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43906-Z
SI1EFBit �c,39 Town of Southold 5/1/2021 a P.O.Box 1179 0 CA o _ f 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41997 Date: 5/1/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 805 Island View Ln,Greenport SCTM#: 473889 Sec/Block/Lot: 57.-2-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2019 pursuant to which Building Permit No. 43906 dated 6/26/2019 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: singley dwelling with covered entry,deck,patio, outdoor shower and attached shed as applied for per ZBA #6982, dated 10/20/2016. The certificate is issued to Bontje,Virginia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0023 12/22/2020 ELECTRICAL CERTIFICATE NO. 43906 2/2/2021 PLUMBERS CERTIFICATION DATED 3/24/2021 eph Sala \�Av th r ignature ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,o� • � � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43906 Date: 6/26/2019 Permission is hereby granted to: Bontje, Virginia 71 Nautilus Ave Northport, NY 11768 To: demolish existing dwelling and construct a new single-family dwelling as applied for with flood permit per SCHD, DEC, Trustees and ZBA approvals. At premises located at: 805 Island View Ln, Greenport SCTM # 473889 Sec/Block/Lot# 57.-2-23 Pursuant to application dated 4/19/2019 and approved by the Building Inspector. To expire on 12/25/2020. Fees: DEMOLITION $343.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,396.80 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $1,890.40 Building Inspector rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 d� t roger.riche rt(a-town.south old.ny.us Southold,NY 11971-0959 ®lac®m 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Bonne Address; 805 Island View Ln City: Greenport St: New York Zip: 11944 Building Permit# 43906 Section: 57 Block: 2 Lot. 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Budget Electric License No: 4054-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 47 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 7 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 38 CO Detectors 7 Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 200a Switches q50 Twist Lock Exit Fixtures 11 TVSS Other Equipment. 7-combination smoke / co detectors, 2-bath fans, 24 ft track lights, 6 ft under cabinet strip lights,gas range,range hood,clothes washer and electric clothes dryer-30a, 15 ARC fault circuit breakers Notes 23 KW stand by generator with automatic 200a transfer switch Inspector Signature: 4, Date: february 2 2021 0111 81-Cert Electrical Compliance Form.xls ,moo �o Town Hall Annexg Telephone(631)765-1802 54375 Main Road "' Fax(631)765-9502 P.O.Box 1179 O Southold,NY 11971-0959 BUILDING DEPARTMENT RZ TOWN OF SOUTHOLD 5 20�'� CER TIFICATIO-N Date: Building Permit No. Owner: 1 T (Please print)_ Plumber:, �Se -�-=- - � I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 1'�C�'� , 20 MARLENY E. NEWTON) Notary Public,State of New York No.01 NE6158792 y ��L y Qualified in Suffolk County�"� Notary Public, ► Y Count Commission Expires 01-22-20_ t , a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 s APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. -A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date\J New Construction: Old or Pre-existing Building: (check one) Location of Property d r�O e;� L� 41_A House No. Street Hamlet Owner or Owners of Property. U�`✓���` Gez Q `bS Gr Suffolk County Tax Map No 1000, Section 2- Lot Subdivision Filed Map. Lot: Permit No. O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6 V Ap licant Signature CONSENT TO INSPECTION i$Cai�111'� �rrJ ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (ate the owner(*of the premises in the Town of Southold, located at 15®3 t%LAUtO `t LrALxf-- , t412.C6LVfbR::T , 1. Y , which is shown and designated on the Suffolk County Tax Map as District 1000, Section �1 ,Block_ l Lot V5 That the undersigned (has)kkaffe) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 4EAA2 baa 510W SL04L&t — r-PN1 y OAA,lJl- W!. A That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: AvI Ci I , (Signature) (Print Name) (Signature) (Print Name) L 0� 0� OF SOLI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST IV✓ [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) [ ] CODE VIOLATIP [ ] CAULKING � I �= REMARKS: .0 1 DATE INSPECTOR 111 � OF SOUI'yo h0 l0 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [vf FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL G REMARKS: DATE lvVolINSPECTOR q�jo oFso�, # # TOWN OF SOUTHOLD- BUILDINGVEPT. `ycourm ' 765-1802 [NSPECTIO-N . [ F-FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w I Ll, D DATE 3 INSPECTOR il lz;ko— F O o�00f SOUI�o TOWN-OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND= [ ] INSULATIOWCAULKING [ FRAMING /STRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 vik IAD iA�O 4- -�W AvyLl- L AS. $WP4 (rt> ov- I —m* ut Co DATE INSPECTOR �o��0ES0Uly�� a� 90s IslAAa-vi ez✓ L N * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL j '] FIREPLACE & CHIMNEY "[ ` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O _ REMARKS: I' 2 a q A,a ne nc<('dl. h�� n aej L8 'iaA7 0 v s o _ �r ►lI d_ if*/ 0 , di-Imko n6�� g� Vq_ &AZi4nA DATE f INSPECTOR ofsouryo� l v # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ZEA INSPECTOR �a0f SObtyo J # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O REMARKS: 000' r DATE INSPECTOR laf so # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rSULATIOWCAULKING FRAMING/STRAPPING- [ NAL ltl > [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i / 1 0✓ . ` 61 96A (6)60n v�� a DATE INSPECTOR SOUTyo� # TOWN OF SOUTHOLD" BUILDING DEPT. �ycnurm ' 765-1802 INSPECTION 3 [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �/ Z' �� INSPECTOR r souTyolo # # TOWN OF SOUTHOLD=BUILDING DEPT. °�ycourm e�' 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL D. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Db400 � l $04- Swvtm XCL DATE -*D INSPECTOR New York ECCC 2016 UA Compliance Property Organization Inspection Status 805 Island View Radiant Drywall&insulatic Confirmed by field test 1 l Greenport,NY 11944 Anthony Jones ! Model:Custom 631-879-2851 ��� �__`, q p g 3 0 2021 805 Island View Builder Initial House Design A Frame _ Building UA Elements IECC Reference As Designed Ceilings 36.5 52.7 Above-Grade Walls 144.1 143.0 Windows,Doors and Skylights 230.7 207.3 Slab Floor: 0.0 0.0 Framed Floors 62.0 68.7 Foundation Walls 0.0 0.0 Rim Joists 0.0 0.0 Overall UA(Design must be equal or lower): 473.3 471.7 Requirements Total UA alternative compliance passes.by 4.3%.; _ 402.3.2 Glazed •.� - ,� .. � _. ��•. _ . ,� Fenestration_ SHGC Average SHGC:0.32 Max SHGC.0.40 Air leakage estirig „'ru •.,:.,'.� �.,.�: Air seal is 2.94 ACH at 60 Pa.It mist not exce d 3:�ACF7t, _,u_�-_ . .,�._ .: - ,,_ - �_ . _ h __ -. _ . ..,A ,u, _,a...A,....,_ 8402.5 Area-weighted average fenestration SHGC R402.5 - Area weighted'average fenestration U-Factor R404.1 Lighting Equipment Efficiency P 8403.6.1° Mcchanicat Ventitatian Efificacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. Fre separation viaiis tretiseen units rnust be _ r R4�2.4.6 ,�insuiated to Cess than R-10,and be air sealed" ' „i°,accordt3i R403.8 Systems serving multiple units must comply with C403 and C404 rather than R403. r w✓' R403:3.3re`"" Duct Testing � 403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2016 Prescriptive compliance by 0.3%. Name: Anthony Jones Signature: Organization: Radiant Drywall&Insulation Digitally signed: 4/29/21 at 9:49 AM Ekotrope RATER-Version 4.0.0.2662 New York ECCC 2016 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccred ted HERS Rating Tool.All results are based on data entered by Ekolrope users. Ekotrope disclaims all Lability for the information shown on this report New York 2016 Label 8051siand View Model:Custom Ekotrope RATER-Version:4.0.0.2662 `C � n77e . Ceiling: R-30 Above Grade Walls: R-18 Foundation Walls: N/A Exposed Floor:R-19 Slab: WA Infiltration: 1689 C 0(2.94 ACH5 Duct Insulation:S pp : R8, Return. R8 Duct Lkg to Outdoors: testi -Forced r U-Value:0.32, SHGC 0.32 Door: R-7 Heating:Boiler-�Propane-95 AFUE Cooling:Air Conditioner o Electric• 13 SEER Hot Water:Boiler•Propane•0.95 Energy Factor Average Mechanical Ventilation:4.2 CFM Signature: T .r �' �' APR 3 0 2021 805 Island View Greenport, NY 11944 Builder: A Frame Model: Custom E THIS HOM�E, I& CERTIFIEUTO MEET THI NEWYORKIECCC , 2016 ENIERGYCODE Building Features Ceiling Attic, R-30 Duct Supply R-8.0, Return R-8.0 c\J Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air C\J Foundation Walls N/A Total Duct Leakage 81 CFM @ 25Pa(Post Construction), CDC� Framed Floor R-19 Heating Boiler-Propane -95 AFUE Slab N/A Cooling Air Conditioner-Electric- 13 SEER Infiltration 1689 CFM50(2.94 ACH50) Water Heating Boiler-Propane -0.95 Energy Factor Window U-Value:0.32, SHGC:0.32 As a 3rd party extension of the code Jurisdiction utilizing these reports,I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on Climate Zone 4.If rating Is Projected,I certify Mat the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been Inspecteciftested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent of the IECC or will be verified as such by anot 171 AL-0 I t Name: Anthony Jones Signature: Organization: Radiant Drywall&Insulation Digitally signed: 4/29/21 at 9:49 AM Ekotrope RATER-Version 4.0.0.2662 New York ECCC 2016 Certificate compliance results calculated using Ekotrope RATERs energy and code compliance algorithm,Including appropriate amendments. Ekotrope RATER is a RESNEr Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all Liability for the information shown on this report cup U.S. DEPARTMENT OF HOMELAND SECURITY LT2)9 OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date- November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)budding owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: th c,6f, I A A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. / ' ) City � State ZIP Code S 00OU ,Jt; / ��rl El ll 571 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) T- K Lv� 5-7-02. — 7- ��^^ A4. Building Use (e.g., Residential, Non-Residential,Addition,Accessory, etc.) is 1 cier A5. Latitude/Longitude: Lat.4//*0q'q7,3"/lJ Long.72 ° ry� Horizontal Datum:�❑ NAD 1927 ❑ NAD 196S- A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. APR 2 1 2021 AT Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) /f 5'Z sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b ZAI OCR sq in d) Engineered flood openings? (9rYes El No srt r f V", ''140 e /S—r'l o _s/o A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b 'i,), sq in d) Engineered flood openings? ❑ Yes [Z No SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3 State �) Jn W �"AdU 360613 s✓kA /A 10/'1 E] - B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9, Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 361 3(-Cal 59 /� r Pl �S, 2�y B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9: ❑ FIS Profile Xf FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 eNAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: o 15 i' V/G,,,, L,,,,,L City State ZIP Code Company NAIC Number So v"l�o t j "ie',l it 7 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: G ps Vertical Datum: /J ✓D 15 v Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 [XrNAVD 1988 ❑ Other/Source- Datum ther/SourceDatum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) z/.O Rr feet ❑ meters b) Top of the next higher floor /d�/3 ®'feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) /r���/T E] feet E] meters r d) Attached garage(top of slab) -14. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (p,$� ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) A1+U 'feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 1o�y feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support + [Xr feet meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. rvr Were latitude and longitude in Section A provided by a licensed land surveyor? LAJ Yes ❑No ❑Check here if attachments. Certifier's Name License Number OF . Title/ Il e. Ll Jr, /Company Name /"�� �l �5 F� v"°"�l�` til LGn U �c�I'✓�i v� �. G. p F�.. °® Address City State ZIP Code 'c!j I,zl 0,3 �er�✓ y,,r� 11 cl 1-17 Signatur Date Telephone Ext. � v ay l� �Z1 631- 71-7- Asa Copy all pages of this Elevation Certificate and all attach ents for(1)community official, (2)insurance agent/company,and(3)building owner. Comments (including type of equipment and location, per C2(e), if applicable) 1 •�, tiv� 1S b✓I JT ,dal- c, b�aSrCr✓���1� vjI�. e/G�e F-"ICie- h-a- ..✓., lfs 4�, q sly �' /�v r 7�,�- ,,s� e„ �- ��S ✓srzl CIACJ .A,, // ko% Cre locA CJ 0/► 4 IJ�� raOv"+ r./►( 4r,_ p lcof- l►G`✓c 4 t^forn /ale vc-t(w� F i 1.pa �/, j�' F L r• ' r iS 4T C.le✓�7{_,►, & J YCL� k 14� OuTSij2 A+r COr.�fo'l+'�.►tr JA lA,c J rl�_t*y ,-0o✓, FEMA Form 086-0-33(12/19) Replaces all previous editions Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company AIC Number CTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQ UI ED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(withou BFE), complete Items E1—E5. If the Certificate is intended to support a LO A or LOMR-F request, complete Sections A, Band For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. l E1. Provide elevation informatio for the following and check the appropriate boxes to show whetf�er the elevation is above or below the highest adjacent grade( G)and the lowest adjacent grade(LAG). `r a) Top of bottom floor(includi basement, !/ crawispace, or,enclosure)is ❑feet 1)'meters ❑above or ❑ below the HAG. b) Top of bottom floor(including sement, crawlspace, or enclosure)is ❑feet/6 meters ❑above or ❑ below the LAG. r� E2. For Building Diagrams 6-9 with perm Hent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is 'feet ❑ meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is feet ❑ meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipm nt servicing the building is o ❑feet ❑ meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is avai ble, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes No ❑ Unknowns' The local official must certify this information in Section G. SECTION F—PROPERTY OW R(OR OWNER'S REPRESENTATIVE)CERTIFICATION r The property owner or owner's authorized representative ho completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The atementsiln Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Na e Address City State ZIP Code 0 Signature Date Telephone Comments l ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O Route and Box No. Policy Numbe City State ZIP Code Compan AIC Number 0 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is autho 'zed by law or ordinance to administer the community's floodplain man ement ordinance can complete Sections A, B, C (or E), and G f this Elevation Certificate.Complete the applicable item(s)and sign/e Check the measurement used in Items G8—G10. In Puert Rico only,enter meters. G1. ❑ The information in Secti C was taken from other documentation that has been sign d and sealed by a licensed surveyor, engineer,or architect wh is authorized bylaw to certify elevation information. (Inde to the source and date of the elevation data in the Comments are below.) G2 ❑ A community official comple d Section E for a building located in Zone/(witt a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10)is provided for community floanagement purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ NVt) tantial Improvement G8. Elevation of as-built lowest floor(including baof the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the ❑ feet ❑ meters Datum G10. Community's design flood elevation ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature ate Comments(including type of equipment and Iq ation, per C2(e), if applicable ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 0 5— City State ZIP Code Company NAIC Number d�cJo ���� ✓r'h l! 7 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ulel rf7 - will Photo One Photo One Caption Clear Photo One r-+ Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number xkr„/ if 97I If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. �t Photo Three Photo Three Caption Clear Photo Three ° f 3 F � ID 3 ' r. T).• N •1` i •e Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number s�1:1110 idew err E t7 71 �/c ✓_ 7-J gr-& Ae- jenzrc kr 1'5 c ev ept c,9-cre-te e/e of l/iu,,, F g,6 �e Ile- y tl 1 + I t r _ FEMA Form 086-0-33(7/15) 3/25/2021 IMG_0845.jpg is xs ®r, '4 https://drive.google.com/file/d/12tlF9byfmxdOPKymzr76ol pRJOjiGZgS/view �� Bunch, Connie From: Aaron Burke <aframe87@gmail.com> Sent: Tuesday, February 23, 2021 7:05 AM To: Bunch, Connie Subject: [SPAM] - 805 Island view lane Attachments: FI REPROOFI NG.pdf Att. John Jarsky Re: Bontje Residence 805 Island view Lane Greenport,NY 11944 Permit# 43906 Hi John this is Aaron Burke. We spoke of ways to Make the basement ceiling fire code compliant at the above site. Here is a sketch my insulation contractor sent me. Apparently they do this extensively in the hamptons. I want to make sure this is what you are looking for. before I get started. on another note. I have A final survey and stamped copies from the DOH. How many copies of each are needed for the CO. 1 - +�„�+• - - wsw�,wroc..n,.yw..w...n«ca.www.,.di...a...�zux w,sazaa�mvaar„�.wms�n:»rrw^,..r:',�aa�vrexu�c.'w.4a�+nasn*n+�+.:sw --�+nam'+% %w.m. eamnry=r.'kis,rim+.�.^*.erx+axwcra�ao�vo-x.,u«,G«�uk+�ew„'b atc..m�F-w.m?.�mw�+ese m«azv^+anv.�a�,awKscY p�+>.,�..�.�+>u.�.o�++.r, > or - - �w�.'amusmawm. i � o++am��na�aM�En»�>vov�a�o�urrida+xi+wnEew> _ .Nmvax,•.n+�zanxee.,:awn+o-m.�avamx+.s».��•+RTM�:� n..+ > f , 9 '�L THALHEIMER 21 March 2021 A R C H I T E C T U R E v "� NARA5 2021 Michael J.Verity,FE.,Chief Building Inspector TWENTY ONE Southold Building Department Town Hall Annex Building 54375 Route 25A CENTER STREET P.O.Box 1179 Southold,NY. 11971 NORTHPORT RE:805 Isla>fld View LAm faMP t�New Yoram/Cmmftan NEW YORK Dear Mr.Verity: 11768 This letter shall certify that with respect to the new dwelling at the above referenced location,the under floor space of the first floor is a crawlspace meeting 631 754 8621 the definition as such with the 2020 N.Y.SJLC.and will only be used for storage purposes- thatareh®me cum Sincerely, Jeff Thalheimer,R.A. r T_HALHEIMER 08 July 2020 A R C H I T E C T U R E C -• t l s UA OCT 1 9 2020 Ji Michael J.Verity,PE.,Chief Building Inspector TWENTY ONE Southold Building Department Town Hall Annex Building TO ,;, �r°s'�1;`��;i�ID 54375 Route 25A CENTER STREET P.O Box 1179 Southold,NY. 11971 NORTHPORT , RE: 805 Island View Lane,Greenport,New York/Plnmbin o Inspection NEW YORK Dear Mr.Verity: , 11768 On 07 July 2020 I personally was on site at the above referenced location to inspect the rough plumbing installation,including water and gas pressure test. 631 754 6621 This letter shall certify that to the best of my knowledge,information and belief, the rough plumbing water and gas lines installed was completed as per the thalarch®me com approved plans,and meet the minimum requirements of the 2015 IRC,and most current N.Y.S.supplements.An on site pressure test was performed for water and gas lines and passed all local and state requirements. Sincerely, AR M Jeff Thalheimer,R.A. THALHEIMER 08 July 2020 A H C H t T E C T U R E 4 �\ OCT 19 2020 Michael J.Verity,PE.,Chief Building Inspector TWENTY ONE Southold Building Department , t , e Town Hall Annex Building r J z 54375 Route 25A a CENTER STREET P.O.Box 1179 Southold,NY. 11971 NORTHPORT RE: 805 Island View Lane,Greenport,New York/Insulation Inspection NEW YORK Dear Mr.Verity: 11768 On 07 July 2020 I personally was on site at the above referenced location to inspect the insulation installation. 631 754 8621 This letter shall certify that to the best of my knowledge,information and belief, the insulation installed was completed as per the approved plans,and meet the thelarch®me com minimum requirements of the 2015 IRC,and most current N.Y.S.supplements. Sincerely, F N� Jeff Thalheimer,R.A. • n 805 Island View Lana, Greenport HVAC Load Calculations for Thalheimer Architecture 21 Center Street Northport, NY 11768 Prepared By: David Maschke Integrity Home Energy Assessments LLC 68 N Paquatuck Avenue E Moriches, NY 11940 (631)325-4006 Friday, February 01,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches, and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the parry submitting a particular project to,Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity-Home Energy Assessments is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or,for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors,in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values. Actual performance must be calculated from manufacturer expanded performance table's using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D, nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE)'. It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this Design Support information was prepared,which would require that this Design Support information be modified in order to be accurate. After reviewing Integrity Home Energy Assessments' report, and prior to any system purchase or installation, please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. - - -- ----- ___ _ - _ - fhvac-ResidenYal litGcriimecc''1 Ei1%A eels` = .= = _ ``°=; .°`IEGfSfinrareeuela `nt=hoc: i &Eg, .. , to _ , .C Les ; Y ` -,'' _ E, �. .,p►Y► _... _ - ._14,• -r d-= who :."- - '%µ` '.-,,. x ,'Horn �`. `AsSessme E, = - e`'3 `4, r ..-..-.._..✓ s:��x.. _..,...,. ,_.^G.�=.'r..3....._v...=v.-�-..�+n..�,..a-:.�. .� _._ — l Project Report x - r� j: Fly�7r]'y +yy � •:?;�4;; %s�`,�, fi��=^ =°a`';`;�`.�,t:� '��?�,��,„. � �,.�, u� t�;r` -.;,�.$,.' .'rt���,f'�sh,x� ; ' ">~sr��t �;>: 'V,GI'Ie�G �'I� V4,d7 i-f��,3 FT�td E` Y`�- -sA�iW•�a, �''"k`,� 3F'vh` $t� �S sx" 9;..�a„�z s.^`As.' `i6i, ,»� �'�'^ 1 r�a".�."x#.v.�5���: ��i:i"!w Project Title: 805 Island View Lane, Greenport Project Date: Thursday, January 31, 2019 Client Name: Thalheimer Architecture Client Address: 21 Center Street Client City: Northport, NY 11768 Client Phone: 631-754-8621 Company Name: Integrity Home Energy Assessments LLC Company Representative: David Maschke Company Address: 68 N Paquatuck Avenue ' Company City- E Moriches, NY 11940 Company Phone: (631)325-4006 Company Fax: (631)492-2056 Company E-Mail Address: IHEA@optonline.net Company Comment: This report contains assumptions based on plans. Most internal loads are intentionally omitted. Actual conditions should be verified prior to equipment selection. v.'e,'s�w`,.i"S.z�Nz:��' ,�'; Reference City: Central Islip, New York Building Orientation: Front door faces Southeast Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 98 ft. Altitude Factor: 0.996 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 15 13.77 n/a n/a 70 n/a Summer: 85 72 54% 50% 75 33 Total Building Supply CFM: 930 CFM Per Square ft.: 0.396 Square ft. of Room Area: 2,351 Square ft. Per Ton: 1,033 Volume (ft'): 27,805 � T20s.,, f t. x ,5 IS, m xis Total Heating Required Including Ventilation Air: 44,865 Btuh, 44.865 MBH Total Sensible Gain: 20,491 Btuh 83 % Total Latent Gain: 4,208 Btuh 17 % Total Cooling Required Including Ventilation Air: 24,700 Btuh 2.06 Tons (Based On Sensible + Latent) 2.28 Tons (Based On 75% Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S 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. C:1Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday, February 01, 2019, 12:22 PM �_;Rfivac`=�esiiieritiat&' i'fit'Coin• 'e ai tt. EFC ''aa`-- - -- - - -_ -,1'yY^;- `;,�'• fi�,��h��•;�E:� tite�SQfiinra �`",ear � i I ram 5�' �,+-,.,r.;.,<:,-^•a,.-., .ffr,:. -:';tip%'a�;a� - '�'•- ��', :>Lt';a'"%�„'°a '�%"�"";•z`a;,':"` - ^"..-'�.o-tl'.,;y:..; a' � '”` ,t ;fiats'-rit :1=loirie:Ener,`"�Assessrrrei .,, ��•_ ,,.r.� - _ ;.'_�,_�:b�,-'��,:; ��,:1�.•���8(15'�`land,�71"�-1_ -z;" - v - •1 :�� -5�:.<�4.' '�r.F'Y-,.�`K h�4.1 tP �:`,. "4•>^'.-<���-��tr'z.-.- n tu.:..>zrc_ ,1 �� h Y�, �'� _ _ <,-�=� .�,•;x.:��^:,>'����'�'�. �s-�,r,-- �,,�s_::;. u��. �.�t��-;�.,.4':�Pag�:3�� iscellaneous Report ''%S.',st�exrr`�"1�, Ilole3[�tou��'^�`f aH"«� �I i-~,ai-+•�L�'�" a.3" ss.^_�Sq*ry„y, �z,� _ ,=hra�^� ti � • � eta-,.^a .roti ,�_ •,,,,<-�,,„� =��a7 �'fi��„rn'�,,-�,-'�;�'n° ��=:C�tl'��IUoi'���;; oLtf(IOt71'���.OIttCI00[,#- � 1'1�OOCr�;'-- �r. fl�00�',; "'�'�t`diCf�"� �_` �^>vtY'wix:f 2S^.,".'�'.”,s•";o->s,'1y`% 2x3 4�,�3.,"r�,�< z•C.`..'s�a�'� 'r”vtG T"r,'-t3��."Y'',��`3�".".',,4.rp-' �ia-"'�.rwr ..U.R- ��'�„�;Ei�.,,--R,. '•Y-y'3_>�-. - ..�.=.�"` �y° "' �� '�I r1 �t¢D'L�tt�C=r�a'w•'`•Y,:�x•°N 'fir. `-��S'so- �.,>,kY',�a_�`��n,✓ ., �r; �'i f, �� 1:�:.�. .c "n'i; - ' •7; p -•t � a.� '•��`-", ���,_,. �:� ;D -l�ulki� �e��Bu#��'�� ReKFtum�i`.��Rel�Hurrr-�`g,�"Dry�Buib=`Difference°� Winter: 15 13.77 80% n/a 70 n/a Summer: 85 72 54% 50% 75 32.64 {'{ - � _ ''d}F'a:;`k*�'y+,�N�„�s .xa".'z`�..;:'v ...:`�'��`:�>.ex,*f.�`vz�f�;:,^•4 ;��e'v5m ,�.., 's- .d':§..�-t,:ta���,�".�'_Fs.,c. v,m" r�� ',,rte-,�•:�'` a`�.',. „� y, -UM-81 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: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. "rf � klt3ldll ��ta ��, c.�.ti „� a ., z g�<” tom• ? ' ;� � ,c�_= k � ,,�. m ,4 d � �k n eG e RIM � 5�z: �..F- "�ta (�� c U" g. '4Ye•i.wc�' n".�; x''t`cx, P-,v Winter Summer i Infiltration Specified: 0.453 AC/hr 0.210 AC/hr 210 CFM 97 CFM Infiltration Actual: 0.471 AC/hr 0.247 AC/hr Above Grade Volume: X 27.805 Cu.ft. X 27,805 Cu.ft. j 13,104 Cu.ft./hr 6,860 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 218 CFM 114 CFM Total Building Ventilation: 0 CFM 0 CFM I I ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.96 = (1.10 X 0.996 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 22.12 = (0.68 X 0.996 X 32.64 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 60.29 = (1.10 X 0.996 X 55.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(190 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average j Summer Infiltration Specified: 0.210 AC/hr(97 CFM), Construction:Average �°•-'� - ,3:'�*"^n,��s�•nS';��5-=�..'�,--;+Frr,�.,B 'r=s"� '-":•,� 'S' �a,..ay �y„,<�.�s',< u'; x� 's,�'�t1,�``';,. I _�uctT�L.oa�aicto� ��narziisN�car S s � ,�,� ����„ 3� ,g. ��� �,.�'�'�p 3,% ;.�•���� � , 5cr_;'t:��^a,';Px*,:,�r�ny�'3,*", m-�''-•`r�' ''�P�-;.,.,'s ,�..�t;, - :+.. _ S ..><?. �� "{ f:.� dr' � .-i-=Ni_.i, -�"'�. ' .-� .� .✓ �-B;?%- � "tF;��=t%` �� �:,�r>, ?a_°',:"mac,,- ,.esu,. �,^�''; ''�*. Affi Dtt s ` uc "` Sirse4. ,;, . .Fr "�-•.,.. a i- < .a' it '..a 'T� :r y�.',a`_m '�a t0'~ ���r:,i,.,,M,Ry^.'��,•�-.,.,, .,_2. �3 '4 .�i-x. � .s.�.>�-. �<-4. +s .k .y.•i,�,i ''-+s."^ ""rt'.- - ,�r�-?`-�y lf�rSsc��=`:s t.c-, <'4'.v, $. .mow z• �,�a^?i^-�'��,.`...Y `5�'' zs+<"x:.; �,_?r,'.S`^,'� -^'.�s,�. � T" aesrpO tt'rr: ;.;, - Laca 'anF _ -C`ori r„ %" s x:t,L-ealcag Insu#afro rea ;mM 1 Supply Closed Crawl A - 0.12 8 511 No 1 Return Closed Crawl A - 0.12 8 95 No t � I i I i ' r � i i C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday, February 01, 2019, 12:22 PM -_ Rhvac•=Resident'aim.��.�"'fid::Gomnie�cial�HVAC�Loaiis.� .-':,r�•r`->`=:, r.' Ene in#e r{,/,F`to�e. r�•y�/Ass_ess'``e=� ',« �`� `�-� s�•.�:: �_;:x� . .�a�r�� �., � ,p. •+7 of. .�J'1,-- �, - ��«C+_ _ _�,C-.'i,,:a _ .[55 .'Ct,:3_ .,.i."t�.x Y.y,t..-.ctz:<'i„"_^,,a. - i � Load Preview Report 1 i Min Min Sy Sy Sy Has(( Ne Rec Se La Ne Se Ht Clg Htg� y Ac� Duct Scope AEDI To! To� /To Are Gai Gai L Gai� Loss{ CFMI CFM CFMI CFM CFM Siz Building 206 228 1,033 2,351 20,491 4,208 24,700 44,865 578 930 578 930 930 System 1 Whole House Yes 206 228 1,033 2,351 20,491 4208 24,700 44,865 578 930 578 930 930 12x1 Supply Duct Latent 676 676 Return Duct 100 204 304 545 Zone 1 -C!g 72%,Htg..76% 1,489 17,351 2,652 20,003 33,621 438 791 438 791 791 10x1 1 iI 1-Great Room 450 8,372 1,666 10,038 16,696 218 382 218 382 382 4-6 2-Kitchen 223 2,656 162 2,818 3261 42 121 42 121 121 2-5 3-Master Bedroom 356 1,718 250 1,968 4,527 59 78 59 7.8 78 1--6 4-Master Bath 123 2,500 208 2,708 3,536 46 114 46 114 114 2- 5-Foyer 337 2,105 366 2,471 5,601 73 96 73 96 96 1 Zone 2-Clg.'28%, Htg.24% 862 6,736 676 7,412 10,699 139 307 139 307 307 7x1 '6-Loft 306 2,928 239 3,167 3,830 50 134 50 134 134 2-6 7-Bedroom 1 277 1,024 199 1223 2,976 39 47 39 47 47 1-5 j 8-Bedroom 2 224 2,338 208 2,546 3,351 44 107 44 107 107 1- 9-Bath 1 55 446 30 476 542 7 20 7 20 20 1 i I Sum of room airflows may be greater than system airflow because system has multiple zones. I i i . j i i I i I i I i i i C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday, February 01, 2019, 12:22 PM Rhyac"-ResiifenEia'&'L%"'�hrComme�ciaC6i�AG=Loafs t�K•-,k. �� __- _,. �� i���,.4�,. - _�texSo r ;��i tne�,�•�ih�wI ,ix". ,'....5-ad;,r ,_i�,.�.•,rk.xr.,e ..,+_' ;u`,;^ ';',., ..`rY {'x iiL .'R�°¢,'�.5 ?.5G.�' `h; tf I "'x 0�=Is^�f`re .fnfe` rtf� �'"tneFlaer` `s essme��s =;�r..:=t, _ ;�;�_ �;-�:;, •_� �> �kt`�� a,..- r�t,�k�LL�a'�.� 4�,;�•°,;;�k.• �81aIZd��leWckai'! '; red ��-� :� Y�. iµ-r��- <�' _- _ �ul`�. R.�ssi'^z<�. 4'•�i.;"l.µ YI{.�..,ti, Duct Size Preview Room orinim Maximu Rough Desig S Duc Duc Htg Clg Act Duct Duct Name 'Source I Velocit Velocrt Facto L/10 Loss Velocit Lengt Flow Flow Flow Size ' System 1 - i Supply Ru nouts Zone 1 1-Great Room Built-In 0 750 0.01 0.1 4863 218 i 382 4 2-Ntchen Built-In 0 750 001 0.1 444.2 42 i2 I 121 2-5 3-Master Bedroom Built-In 0 750 001 0.1 399.1 59M I 78 1-6 4-Master Bath Built-In 0 750 001 0.1 418.2 46MMI 114 2 5-Foyer - Built-In 0 750 001 0.1 489 73 9 I 96 1-6 Zone 2 &_Loft Built-In 0 750 0.01 0.1 340.1 50MMI 134 2-6 7-Bedroom 1 Built-In 0 750 0.01 0.1 342.7 39 I 47 1-5 8-Bedroom2 Built-In 0 750 001 0.1 399 44 I 107 1-7 9-Bath 1 Built-In 0 750 0.01 0.1 233.4 7 I 20 1 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 797.3 578MI 930 12x14 I ' Summary System 1 Heating Flow: 578 Cooling Flow: 930 ' I i • I i , I - I I I I - � I I I I I I i , I C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 ^ Friday, February 01, 2019, 12:22 PM r�, �a5;: .if',-1�`Fa: -- v✓a=ar,.,_ -_ - - 't' -- -- w --3,u'„ -t�2,; ?,sn^„xr.'�t 3,�,syr. r�4%e',c •�4.t-rxrg=�,c.,,__ iE1V1G �2eSICt@nti8 $i t_Ixrl1 ' aR1l110 Et`B� A g 4 rC I ,CiLoaits r '£ `:3 t, t�"a"' o are.11"`x'+efio - - 4-?,e>,� z-f`. - .``.�`fi`��"',�.:5'?`: 4,i "I�,.�5 P,T9y}f�1C:r; i;h Mt` ;<? _ �,rx` k. (rite``ri ,Home Ener` '_Assesstn = =i`;.'__=- '� .. _ :- Eta_tsia cfew.tane,Green' -..��_�- - _ - _ ,..-�• -��c,�=��=•.tom �; . Y.,.�iY � I .-4; x ,< ,�a�x .�?ag�'6,; � Total Building Summary Loads - _ Fh���.w,"e��Y..n,R� �,� ,fn - s,. ] �-^n^�:Y,r w'+y'��' _ _ ��•:`K`, 'W"•m '3 s ..<�`• - P�"' -'4=,Y ky, 4 xCompanen�� Y'x�fa�y'J � � ��`+ Y, "Y\.$1�r,T"s'�5 3rc3n��i9L:��aN T.�3,'�" •Ati:rGU,i,(�3���.v t`,�'✓ y�y,y,� i X4 y, Jy .7� r�� °Uti',x.�r"-"� xF,°`rxxv� „r'; '_�.lr..Vis- ;+r zyyzs.3t` ''��,,ct„ � 3 _ �, �" �-f r yti�r"e�-`R ,�•�;� •.'�::, x����"„J 4°,-J,x,�-..:�`��,..�d'�n• a�."�*�'"" �DeSCn �tOr} ` ' "c .. =.i,- �-�`' -�• �. �'� ar•,� r-•: '�r�=t�:� QIIcIn i�''T,..�Rx��.CISSi-�" f-G-�€'��E7'al '��' '�7`a( '` Andersen PIC: Glazing-Andersen PIC .32/.29, U-value 338.8 6,336 0 4,318 4,318 0.34, SHGC 0.27 Andersen FWD: Glazing-Andersen FWD and SGD, U- 48 844 0 670 670 value 0.32, SHGC 0.24 Andersen DH: Glazing-Andersen DH .301.31, U-value 292.1 4,815 0 6,095 6,095 0.3, SHGC 0.31 Andersen SGD: Glazing-Andersen SGD, U-value 0.3, 48 792 0 376 376 SHGC 0.25 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2420.3 9,053 0 2,044 2,044 cavity, no board insulation, siding finish, wood studs, - I U-value 0.068 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck 587 936 0 289 289 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill, U-value 0.029 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1545 2,210 0 1,807 1,807 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark I Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation, U-value 0.026 19A-30p: Floor-Over enclosed crawl space, No insulation 1489 2,337 0 425 425 ` on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 27,323 0 16,024 16,024 ' People: 4 800 920 1,720 Equipment: 0 1,200 1,200 Lighting: 0 0 0 i Ductwork: 4,376 880 1,095 1,976 Infiltration:Winter CFM: 218, Summer CFM: 114 13,166 2,528 1,252 3,780 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 60, Summer CFM: 60 Total Building Load Totals: 44,865 4,208 20,491 24,700 �,(.� �r`(��C y?-z 3a.;�> t';s�5':ti.:a,�t-.<p.�_-,....-,�i_ 4��-"^�'Y s��.x�•:�. '- y :sg ct>.k.rF; � �.% �;su. -s.�_� -',� QG�C:FiQU eS ac,"' ypr:. i�'83 > J...a ,r" ixk"l,. A i .:, _ Er,• `_'' {,._b!., s._.� � 'ta4 �"�..+ 7th-*"z�' � '�'in'-`-;rz� �''�.a�c' °•,.,1._. �'o-f- -.� x,it�"°`���',,,-..�.x.,3 , '�'�` Total Building Supply CFM: 930 CFM Per Square ft.: 0.396 Square ft. of Room Area: 2,351 Square ft. Per Ton: 1,033 Volume (ft3): 27,805 � ,,n�", ray.Fwt,,cwm _r=. - �,q,?t?* ','_'`^ s��:'"w, .'ryy'�,.- �S;j":�'=y'.,s°w'�Y<.^��r�c '^•*�,::y.�-,v"��';.�S,�l,�y, >{E'r��+=``" il;"a;a za 'hr r'si"�i + ' i i7'��{d Q �� `�ds:�^ y`Y, e- k -�t�-_`,�� ., u'�ls"e�',�'e•' m .,�. ..4,��� .5,.,. c wli„ -kK, __ �. �4 u� z-`' F Total Heating Required Including Ventilation Air: 44,865 Btuh 44.865 MBH Total Sensible Gain: 20,491 Btuh 83 % Total Latent Gain: 4,208 Btuh 17 % i Total Cooling Required Including Ventilation Air: 24,700 Btuh 2.06 Tons (Based On Sensible+ Latent) , 2.28 Tons(Based On 75% Sensible Capacity) �-nr N,, .�=Q.n� �,. � e- r:^f ^.s*�«,.*s. :w'�;,�,�� ` ,'�,s' ?�'�; �'�?�,-f."h.��'?=c����'.,�.t?�.-i"�",.t°'`��-�,..,r'�Y�`�1' _-'z�:g'.�-v�a�+.,%-• �a�'�.;x.`~-�"`'„����' Rhvac is an ACCA approved Manual J, D and S 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. I CAUsers\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday, February 01, 2019, 12:22 PM fe-_",-'"J�R✓R c, -�.'m2a.�''SFs� _ T<:n.;";f'a E^>�;A;*Fr,�- -- }r,� - "'ate^�^�,^ n.� '"x 1:. 's ..'er" � "� ^. ^� _.a'.-'ah.z: T,r�#„asfs- c.�*' �j�hva, -Res entiak& .� Cfk CoirrstKerc aE; iAG�;Laa ? Y = gin .4 •{-A, ,, t ¢; D V y5 � c1 1 f;;S�._:44� 's`.r o ,.�.,;,,,,.1'"'t;, ,:•*,h�,,,y; �,'�%!±,. %N's,,.F>, �.X,: ,,a--.,�., �,',k�`^,�w -=. _,fi'.' : ^u.,'.z't+ "a' wiw.^��' 3.a `�"M i �«A�er �r,�('�.70W3 `gi'c: i^Y']t�v �'-w+r""''n't i.Y'`R_naff�1C -,� �^. y�. �, ,,,zI_-x,_ �,sr � ,::,5'a'YRIt,�, y „-,w•i,t.r�._::""H�`;'A x;�r k, "`"`r;, GW.1 $� —M- -44V :M- '�-�-',,�^ „�,,�-•�=.; ` •�2�"`�`�xa�aY fg`ivastMo.�►�ieSi;W,T*tr�l`�:s440� ,w;4� ;, .,� S'_ �z���`�• �.�''�><���'• -amt,"' r� �-,�_ r �p Manual S Performance Data - System 9 - Whole House �oatl�c ` - �r ,�+� ;az„„�,'u;r••,._u.�',.� .�' ^�.�gar�i�;�,�. __ z:,,i^� '�^lam' �' ��"x ;t�,G;4��; ,�"�,µ;}?�� �,>,�r �� ,�,.� i s�" _ cF�Desi„ Go;�ditidi�s� ����.���� ,>,� .�- `1JJ�. �� ',y��� _�� ;nr���: ,��_ ;t.�• = �=;� �..�;,.�r•.� ��-���M.�,�.;���:.�.�� i Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.491 Outdoor Wet Bulb: 72 Latent Gain: 4.208 Indoor Dry Bulb: 75 Total Gain: 24.700 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 15 Sensible Loss: 44.865 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 578. i This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner, Model: 24ACC430A*030*+FV4CN(B,F)003L, Nominal Capacity: 28.600, Manufacturer: CARRIER AIR CONDITIONING j - i Interpolation Results: v Percent Load of Load Sensible Capacity: 22.723 20.491 111% ' Latent Capacity: 7.027 4.208 167% Total Capacity: 29.751 24.700 120% i I i - i r i j C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday, February 01, 2019, 12:22 PM ti r ,�'s•-^€::e-•�;�"� .,�gCrv` 7c:Ft4L - "- _ '"a•^,_ }`ii',�; g.,,._.'^',.,`�-Nn�t ��,:';,Fia,�4yihsf`-.�2,:-` vae 18-23 22 FEBRUARY 2019 BONTJE RESIDENCE 805 ISLAND VIEW LANE GREENPORT, NY 11944 LL • SPECIFICATX)NS ©2019 THALHEIMER ARCHITECTURE TABLE OF CONTENTS INSTRUCTIONS TO BIDDERS ALTERNATES GENERAL CONDITIONS SECTION 1 -EXCAVATING AND GRADING SECTION 2-CONCRETE SECTION 3 -MASONRY SECTION 4-STEEL SECTION 5-CARPENTRY AND MILLWORK SECTION 6-DOORS AND WINDOWS SECTION 7-FINISHES SECTION 8-ROOFING& WATERPROOFING SECTION 9-PAINTING AND STAINING SECTION 10-ELECTRICAL SECTION l I -PLUMBING SECTION 12-HEATING AND AIR CONDITIONING SECTION 13-MISCELLANEOUS INSTRUCTIONS TO BIDDERS 18-23 Bontje Residence In Accordance with Plans Prepared by 805 Island View Lane Thalheimer Architecture Greenport,NY 11944 21 Center Street Northport,NY 11768 631.754.8621 thalarch@me.com Completed `Instruction to Bidders`form and `Alternates' sheet shall be submitted on Friday 05 April 2019 to Owner and/or Architect. The Owner reserves the right to reject any or all bids or parts thereof. The following items are to be supplied and installed by Owner: 1. Finish Landscaping and relocation of shrubs,Entry planters 2. Alarm,telephone,intercom,stereo,computer and cable wiring. 3. Termite proofing. 4. Built—in cabinetry as indicated on plan 5.-All closet shelves,cabinetry,etc. The following items are to be supplied and delivered to the site by Owner and installed by General Contractor: 1. Lighting Fixtures Type"A". 2. Bathroom vanities,countertops,medicine cabinets,stone slab shower bench cap,bath accessories 3. Kitchen and Laundry Appliances. 4. Kitchen Cabinets,countertops 5. Porcelain tile Kitchen backsplash 6. Stone slab fireplace hearth and surround.Prefabricated wood mantle 7. Sump pump in Crawlspace 8. Water purifier system for Kitchen sink and Ice maker 9. Outdoor shower valve/head PROPOSAL: I hereby submit my proposal for the work shown to be performed as per Plans and Specifications prepared by Thalheimer Architecture dated 22 February 2019 having visited the site and examined all conditions affecting the work,the undersigned proposes to furnish all labor and materials and equipment necessary and required for the work for the sum of $ Signed: Date: Company (print) Phone: Email Unit prices for additional electrical outlets.. .. . .... ..Add$ outlet in new work Add$ outlet in completed work Unit prices for installing additional.lighting fixtures. . .Add$ Fixture in new work(labor only) Add$ Fixture in completed work(labor only) If awarded this contract,work would commence and be completed By signing and submitting this"INSTRUCTIONS TO BIDDERS"document,the Bidder represents that they hold a valid Suffolk County Home Improvement License as a General Contractor,and they are able to provide all insurance certificates required by the governing municipality for purposes of obtaining a Building Permit for the project under the direct name and/or corporation of the Bidder. SPECIFICATIONS ALTERNATES All materials and labor required for and incidental to the completion of the work intended under ALTERNATES specified herein, shall be provided whether or not specifically described or shown on Drawings but required to complete the work. ALTERNATE NO. 1: NEW SANITARY SYSTEM/DRYWELLS: A. General Contractor shall supply and install new Sanitary System as follows: B. General Contractor shall supply and install all material and labor for complete installation of Drywells and S.C.H.D. approved sanitary system as shown on APPENDIX `B' in Construction Drawings C. Obtain all Certificates and Approvals for installation add $ ALTERNATE NO.2: PROPANE TANK: A. General Contractor shall supply and install new 500 gallon propane gas tank as indicated on Site Plan and in conformance to all local requirements. B. General Contractor shall obtain all necessary permits for installation,including engineered drawings. Fees to be paid by owner C. General Contractor to supply underground feed lines from tank to boiler,water heater,range, exterior grille. add $ ALTERNATE NO. 3: RETAINING WALLS: A. General Contractor shall supply and install all material and labor for installation of retaining walls At`LAWN' and 'DRIVEWAY ' as shown and detailed on Construction Drawings. add $ ALTERNATE NO.4 :DRIVEWAY/FRONT WALKWAY/PATIOS A. General Contractor shall supply and install al material and labor for installation of driveway (gravel section and `Turfstone' section), `Turfstone' front walkway, and `Turfstone' patios as indicated on Construction Drawings add $ NOTE: All fill required to be brought into site shall be part of BASE BID. ALTERNATE NO. 5 : CENTRAL VACUUM SYSTEM A. General Contractor shall supply and install central Vacuum system as outlined in MISCELLANEOUS Section of Specifications add $ SPECIFICATIONS 1. GENERAL CONDITIONS: A. All work specified herein and shown on the Drawings shall include materials, labor and installation. 1) All work shall be executed in a workmanlike manner and all mechanics shall be skilled in their trade. B. General Contractor warrants that it is expert in the type of construction work and method of construction required hereunder. 1) By submitting a Contract Price, General Contractor is deemed to have represented that its firm, supervisory staff and workmen are expert and experienced in the type,method and'performance of work required,including the work necessary to produce the best possible aesthetic appearance for this project, consistent with the Contract Documents, and to have offered such expertise and experience as an inducement to the Owner to enter into an Agreement with General Contractor. C. General Contractor hereby specifically acknowledges that the Contract Documents are full and complete, are sufficient to have enabled it to determine the cost of the work and that the Drawings,the Specifications and all addenda(if any)are sufficient to enable the Contractor to construct the work outlined therein in accordance with all laws, and otherwise to fulfill all of its obligations under the Contract Documents. 1) In addition, if General Contractor performs any construction activity and if it knows or should have known that any of the Contract Documents contains a recognized error,inconsistency or omission, General Contractor shall be responsible for such performance and shall bear the cost for correction thereof. D. Discrepancies: 1) In the event of conflict between the Contract Documents and the actual field conditions, it shall be the obligation of the Contractor to notify the Architect so as to alleviate such conflict without burden to the Owner. 2) Wherever there are discrepancies between the Drawings or the Drawings and Specifications, General Contractor shall contract for,provide and install the better quality or greater quantity of material or work called for unless otherwise ordered in writing. 3) Written dimensions shall govern over scaled dimensions. E. Any reference to standard specifications of a society,institute, association or governmental authority is a reference to the standard specifications of such organization that are in effect at the date of the Contractor's bid. If such standard specifications are revised prior to completion of any part of the Work to which such revision would pertain, Contractor may, if acceptable to Owner,perform such work in accordance with the revised standard specifications. 1) The standard specification referred to above, except as modified in the Specifications, shall have full force and effect as though printed in the Specifications. The manufacturers and trades involved are assumed to be familiar with such standard specifications. F. The Architect shall not be responsible for the performance of the work of General Contractor and any other Subcontractors,nor shall he guarantee the performance of their contracts. G. Interpretation of Construction Documents: If any Contractor or Subcontractor objects to the character of the Drawings, Specifications or Details,he shall file such objection with the Architect in writing prior to bid. Failure to do so will be construed as acceptance. No allowances shall be made on behalf of the Contractor for any error or neglect on his part. GENERAL AND SUPPLEMENTAL CONDITIONS-1 SPECIFICATIONS H.Manufacturers' Directions: The use of all manufactured articles and materials and the cleaning of same shall be according to Manufacturers' directions. 1) In case of any differences or conflicts between the requirements of the manufacturer's instructions or specifications and the requirements of the technical sections of the Specification,the instructions or Specifications having the more detailed and precise requirements specifically applicable to the Work, as determined by Owner shall govern. I. Site Protection: 1)General Contractor shall be held responsible for the proper protection,preservation and repair of the existing structure,finishes and utilities(including all gas, oil water, electric and telephone services and lines)as well as natural features,trees and bushes surrounding the site, and shall maintain the premises in a neat and orderly fashion and free of all construction debris. 2)The General Contractor shall confine operations at the site to areas permitted by law, ordinances,permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3)Protective coverings are to be removed after completion of building site operations. 4)General Contractor shall represent and warrant that the work will do no damage to the structure of that portion of the house not being altered. J. The Contractor hereby assumes entire responsibility and liability for any and all damage or injury of any kind or nature to property, including adjoining property,caused by or resulting from the execution of the Work or occurring in connection therewith,and agrees to indemnify and save harmless the Owner and the Architect from and against any and all claims, liability,.loss and expense, including legal fees,by reason of any liability imposed upon the Owner for damages because of injury to or destruction of property, caused or occasioned directly or indirectly by the negligence of the Contractor, its agents or employees,in the performance of Work as outlined in Construction Documents and Specifications herein, or resulting from the use by the Contractor, its agents or employees, of any materials,tools,hoists, ladders, implements, appliances, scaffolding ways,works,machinery or other property of the Owner,whether or not the Owner is negligent in such event. Contractor shall be solely responsible for the safety of its Work and of all equipment and materials to be used therein until final completion and acceptance of the same and shall promptly at its own expense repair any damage to the same,however caused. 1) In the event of any such liability,loss,expense, damage or injury, or if any claim or demand for dam- ages is made against the Owner, Owner may withhold from any payment due or hereafter to become due to Contractor an amount sufficient in its judgment to protect and indemnify Owner for any and all such claims,liability,expense,loss,damage,or injury, or in its discretion may require Contractor to furnish a surety bond satisfactory to Owner,guaranteeing such protection,which bond shall be furnished by Contractor within five(5)days after written demand has been made. K.Inspection of Site: 1) All bidders must inspect the site to familiarize themselves with existing conditions before submitting proposals. 2) No allowances shall be made subsequently in this connection in behalf of the Contractor for any error or negligence on his part. L.Bidding: The Owner reserves the right to reject any and all bids. M.Measurements: 1) Before ordering any material or doing any work,the Contractor shall verify all measurements at the building and site and shall be responsible for the correctness of same. 2)No extra charge or compensations will be allowed on account of differences between actual dimensions and the measurements indicated on the drawings; and any differences which may be found shall be submitted to the Architect for consideration before proceeding with the work. GENERAL AND SUPPLEMENTAL CONDITIONS-2 SPECIFICATIONS N.Materials and Workmanship: 1) The General Contractor warrants to the Owner and the Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents,that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract Documents. 2) Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect,the General Contractor shall furnish satis- factory evidence as to the kind and quality of materials and equipment. O.Responsibility: 1) Each Contractor shall be responsible for all material furnished by him and for the execution of his work in accordance with the true intent of the drawings and contract. He shall provide without extra charge all incidental items required as part of his work even though not particularly indicated or specified. 2) Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the General Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 3) Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor or material supplier except as may otherwise be required by law. P. Deviations: The Owner reserves the right at any time during the progress of the work to deviate from Plans or Specifications. This will not invalidate the Contract. An allowance or deduction will be made. Q. The General Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings,Product Data,Layouts, Samples or similar submittals until the respective submittal has been approved by the Architect. R.Extras: Bills for extras will be allowed only when work is ordered in advance in writing. S. Guarantee: 1) All work let under this specifications and contract shall be guaranteed against defects in materials and workmanship for a period of one(1)year from the date of acceptance by the Owner. 2)Granting of a Certificate of Occupancy or the Owner's use of the premises shall not constitute acceptance of the work. 3)General Contractor shall transfer to the Owner all manufacturer's and supplier's guarantees and warrantees. T. The General Contractor shall comply with all federal, state and local laws, codes, standards, statutes, ordinances,rules and regulations that apply to the work, labor and services supplied pursuant to the work. This clause shall survive the termination or completion of the Agreement. 1) The General Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities applicable to performance of the Work. 2) If the General Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,building codes,and rules and regulations without such notice to the Architect and Owner,the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. U. Temporary Enclosures: All temporary enclosures shall be provided whenever needed either for protection from weather or to protect the building against entry,theft or construction damage. V. General Contractor to include in his price utility connections and venting to all kitchen appliances(range exhaust hood(s), sinks,oven[including venting],refrigerator, washing machine, dryer etc.). 1)General Contractor to prepare shell for cabinetry. 2)All vent piping shall be rigid galvanized duct, vented to exterior. W. General Contractor to coordinate and work with cabinet worker in installation of all cabinets. GENERALAND SUPPLEMENTAL CONDITIONS-3 SPECIFICATIONS X.Alternates: 1) Substitutions will be allowed only with the approval of the Architect. Requests for permission to sub- stitute a product,material or process for that specified in the Contract Documents shall be accompanied by evidence that the proposed substitution: a)is equal in quality and serviceability to the specified item b)will not entail changes in detail and construction of the Work c)will be acceptable to the Architect in achieving design and artistic intent d)will not result in any increased cost to Owner. Y. General Contractor to coordinate with Owner intercom/telephone/computer installation for exact locations of equipment and wiring. 1) Walls are not to be closed until telephone/intercom/computer installation is complete. Z. General Contractor to coordinate with Owner's audio/visual contractor exact locations of all equipment, speakers,wiring, antenna wiring and any conduit that may be necessary for future installation. 1)Walls and finished floor are not to be closed until audio/visual installation is complete. AA. Remove all debris from the site. 1) General Contractor shall be responsible for the removal of all waste and debris from site. 2) General Contractor shall be responsible for the removal of all waste and debris in compliance with all local, state and federal laws and regulations and shall indemnify and hold the Owner and the Architect harmless from any losses or claims in connection therewith. This clause shall survive the termination or completion of the Agreement. '3) General Contractor shall at all times keep the Project free from accumulation of waste materials,rubbish and construction debris and, at the completion of the work, shall remove all its tools, scaffolding and surplus materials and shall leave its work broom clean or its equivalent. General Contractor shall daily, or less frequently as Owner may require, collect and shall remove the rubbish. BB.General Contractor and Subcontractors shall,upon completion of the work,promptly remove from the property any and all tools,scaffolding,equipment and surplus material and shall leave the work and premises "broom clean". 1)In the event the same shall not be removed by General Contractor and Subcontractors after five(5) days written notice,the Owner shall be entitled to remove and discard the same without further notice and without liability to General Contractor and Subcontractors,and General Contractor and Subcontractors shall be liable to the Owner for the costs so incurred by the Owner. CC. Neither General Contractor nor his Subcontractors shall place any signs,billboards or posters on any ,portion of the site,building,property or fences(temporary or permanent)except upon prior written permission received from the Owner; and then only of a size,material,color and type, and at a location approved by the Owner. Sign shall be in conformance with all rules,regulations and ordinances of local jurisdiction. DD. General Contractor shall pay for and maintain portable sanitation unit on site for use by all subcontractors and workers. Unit shall remain in place until substantial completion of project. EE. All available and secured rebates from PSEG or any other agency or company shall be credited to Owner. FF. After execution of the Contract, if the Contractor is delayed for any reason whatsoever in the performance of its contractual obligations through no fault of the Contractor, as a condition precedent to the issuance of an extension of time pursuant to this Section G/SC of-the Specifications,within ten(10)days of the occurrence or event causing the delay, Contractor shall notify the Owner of the delay indicating the cause of the-delay and the amount of time the Contractor was delayed. Failure to provide notice as provided herein shall be deemed to be a waiver of an extension of time that may otherwise be due under the Contract. GENERAL AND SUPPLEMENTAL CONDITIONS-4 SPECIFICATIONS GG. Notwithstanding anything to the contrary contained herein,the Contractor hereby waives any damages stemming from delays to the project regardless of fault, and the Contractor hereby agrees to accept an extension of time to complete as full compensation for any damages resulting from delays to the project. 3. PERMITS: A. The Building Permit from the governing municipality shall be paid for by the Owner. 1. General Contractor shall prepare, supply and file all documents necessary for release of required permits from the governing municipality. This shall include,but is not limited to the following as required: a) Exterminator Letter b) Asbestos Report c) Lead Report d) Utility Disconnects e) Demolition Permit f) Building Permit g) Insurance Forms h) Licenses B. General Contractor shall prepare and file application for all other required utility and other permits related to completion of construction. This shall include,but is not limited to the following: a) Electric Service C. General Contractor shall obtain the forms and documents required in order to obtain all permits for the project,and Contractor shall provide same to the Owner for signatures and execution within 7 days of Contract Signing. Owner shall complete and execute the requisite forms provided by the Contractor and shall return them to the Contractor within 7 days of receipt from the Contractor. Contractor shall file the documents within 7 days of receipt of forms from the Owner. 4. SURVEYS: All required surveys for the project shall be paid for by the owner. General Contractor shall coordinate with respect to foundation stake-out survey and foundation location surevy. GENERAL AND SUPPLEMENTAL CONDITIONS-5 SPECIFICATI®NS 5. DEMOLITION AND REMOVAL: Work Included: A. The removal of existing dwelling and foundation with exception of foundation wall perimeter at new Northwest patio .Coordinate with owner Removal of all other work as necessary to affect the work as shown including all utility disconnection letters etc. B. General Contractor shall coordinate with Owner regarding items to be salvaged and stored by Owner C. Remove all debris from the site. 1)General Contractor shall be responsible for the removal of all waste and debris from site. 2)General Contractor shall be responsible for the removal of all waste and debris in compliance with all local, state and federal laws and regulations and shall indemnify and hold the Owner and the Architect harmless from any losses or claims in connection therewith.This clause shall survive the termination or completion of the Agreement. D.Provide temporary bracing as required. E. General Contractor shall be responsible for removal and carting away from site of all trees at area of proposed construction, as required. Coordinate with Owner prior to removal. 6. OMISSIONS: A. The Drawings and Specifications are intended to coordinate. Anything found on the Drawings and not mentioned in the Specifications or vice versa, or anything not expressly set forth in either,but which is reasonably implied, shall be furnished as though specifically shown and mentioned in both, without extra charge. 7. PROJECT COMPLETION: A. Project Completion procedures shall include: 1. Substantial Completion and General Contractor's Punch List. 2. Owner's Punch List. 3. Final cleaning. 4. Project Completion File Box. B. General Contractor is required to coordinate his efforts with regard to project completion with Owner and Architect. C. When General Contractor considers that the Work is substantially complete,he shall submit written notice,with a list prepared by General Contractor of punch items having been completed or corrected. D. Execute final cleaning prior to General Contractor's completion Punch List. Clean surfaces exposed to view;remove temporary labels, stains and foreign substances;polish transparent and glossy surfaces; vacuum carpeted and soft surfaces. Clean equipment and fixtures to a sanitary condition; clean or replace GENERAL AND SUPPLEMENTAL CONDITIONS-6 SPECIFICATIONS filters of mechanical equipment. Remove waste and surplus materials,rubbish and construction facilities from the Project and from the site. Use only those cleaning materials which will not create hazards to health or property and which will not damage finished surfaces. E. Upon receipt of written notice that the Work is ready for final review and acceptance,the Owner will review the Project and issue a Punch List of deficiencies or corrections required. F. General Contractor shall correct all deficiencies and shall note all corrections and the date(s)made upon the List. G. Within a reasonable time,the Owner will review the Work again to verify that the Punch List items have been completed. H. Prior to final inspection,General Contractor shall demonstrate operation of each system as required under various sections of the Specifications. General Contractor shall instruct the Owner in the operation, adjustment and maintenance of equipment and systems,using the operation and maintenance data as the basis of instruction. I. Project Completion File Box: 1. Prior to Final payment to owner General Contractor shall submit a plastic file box with Pendaflex folders and files containing the following: a) Names, addresses and phone numbers of all Subcontractor and Suppliers. b) Operation and maintenance data for (1)Mechanical Equipment and Controls (2)Electrical Equipment and Control (3) Miscellaneous Equipment c) Warranties and Guarantees d) Final Survey e) Certificate of Occupancy f) Electrical Underwriter's Certificate g) Certificates of Inspection or Approvals with any Governing Agencies h) Release of Liens i) Results of duct tightness test GENERAL AND SUPPLEMENTAL CONDITIONS-7 SPECIFICATIONS SECTION 1 —EXCAVATING AND GRADING L GENERAL: A. Contractor shall do all excavating as required on the Drawings. B. Earth banks shall be braced against caving in the work area. C. The bottoms of all footing excavations shall be exactly level on solid undisturbed earth. D.Excavations are to be kept free of standing water. E. Contractor is to carefully examine the site to determine character and amount of clearing, excavation and grading as indicated on Drawings. F. Contractor shall notify all required authorities and utilities ten(10)day prior to excavation for verification and location of all underground utilities (800.962.000) G. Contractor shall provide all professional certifications required by governing municipality for building excavation,sanitary system and drywell installations. 2. CLEARING SITE AND REPAIR: A. All obstructions to the progress of the work are to be removed. B.Pavings,walks, curbs, etc.damaged during construction, shall be repaired. C.Existing trees which are to remain shall be suitably barricaded to protect them from damage during construction. 3. TOP SOIL REMOVAL: A. Remove all top soil at new addition area and for a distance often(10)feet beyond the out side walls. Place same in a neat pile on the lot as directed. No top soil shall be removed from the site. 4. GRADING: A. Contractor shall bring the finish grades to the lines shown on the Drawings with stockpiled top soil. B.If additional dirt is needed or excess dirt is to be hauled away, Contractor shall be responsible for same. C. When the walls are built to grade line,Contractor shall backfill against them. 5. TRENCH EXCAVATING: A.Dig all trenches for foundation walls and footings to minimum depth and dimension as shown on Drawings AND to virgin soil with an assumed load bearing capacity of 2 tons/SF. Contractor shall verify in field. B. Sewer trench shall be pitched with a uniform fall and the trench backfilled upon completion of the installation and after proper inspection. 6. BACKFILL: A.All walls,foundations,trenches as necessary. B.No backfilling shall be done before footings and foundation walls have been constructed on undisturbed earth and all foundation walls adequately braced. 7. FILL: A. Fill brought into site as required, shall be clean `bankrun' and compacted as required under all concrete slab flat work, driveway,front walkway, and patios.. 8. BASEMENT AND/OR CRAWL SPACE EXCAVATION: A. Excavate the entire area of the basement and/or crawl space as shown on the drawings. B. Same to be made larger than outside wall dimensions in every direction to allow for inspection, waterproofing, etc SPECIFICATION SECTION 2—CONCRETE 1. WORK INCLUDED: A. Footings B. Walls C. Slabs D.Platforms E. Steps F. Anchor Bolts G. Damp proofing. H. Vapor Barrier 1. Exterior Equipment Pads 2. MATERIALS: A. All concrete shall be 3500 PSI(28 day strength). B. Anchor Bolts: SEE SCHEDULE ON CODE COMPLIANCE DATA DRAWING. C. Damp proofing shall be Tuff-N-Dry membrane by Koch. (Or approved equal) D. Vapor Barrier shall be Rufco 400 SSB (3.4 mil.Thickness,perm.Rating .045). 3. MISCELLANEOUS: A. All walls shall be plumb and level. B. All footings shall bear on virgin soil. C. Assumed Soil bearing capacity shall be 2 tons/S.F. General Contractor shall verify in field. D.Pour all concrete into forms. 1) All concrete dropped into forms for a vertical height of more than 36" shall be vibrated. E. All concrete work to conform to latest edition of ACI Building Code and be in accordance with the latest edition of the Manual of Standard Practice for detailing of Reinforced Concrete Structures. F. All reinforcing bars, as specified on Drawings, shall conform to ASTM designation A615, grade 60, and welded wire fabric to conform to ASTM A82 and Al85. G.No horizontal construction joints shall be permitted in walls or footings. H.The bottom of all exterior footings shall be a minimum of 3'-6"below grade. I.No backfilling shall be permitted against any walls unless they are properly braced by floor construction, temporary shoring or balanced fill. J. General Contractor shall install waterproof membrane"Mel-Rol"by W.R.Meadows Inc.on exterior walls behind all concrete platforms, steps,etc. 1) Membrane shall be adhered as per manufacturer's specifications to plywood sheathing at finished floor line and shall extend down 2'-0"below grade over dampproofmg past perpendicular projections from foundation walls. CONCRETE 2-1 SPECIFICATIONS L. Pads for exterior equipment(compressors, generator, etc.)shall be 6"thick concrete slab with 66 x l O1 OW WM over 6"gravel base. 1) Size of pad shall be minimum 12"larger than width and depth of equipment unit to be placed thereon. 2) All equipment pads shall be at Elevation+8' or higher. Coordinate in field. M.Damp proofing: 1) All surfaces to be damp proofed shall be dry, clean and smooth, free of dust,dirt voids and cracks and sharp projections. 2) Apply Tuff-N-Dry waterproofing membrane by Koch(or approved equal)to 60mi1 (wet)thickness only when temperature is 40°F and rising in dry weather.. 3) Membrane shall not be exposed to sunlight for more than 15 days. 4) Apply 2"cant at footing and waterproof over footing. 5) Backfilling shall be done with care so as not to"drag"board down wall, and shall be done within 48 hours after installing board. 6) System to be applied to all foundation walls below grade at basement and crawlspace area CONCRETE 2-2 SPECIFICATIONS SECTION 3—MASONRY 1. WORK INCLUDED: A.Masonry 1) Back-up Brick and Concrete as required. B. Blue stone 1) Exterior patios and treads. C. Stone Veneer 1) Exterior walls. 2 MATERIALS: A. Blue stone shall be 1"thick with thermal finish- SEE PLAN for pattern. B. Blue stone treads shall be 2"thick with thermal edge finish. Joints to be located in field. C. Thin stone veneer:Provide material allowance of$16.00/SF for field areas and$25.00/LF for corners. Style and color of stone to be selected by owner.Dry-set installation 3. MISCELLANEOUS: A. Centers--centering to be furnished by carpenter from mason's direction B.Chases and slots--build in chases and slots required by all trades. C.Flashing--build in all flashing as required. D. Cleaning and Pointing--after completion,mason is to do all necessary cleaning with wire brushes and muriatic acid, and all pointing,and to leave the work in condition acceptable to the Architect. E. Cutting and patching--all cutting and patching of Masonry Contractor. F. Weather conditions--No masonry work shall be performed in freezing weather conditions except as directed by the Architect. 1) Concrete shall be protected from frost. 2) Anti-freeze compound shall be mixed with the water, only with permission of the Architect. G.Mortar boxes--provide boxes for mixing mortar. 1) No mortar or cement may be mixed in the building. 2) Only potable water shall be used for mixing mortar. MASONRY 3-1 SPECIFICATIONS SECTION 4 - STEEL 1. MATERIALS: A. Materials shall be free from defects impairing strength,durability and appearance and be best commercial quality for the purpose specified,made with structural properties to withstand safety-strains and stresses to which they will normally be subjected. B. Fabrication and erection of all structural steel work shall conform to,41 S.C. Specifications for the Design Fabrication and Erection of Structural Steel for Building--latest edition. C. All steel shall conform to A.S.T.M. designation A-36 Steel. D. Contractor shall submit an affidavit from the producer of the structural steel,certifying that the steel meets all the requirements of A-36 Steel. 2. FABRICATION AND ERECTION: A. Punch and drill steel as required and where indicated on Drawings or specified for attachment of other materials thereto; drilling required but not definitely indicated on Drawings or specified shall be done in field. Burning of holes will not be permitted. B. Contractor shall provide all necessary temporary guying and bracing required to erect and hold the steel frame in alignment and columns plumb, until deck and walls are in place. C. Connections shall be 2-angle standard connections wherever possible. Connections shall be adequate to carry the reaction due to maximum uniformly distributed load that the beam is capable of supporting for its span based on the A.I.S.C. Safe Load Tables. D. All high-strength bolts to be friction type, A.S.T.M. A325,3/4"diameter minimum. E. All shop connections to be welded or high-strength bolted. F.Field connections may be made with A307, 3/4' diameter bolts except as follows: 1) For members framing into columns and within 18"of columns,use high-strength bolts; 2) Where high-strength bolts or welds are called for on the Drawings. G.Bearing ends of columns shall be milled to complete true bearing. H.All steel to receive one shop coat of paint. 1.Provide masonry anchors as per A.I.S.C.for all wall bearing beams. J. All shims shall be steel. K. All steel pipe columns dimensioned in drawings refer to Interior Dimension(I.D.)and shall be of STANDARD strengths unless otherwise noted. L. All exposed steel angle masonry supports shall be galvanized. STEEL 4-1 SPECIFICATIONS SECTION 5—CARPENTRY AND MILLWORK 1. WORK INCLUDED: The Contractor shall furnish and install all work under this section as specified herein and showdon the Plans.All work shall be done by mechanics skilled in their trade and workmanship shall be of the best quality. 2. MATERIALS: The Carpenter shall do all cutting and fitting of his woodwork required by the Plumbing,Heating and Electrical Contractors or any other mechanics to install their work. A. General Contractor shall supply and install all required hold-down,overturning and strapping devices as required by the current Building Code of the State of New York AND the governing municipality Building Department Oficial: SEE PLANS B. Cutting of the floor joists to a depth of 1/6 of the joist depth shall be permitted except in the middle half of the span. No stud shall be cut more than one half of its depth to receive piping and duct work. All cuts and notching shall be approved by engineer. C. All joists to be sized to width and framed on the ends with material of the same size as the joists. D.Trimmers and headers of double joists shall be put around all chimneys, stairways, and fireplace openings, etc. Allow clearance around chimney masonry. Place double joists under all partitions running parallel to same. E. All exterior wall openings and interior load-bearing partition openings to be framed with headers designed to carry the imposed loading conditions at each opening. Double studs shall be used at sides of all load-bearing wall openings. F. All outside and inside corners to be formed with three(3)pieces of 2 x 4 or 2 x 6 spiked together. G.Furnish and install all grounds and/or nailers of sufficient size for plastering or drywall work for nailing wood base trim etc. and as required by other trades. Provide all furring and blocking as required for architectural features. Plates to be 2 x 6 doubled at top on all load bearing partitions and so installed as to tie into intersection partitions. H. Sizes of framing members for roof construction to be as shown and erected in accordance with the detail drawings. Where roof trusses or engineered laminated beams are specified,the trusses or beams are to be of an approved design and fabrication required for various geographical areas. Roof trusses or beams shown on the Drawings are diagrammatic. Contractor to provide specific structural details for roof construction. General Contractor shall submit shop drawings for Architect's approval. Drawings shall be prepared,sealed and signed by manufacturer's structural engineer. J. All structural wood framing shall be Douglas Fir Western Larch#2 and better, S-dry as follows: E= 1,600,000 PSI K.All lumber in contact with concrete shall be A.C.Q.treated. Use only Stainless Steel Connectors L. All interior trim : SEE PLAN M.All exterior trim : SEE PLAN N. All framing shall be well-nailed and materials bear grade stamps. CARPENTRY AND MILLWORK 5-1 SPECIFICATIONS O. All wood plywood for sub-floors,shall be as follows: 1) Thickness: 3/4" 2) Plies: 5 3) Species: Douglas Fir I(group 1) 4) Exposure: Exterior 5) Veneer Grade: C/D 6) General Contractor shall supply and install plywood sheathing clips at all plywood sub-floors (TECO H Clips)at 16"on center at unsupported joints. 7) All plywood sheathing for sub-floors and underlayment layers at floors shall be glued and screwed in place. 9) General Contractor shall provide, at all attic access locations as shown on Plans, 320 S.F. of%2" CDX Plywood as an attic floor. P.All wood plywood for wall and roof sheathing, shall be as follows: 1) Thickness: 5/8" 2) Plies: 5 3) Species: Douglas Fir I(group 1) 4) Exposure: Exterior 5) Veneer Grade: C/D Q. All wood plywood for floor underlayment shall be as follows: 1) Thickness: 1/2" 2) Plies: 4 3) Species: Douglas Fir I(group 1) 4) Exposure: Exterior 5) Veneer Grade: C/C Plugged,touch sanded R. Caulking-- Silicone base. S. All Gypsum Board shall be as follows: 1) Installed as per ASTM C36 2) As manufactured by National Gypsum. 3) Supplied and installed as follows: a) Typical (1) 5/8"Gold Bond (2)Level 4 finish b) Garage and Mechanical Rooms as required (1)XP 5/8"Fire-Shield C (2)Level 4 finish c) Bathrooms (1) 1/2"Wonder Board at all walls and ceilings to receive stone or tile (2) 5/8"Gold Bond XP Gypsum Board with Sporgard(purple)at all remaining areas (a) Level 4 finish (3) 5/8"Quietrock 525 as shown on Drawings (a) Level 4 finish 4) Provide control joint by US Gypsum No. 093 at the following locations: a) Intersection of sloped ceilings and vertical walls b) Tray Ceilings c) Vertical walls in excess of 12'-0" in height (1)Locations to be determined in field by Architect d) Ridgelines in cathedral ceilings T. All floor registers shall be located at centerline of windows. CARPENTRY AND MILLWORK 5-2 SPECIFICATIONS U .Insulation shall be : SEE PLAN 1) Sills: 6"x 1"fiberglass batt insulation 2) All interior walls enclosing bathrooms and laundry room shall receive full thick sound attenuation batts by ROXUL. V.Mirrors: 1) Mirrors shall be 1/4""Prism"float mirror with machine diamond polished edge, applied with mastic. 2) All joints in mirror shall be approved by Architect prior to fabrication and installation. W.Do all cutting and patching for all trades. X.Nailing: 1) All exterior nailing in exposed exterior wood shall be stainless steel. 2) All nailing in sheathing shall be galvanized. Y. All window and door jambs shall be : SEE PLAN Z. General Contractor shall supply and install copper termite shield under all wood sills with stainless steel fasteners AA. General Contractor shall provide continuous vapor barrier system at all exterior walls and window and door openings by installing `Tyvek' housewrap an tape,installed as per manufacturers directions BB.Bridging shall be as follows: 1) Floor and Ceiling-- Solid bridging at 8'-0"on center on all spans exceeding 8 feet Size equal to floor and ceiling joists. 2) Roof-- 1 x 3 cross bridging at 8'-0"on center on all spans exceeding 8 feet. CC.All exterior walls and interior bearing walls shall be"catted"at mid-span. All walls over 9'-0"shall be catted at mid-span or at a maximum of 9'-0"on center. DD. All closet shelving shall be 3/4"Medite H formaldehyde free medium density fiberboard. EE.All closet poles shall be heavy duty 1-1/4" diameter nickel plated steel rods with full escutcheons, continuous lengths (non-adjustable). Brace as.required. GG.Notch all roof rafters as required allowing for free movement of air and venting of roof. HH. Siding shall be : SEE PLAN II. All shims shall be steel. KK. General Contractor shall set all finished nails in exterior and interior trim. LL. No finish woodwork or flooring is to be stored in the building until watertight. CARPENTRY AND MILLWORK 5-3 SPECIFICATIONS SECTION 6— DOORS AND WINDOWS 1. WORK INCLUDED: The Contractor shall furnish and install all work under this section as specified herein and shown on the Plans. All work shall be done by mechanics skilled in their trade and workmanship shall be of the best quality. 2. MATERIALS: A.Interior doors: SEE PLAN 1) All keyed locks(i.e.Front door, Garage door, Service door, etc.)shall be"keyed alike". b) Weather-stripping at all exterior doors shall be neoprene. B. Operating and Fixed window, Sliding Doors and shall be Andersen `400 series with standard low E argon-filled glass. OR Marvin Aluminum Clad units where indicated on plan a)Provide screens at all operating windows and doors. b)NO GRILLS c)Hardware style and finish to be selected by owner. d) All Casement windows shall be equipped with"egress"opening arm hardware e) Color of windows and screens shall be white f) Provide shop drawings of windows, including grille patterns for approval C. All exterior glazing shall be"Class A"rated with 10-year manufacturer's warranty. 1) All window stickers shall be removed prior to final payment. D. All Interior Fixed Glass shall be 1/2"single pane safety glass unless otherwise noted on Plans E. All operating and fixed windows as noted on Plan that have a finished floor-to-sill height of 24" or less shall have tempered or safety laminated glass. F. General Contractor shall provide copper sill pans at all Sliding Doors SKYLIGHTS,DOORS AND WINDOWS 6-1 SPECIFICATIONS SECTION 7—FINISHES 1. WORK INCLUDED: A. Contractor shall furnish all material and labor pertaining to the work as shown on the Drawings and specified herein. B.However,the Owner retains the option of either: 1) obtaining any or all materials stated in the allowance through the professional services of General Contractor,with any discrepancies of cost being either: a) credited to the Owner by the General Contractor,in cases where the cost of material is less than the original allowance, or; b) the Owner awarding the General Contractor difference in cost, in cases where the material expense is more than the original allowance. OR 2) supplying the General Contractor with any or all of the materials stated in the allowances, and, in turn,receiving a credit,from the General Contractor,for the entire original allowance. 3) In both cases stated, in items one and two, General Contractor is to be responsible for coordinating the shipping, delivery to the site,preparation of all surfaces to receive the material and the installation. C. Setting and Grouting Materials: 1) Walls(Thinset) a) Epoxy setting Mortar shall be Latapoxy SP-100 Epoxy Adhesive as manufactured by Laticrete International Inc. (OR APPROVED EQUAL) b)Grouting Mortar shall be Urethane Grout by Quartzlock2. (1) Color to be selected c) Areas as follows: SEE FINISH PLAN 2) Floors(Mudset) a) Setting bed mortar shall be 1:3 Portland Cement/Sand combined with Laticrete 3701 Admix by Laticrete International Inc. (OR APPROVED EQUAL) b) Grouting Mortar shall be Urethane Grout by Quartzlock2. (1) Color to be selected c) Areas as follows: SEE FINISH PLAN 2. WORKMANSHIP: A. All porcelain tile shall be installed in 1"setting bed at floor areas and thin set at wall areas: B.Labor and materials costs shall be included in base price. 3. MATERIALS: A. SEE FINISH PLAN FINISHES 7-1 SPECIFICATIONS SECTION 8—ROOFING&WATERPROOFING 1. WORK INCLUDED: A. Flashings, copings, cant strips, base flashings,cap flashings,curbs,valley flashings, gutters,leaders, etc., whether of not shown on Drawings,as required to make the work watertight. B. Gutters and Leaders. C.New roof shingles at pitched roofs. D.Ice and water shield. E.Elastic sheet roofing system(adhered). F. Standing seam roof 2. MATERIALS: A.Flashings: Aluminum B.All valleys shall be closed and woven. C. Gutters and leaders: 1) Aluminum in white 2) Gutters—6"half-round. 3) Leaders—3"Dia. 4) Provide overflow `T' at leaders, 12"above grade with screen. D.Roof shingles shall be GAF Timberline Ultra HD fiberglass roof shingles with lifetime warranty. See plan for color. E. Standing seam roof by `Atlas', aluminum dutch lap or approved equal. Color to be selected. F. Elastic sheet roofing system,shall be commercial grade adhered system by `Carlsile' or approved equal. G.Ice and water shield shall be as manufactured by W.R. Grace&Co. and applied and installed in strict accordance with manufacturer's instructions. 1) All valleys 2) All perimeter roof surfaces 3) All ridges without ridge vents 3. WORKMANSHIP: A. Inspection: 1) Verify deck is clean and smooth,free of depressions,waves, or projections,properly sloped to drains, valleys or eaves. 2) Verify that roof openings and penetrating elements through roof are solidly set; wood cant strips, wood nailing strips and reglets are in place. Verify deck is supported and secured. 3) Do not apply roofing materials to damp, frozen,dirty or dusty deck or to surfaces unacceptable to manufacturer. 4) Verify that deck surfaces are dry and free of snow or ice. 5) Ensure flatness and verify tight joints of wood deck. 6) Beginning installation means acceptance of substrate. B. All work shall bear a written one(1)year guarantee from the Roofing Contractor from the date of Owner's acceptance. ROOFING 8-1 SPECIFICATIONS SECTION 9—PAINTING AND STAINING 1. WORK INCLUDED: A.The work to be done by the Painting Contractor shall include the furnishing of all materials, labor, and tools and equipment required to complete the painting and decorating of the building as specified. B.The submission of a bid by this contractor confirms an understanding of all conditions pertaining to this work and proper application of materials specified. 2. WORKMANSHIP: A. All materials shall be applied free from runs, sags,wrinkles, streaks, shiners and brush work B. All materials shall be applied uniformly. If any reduction of the coating's viscosity is necessary, it shall be done in accordance with the manufacturer's label directions. C. A minimum interior temperature of 65°F.shall be maintained during the actual application and drying of the paint, and until occupancy of the building occurs. Adequate ventilation shall be maintained at all times to control excessive humidity which will adversely affect the curing of coatings. General Contractor is solely responsible for maintaining suitable temperatures and ventilation. D. Before painting begins,all other crafts shall have completed their work, and shall have removed all dirt and debris resulting therefrom. The rooms or areas are to be left in broom clean condition. E.Enamel and varnish undercoats are to be sanded smooth prior to re-coating. Tops and bottoms of doors are to be finished in the same manner as door faces, after carpenters complete fitting of them. F.No exterior painting or staining shall be undertaken if air or surface temperature is below 50° F.,not immediately following rain or until frost, dew or condensation has evaporated. Surfaces should always be tested with moisture meter before proceeding. 3. MATERIALS: A. Bids are to be based on coatings as manufactured by Benjamin Moore& Co.and Cabots Stain,except as otherwise specified. B. Colors shall be those approved by the Architect. A duplicate color-chipped schedule will be supplied to the Painting Contractor. All primers and undercoats are to be tinted to the approximate shade of the selected finish coat. All paint colors shall be"standard colors". Paint and stain colors to be selected by'Owner. C. All paint and coatings must be delivered to the job site in manufacturer's original containers. D. General Contractor shall prepare proper size acceptable samples of each color and sheen required for approval by the Architect. E. It is to be understood by General Contractor and Painting Contractor that all coatings must conform to all State and local regulations including VOCNOS rules at the time of application. 4. GENERAL PREPARATION OF SURFACES: A.Painting Contractor shall be wholly responsible for the quality of his work, and is not to commence any part of it until surface is in proper condition. B.If Painting Contractor considers any surface unsuitable for proper finishing,he is to notify the Architect of this fact in writing. He is not to apply any material until corrective measures have been taken,or the Architect has instructed him to proceed C. All surfaces are to be clean; if for any reason the surface cannot be cleaned,this condition shall be promptly reported to the General Contractor and the Architect. PAINTING AND STAINING 9-1 c r SPECIFICATIONS D.If Painting Contractor has been instructed by General Contractor to begin painting under conditions and circumstances he believes could result in poor performance and early failure of the coatings,he shall request, in writing,a decision from the Architect. E. The prime coat should be applied soon after surface preparation has been completed,to prevent contamination of the substrate. 5. STORAGE: General Contractor will provide for a secure space for the storage of all painting materials and equipment, for the exclusive use of Painting Contractor,who will be responsible for maintaining it and leaving it free from fire hazards relating to improperly stored rags or thinners. 6. INSPECTION: Any work not conforming to the Specifications or not meeting with the approval of the Architect, shall be removed or corrected and/or repainted as requested by the Architect. 7. REMOVAL: A.Upon completion of a room or area, it shall be left in a clean and orderly condition, and all paint spatters, contaminated rags and trash shall be removed. B.Upon completion of the job,Painting Contractor is to remove all surplus materials, scaffolds, etc. from the premises that relate to his trade. He shall clean all window glass free of excess paint and spatters, and remove paint that has been misplaced on other surfaces. 8. SURFACE PREPARATION: A.Interior surfaces: 1) Wood surfaces to be painted: a) All surfaces shall be dry and sanded smooth and free of loose dirt, dust or grit. b) Putty all nail holes, cracks and blemishes after undercoater has been applied. Knots are to be coated with Moore's#023 Primer before overall coat of Moore's Enamel Underbody is applied. c) All coats must be thoroughly dry before applying succeeding coats,and lightly sanded between coats. d) Avoid general use of shellac as an undercoat. e) After fitting by the carpenter,tops and bottoms of all doors must be primed and painted the same as the faces of doors. 2) Wood surfaces to be stained(clear finish): Natural wood(clear finish) a) All surfaces shall be dry and sanded smooth; free of loose dirt, dust or grit. b) Fill all nail holes, cracks and blemishes after staining with filler tinted to match the color of the wood or stain. c) After fitting by the carpenter,tops and bottoms of all doors must be sealed with a clear coating. 3) Drywall: a) All surfaces must be free of sanding dust, and joint treatment cement should be thoroughly dry. b) Damaged or defective surfaces are to be repaired by spackling or by other appropriate measures. c) Steel corner beading is to be coated with Moore's SPS before applying water-thinned coatings. PAINTING AND STAINING 9-2 SPECIFICATIONS B. Exterior Surfaces: 1) Wood and Versatex trim a) All surfaces must be dry,free of greasy residue,mildew,mortar and asphalt spatters and construction soil. b) Surfaces are to be abraded with a stiff fiber brush to remove loose fibers and splinters. c) Staining is not to be done during or immediately following foggy,rainy or frosty weather, nor when temperature is expected to go below 50°F. before the stain has dried. C. Schedule and Materials: 1) Wood trim and doors (satin) a) Prime coat -- Benjamin Moore's#217 Alkyd Enamel Underbody. b) Finish -- two(2)coats Benjamin Moore Aura Waterborne, Satin Finish. 2) Drywall(flat) a) Prime coat -- Moore's#023 Primer. b) Finish -- two(2)coats Benjamin Moore Aura Interior,Matte Finish. 3) Bathrooms a) Prime coat—Benjamin Moore#023 Primer b) Finish—two(2)coats Benjamin Moore Aura Bath& Spa Waterborne Interior,matte finish 4) Siding a) Touch-up prefinished siding as required PAINTING AND STAINING 9-3 SPECIFICATIONS SECTION 10—ELECTRICAL 1. WORK INCLUDED: A. New 200 amp overhead electrical service. Coordinate with owner B.All wiring for switches,outlets, fixtures,heating, ventilating and air conditioning units, appliances, C. Final hook-up to Owner's appliances. E. Smoke and Carbon Monoxide Detectors. 2. MATERIALS: A.All wiring shall be copper. B. See drawings for switch, dimmer and outlet specifications C. All wall plates shall be Leviton Decora PLUS. 3. WORKMANSHIP: A. All work shall conform to the following requirements: 1) PSEG 2) National Electrical Code. 4. MISCELLANEOUS: A. General Contractor shall verify adequacy of service prior to bid. B. General Contractor shall furnish,to Owner and Architect,an electrical underwriters certificate at completion of the work. C. All circuits to be labeled at panel. D. General Contractor shall verify location of all fixtures, outlets,switches etc.with Owner prior to roughing. E. General Contractor shall verify recessed fixture depths and clearances prior to ordering fixtures. F.All lighting fixtures and electrical equipment shall be U.L. approved. G. All exhaust fans shall be installed with timers, and ganged with adjacent switches. 1) Timers shall be Lutron MA-TSHW-WH H. All switched duplex convenience outlets shall be split wired. I. General Contractor shall gang all adjacent switches,timers and outlets. J. Recessed floor outlets shall be Leviton Model No.FB512U mounted flush with finished floor. K. General Contractor shall segregate all lighting circuits from convenience outlet circuits at new work. L. General Contractor shall supply and install dedicated electrical duplex outlet for the following(verify locations in field): 1) Alarm—duplex surge suppression receptacle 2) Telephones—duplex surge suppression receptacle S. All exterior GFCI outlets shall be installed with"Sur-Lock" covers. T.Time Clocks shall be Intermatic Model E-1010,24-hour automatic, 1500 watt, 15 amp. U. General Contractor shall supply and install electric sub-panel dedicated to generator. Panel shall be wired with the following circuits:Verify with owner W. Contractor may use permanently installed lighting fixtures providing he cleans and re-lamps the lighting fixtures prior to project completion. Y. Supply and install two(2)attic fan(s)—Broan 355 SOBK solar powered attic ventilators with HU 100 Humidity Control,AHS 200 Automatic Heat Sensor and manual override switch to be located in field by Architect. ELECTRICAL 10.1 SPECIFICATIONS SECTION 11 —PLUMBING 1. WORK INCLUDED: A. Sanitary drainage system complete, including fixtures,roughing connections,piping,hangers, stacks, soils,wastes,cleanouts, vents, fittings,fresh air inlets,traps,etc. B. All plumbing work shall conform to NYS Building Code and Suffolk County Department of Health. C. Hot and Cold water system: 1) Roughing to all fixtures. 2) Air chamber extension run up 12"above fixture outlets at all fixtures. 3) Fittings,connection pipes,hangers,valves to be in copper. 4) Drain cocks to be provided for draining entire system. 5) Hot water circulating system. 6) Connections to all fixtures and frost proof hose bibs shown on Drawings 7) Insulation for all hot water, cold water and hot water lines. 8) Plumbing fixtures as shown on Drawings. 9) All excavating and trenching for all plumbing work 11) Final hook-up to Owner's appliances. 12) General Contractor shall identify and tag all valves. 13) All underground storm water piping from roof leaders to dry wells shall be 4"Oschedule 35 PVC D. Secure and pay for required permits,tests, inspections, etc. Tests on piping as required by governing municipality to be repeated until pipe is shown to be perfectly tight. All work to conform to all rules and regulation,local or otherwise having jurisdiction. 2. WORKMANSHIP AND MATERIALS: All materials installed which do not present an orderly and reasonably neat and workmanlike appearance, shall be removed and replaced when so directed by the Architect. A.Pipe: 1) All NEW soil, vent and waste piping: P.V.C. 2) Water supply: PEX tubing. 3) All hot and cold water supply lines to shower valves,heads,body sprays,tub spouts, etc. Shall be 3/4"0 B.Valves—Apollo ball valves. All fixtures to have individual stops: 1) Provide polished chrome stop for water supply line to ice maker(s)and humidifier(s). C. Contractor shall supply and install temporary caps on all supply, soil and waste lines immediately upon installation of rough piping. D. Exterior hose bibs shall be frost proof F. Shower drains shall be Zurn FD-2290-NH3-S5 (5"square) 1) Finish to be selected G. At Laundry Area supply and install recessed washing machine outlet box by Oatey,Model#38822 3. INSULATION A. SEE DATA FROM ENERGY AUDITOR 4. HOT WATER CIRCULATING SYSTEM: A. SEE DATA FROM ENERGY AUDITOR B. Water Heaters— One(1)new 80 gallon indirect fired water heater for all fixtures PLUMBING 11-1 SPECIFICATIONS SECTION 12 — HEATING.VENTILATING AND AIR CONDITIONING 1. WORK INCLUDED: A.Furnish all labor,materials and equipment and perform all work necessary for the complete execution of all Heating,Ventilation and Air Conditioning work as shown on the Drawings and as specified hereinafter and as necessary for a First-Class Installation complete in every respect. B. Heating and cooling equipment shall be sized in accordance with A.C.C.A.Manual"J"or similar section of the Residential Code of New York State. SEE DATA FROM ENERGY AUDITOR 1) Condensing unit \ 2) Air handlers 3) Humidifier 4) Boiler,hot water coils,piping and zone valves 5) Supply and return ductwork with acoustical lining 6) Vibration isolation at equipment supports 7) Rigging and placement of all equipment 9) Automatic temperature control system 10) Diffusers,registers and grilles 11) Insulation 12) Wiring of low voltage control circuit 13) Condensate drain piping and overflow safety switch 14) Testing,balancing and operating instructions 16) Concrete pads for all exterior equipment 17) Miscellaneous related items 18) Combustion air vents and ducts as required 19) Dryer Vent 20) Duct tightness test B. Relocate and/or replace all equipment,ductwork,piping, grilles etc.to accommodate the proposed work. C. Contractor shall submit floor plan(s)in triplicate showing all equipment and grille locations. Verify location of all equipment(HVAC, returns, compressors, air handlers, etc.)with Architect and/or Owner prior to installation. D. General Contractor shall submit equipment specifications in duplicate for Architect's approval. E. All equipment installed shall be"Energy Star"compliant. F. All walk-in closets shall be heated and cooled. G.Rigid metal ductwork for all exhaust fans and dryer vents specified;vented to exterior. 1) All outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 2. RELATED WORK NOT INCLUDED IN THIS SECTION: A. All power wiring to motors, starters and damper motors. B. Cutting, chopping of concrete,patching and painting. 3. LAWS, ORDINANCES AND PERMITS: A. Work under this Section shall comply with codes and regulations of the New York Board of Fire Underwriters and all local and State authorities having jurisdiction. HEATING,VENTILATING AND AIR CONDITIONING 12-1 SPECIFICATIONS B. Contractor shall furnish at his own expense all required permits and furnish any certificates necessary where they apply to work under this section. 4. SYSTEM: A. Forced Air One(1 )zone heating and air conditioning system. New propane gas fired boiler to provide hot water to coil at(1 )air handler.Provide motorized zone damper for two (2)zones. B.Zone as follows: 1) Zone 1 — First Floor,Finished areas of Basement 2) Zone 2 — Second Floor 5. EQUIPMENT: - A. SEE DATA FROM ENERGY AUDITOR B.Miscellaneous: 1) Hot water coil — Witt, one(1)per zone 2) Boiler —SEE DATA FROM ENERGY AUDITOR 3) Thermostats—one(1)per zone, 7 day programmable,Honeywell or approved equal 4) Humidifier- Duct mounted by `Aprilaire' with auto flush or approved equal. 5) Circulator — Bell &Gossett a) Self-lubricating — one(1)per zone 6) Condensate overflow safety switches—"Little Giant'—one(1)per zone a) Auxiliary low voltage condensate switches installed in drain pan of air handlers,to turn units off if and when drain pans approach overflow. b) Item No. 599123,Model ACS-2 c) Switch with 72" leads,48V AC/DC 6. DUCTWORK: A. Furnish and install a complete system of galvanized steel supply and return ductwork including branch dampers,splitters,supply registers and return grilles. B.Ductwork shall be installed in strict accordance with the 2016 IECC. - C. All ductwork run below grade to be Poly-Vinyl coated D.Flexible ductwork may be used installed as per all codes. E.Flexible collars shall be installed at the inlet and outlet connections of the blowers. These collars shall be at least 6" long, securely fastened and made airtight. G. The ducts shall be in perfect alignment with the openings in the blowers before the collars are installed. H. Contractor shall supply and install temporary sheet metal caps on all supply and return ducts imme- diately upon installation of ducts. J. All ductwork shall conform with SMCA standards. HEATING,VENTILATING AND AIR CONDITIONING 12-2 r SPECIFICATIONS 7.REGISTERS AND GRILLES: A. Supply registers, grills and ceiling diffusers shall be as manufactured by Grillmaster or approved equal. 1) Floor and Wall: a) Standard aluminum grille b) '/Z"flange c) Color: Wall 2) Ceiling: Grillmaster a) Surface mounted ceiling diffusers b) Grillmaster—Model FF (flush frame) c) Color: White 3) Return: Standard white aluminum grille. Size to be determined. B. All floor registers shall be at centerline of windows. 8. BOILER CONTROL SYSTEM: A. Boiler to be equipped with Model#HWRO Enertrol to modulate boiler water temperature in response to heating demand of residence. B. Bell&Gossett Circulators to be furnished with boiler to supply hot water to each hot water coil. 1) One(1)circulator per zone. 2) No zone valves shall be permitted 9.INSULATION: A. SEE DATA FROM ENERGY AUDITOR 10. SEALING: A. SEE INFORMATION ON DRAWINGS 12.TEST: A.All air registers shall be adjusted to provide uniform heating and cooling throughout the residence. After all registers are balanced and all required control adjustments are made, Contractor shall operate the system to the satisfaction of the Owner. B. SEE DATA FROM ENERGY AUDITOR for required `Blower Door Test." 13. SYSTEM PERFORMANCE: A. System Performance shall meet or exceed all industry standards,and General Contractor shall verify existing system adequacy, including flue capacity,prior to submitting his bid. HEATING,VENTILATING AND AIR CONDITIONING 12-3 SPECIFICATIONS 14. GUARANTEE AND SERVICE: A. The Contractor shall guarantee and service the entire installation for a period of one(1)year from the date of final acceptance by the Owner. B. Contractor shall, during the period of the Guarantee,replace or repair at his own expense, any piece of equipment and or material furnished by this Contractor which is found to be defective or inadequate. The replacement or repair shall be done as soon as notified by the Architect or his authorized representative. C. Contractor shall also repair all damage to surrounding work caused by the failure,repair or replacement of defective material or equipment. D. The final acceptance will be made after Contractor has adjusted his equipment,balanced the system for winter and summer settings, demonstrated that it fulfills the requirements of the Drawings and Speci- fications and has furnished all the required Certificates of Inspection and Approval. 15. ENERGY STAR COMPLIANCE: A. All equipment installed shall be"Energy Star"compliant. HEATING,VENTILATING AND AIR CONDITIONING 12-4 SPECIFICATIONS SECTION 13—MISCELLANEOUS 1. WORK INCLUDED: A. All materials and labor required for and incidental to the completion of the work intended under MISCELLANEOUS specified herein, shall be provided whether or not specifically described or shown,on drawings but necessary to complete the work. 2. PULL DOWN STAIR A. General Contractor shall supply and install Pull Down Stair in location shown on Drawings. Stair shall Aluminum frame"Super Simplex Disappearing Stairway"by Precision Ladders,Inc. (800.225.7814) 3. CENTRAL VACUUM SYSTEM: A. General Contractor shall supply and install central vacuum system as required. System shall be Vacuflo Model 960(or approved equal)with the following accessories: 1) 30'Pistol Grip hoses#8870-30(on-off style) —TWO(2) 2) Turbocat Turbine Powerheads#7160 — TWO(2) 3) Rug Rat Turbine Power Hand Brush#6970 —ONE(1) 4) Cleaning sets#6572 — TWO (2) B. Install electrical outlet as required. C. General Contractor shall submit layout of equipment and outlet location for Architect's approval. D. Provide intake muffler and two(2)mufflers for each exhaust pipe; vented to exterior FOUNDATION(IST) '0A 67 ZOE 'FOUNDATION rl - ROUGH FRAMING& a X, MAIM NERGYn •MEMO 0 TOM lig Jill IV WIN ANY, WOMAN 1W: � 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 Survey Southoldtowany.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form b Contact: Approved 20 Mail to: d a/c Disapprove Phone 11-1 A Expiration 20 ,Sid- .7- 6esr D -J QVIE Buil Spector `R 19 2019 PLICATION FOR BUILDING PERMIT �PDate A(v lt-6?.vA�!J ,20)9 INSTRUCTIONS aompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl ,accurate p of 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 atter the date of issuance or has not been completed within 18 months from such date,If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( 'gnature of applicant or name,.if orporation) 71 WPA.MLUS INJf-V4c ll-'Wb'RT, Z,.ly it?fp�; (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder OLI'Mcf_ 'Name of owner of premises *l"lJeG 1 ul A A bbVME: (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer 14/A (Name and title of corporate officer) Builders License No. 7112>0 Plumbers License No. -Mip Electricians License No. T50 Other Trade's License No. 1. Location of land on which proposed work will be done: �� ISLiALI� �I19 U�1�.tG G LS61A RT House Number Street Hamlet County Tax Map No. 1000 Section 5-7 Block 21 Lot 23 I ' Subdivision Filed Map No. Lot - M 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5yU4UE F'An )W fi"LU ucc b. Intended use and occupancy. S.I UG LF, 0:WhI Ly P4,6 U LiCc 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost * t8o t D08 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ( Number of dwelling units on each floor MIA If garage, number of cars rl/A 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. 1,41 A 7. Dimensions of existing structures,if any:Front ! 9` Rear t q' Depth 3P,.S Height t 14' Number of Stories I C�t,�osmouslAso) Dimensions of same structure with alterations or additions: Front 4/A Rear "/A Depth WA Height "I A Number of Stories WA 8. Dimensions of entire new construction:Front 4151-A y Rear Z&.A a Depth 4-4-l' l eeF-4 . Height33Number of Stories 9. Size of lot: Front -k$O i McAC41 Rear -Lo 1 Depth ± I o7`i f-IZ16q, 10.Date of Purchase 19 S c3 Name of Former Owner SI-E1M10- 11. Zone or use district in which premises are situated i3P1.191-1.tD 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES 74 NO Will excess fill be removed from premises?YES NO �A 71 U nu.Tlw S AL-6 14.Names of Owner of premises 1�1 IP-4ILA A pxg 1 r:sS Address Nc.%1TA Pc(L r 11'Mb Phone No.;I cp to'69 ((%O J r Name of Architect .j W--"Lv%fjmM Address3'2 _ tY G Phone No X31 72F 6q1% Name of Contractor TPjfl. Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES )G 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 )C NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines., 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NOS *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SQ+(1'-c7t.1 41'(2..C` U/A /A• &j_tT2j C-_ being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the � �(L (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and-file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �(o day of $P.tl442013 . z N Public JEFFTHAL.HEIMER Signature of App icant 'Votary public,State of New York No OITH4976813 Qualified to Suffolk-County C ontntsasion Expires January 22,A0 i 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 920 Single&Separate Storm-Water Assessment Form ----------- Contact: Approved ,20 �...---� Mail to: Disapproved-a/c ` Ph e: Expiration DD Building Inspe oo APR 15 2016 APPLICATION FOR BUILD PERMIT BUILDING DEFT. Date � April 13th •,2016 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if orporation) 71 Nautilus Ave. Northport,NY 11768 (Mailing address of applicant) State whether applicant, q,Jwner, engineer, general contractor, electrician,plumber or builder Owner "A Name of owner of premises Virginia A.Bontje (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: 805 Island View Drive Greenport House Number Street Hamlet County Tax Map No. 1000 Section 57 Block 02 Lot 23 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential/One Couple Dwelling b. Intended use and occupancy Residential/One Couple Dwelling 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition x Other Work (Description) 4. Estimated Cost $350,000.00 Fee $50.00 (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 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 18.5' Rear 18.5' Depth 38' Height 120' Number of Stories I ';' _�, L -- , - , r- 10= 1 1 . Dimensions of same structure with alterations or additions: Front : `, i =_ Rear Depth Height Number of Stories 'r . 8. Dimensions of entire new construction:Front 41' Rear 18.5' Depth 48' (irregular) Height 35' Number of Stories 2 1111:777'T 171111_1'R ,S a TbA 9. Size of lot:Front 100 Rear 90 Depth 100 short/176' long' 10. Date of Purchase 1988 Name of Former Owner Stemmler' 11. Zone or use district in which premises are situated Residential 12.Does proposed construction violate any zoning law, ordinance or regulation?YES x NO 13. Will lot be re-graded?YES x NO Will excess fill be removed from premises?YES NO x 14.Names of Owner of premises Virginia A. Bontje Address 71 Nautilus Ave.Northport,NY Phone No. c/o (631)261-7170 Name of Architect Mark K. Schwartz,AIA Address PO Box 933.Cutchogue,NY Phone No (631).734-4185 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 x NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. (RECEIVED) 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 x * IF YES,PROVIDE A COPY. RACHEL SPENCER " NOTARY PUBLIC-STATE OF NEW YORK No. OISP6163515 STATE OF NEW YORK) Gualitl®d In Suffolk County . COUNTY OF SS: My Commission Expires October 02, 2018 ) Virginia A. Bontje being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_L(a &W/ Notary fi3blic Signature of Applicant Z BUILDING DEPARTMENT TOWN OF SOUTHOLD ,? Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Date ),(o ft� {C1 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name&Address of Applicant N11Y.41MIA A SOVAIT-)c— has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N (DE W side of LiagAE. joi. C.R. Distance N S E W Village 4F0FLITTown As shown on the attached survey or site plan (3 copies needed), dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS By: CHIEF ENGINEER 'BOARD OF SOUTHO LD TOM WNTRUST,EES SOUTH6L *NEW YORK PERMIT NO.8943 DATE: JANUARY 18,2017 ISSUED TO: VIRGINIA.A.BONTJE �- � PROPERTY ADDRESS: 805 ISLAND➢VI W LANEGREENFORT SCTM# 1000-57-2-23 AUT1104LIZATION ' i Pursuant to the ,provisions of Chapter 275 .of the Town tCode of the Town of Southold and in accordance with the Resolution of the Board of Trus adopted afthe riieeting held on JpMjy 1 .2017,and in consideration of application fee in the sum of� 250 00 pand'liy Vireiriia A.Bontie"and subject to the Terms f and Conditions as stated in the Resolution, the South Dld Town Board'of Trustees"authorizes and,permits the following: L Wetland Permit to demolish existing dWellinjf'i nd construct new two-story 1,488s4.ft.dwelling with attached 318sgft.deck;a 145sq.ft.front I orch and�vall'k*ay;°insfail'two edged gravel , pervious paver patios at grade consisting of a HYMN patio on seaward side of dwelling,and a 9'x16'patio on seaward side of deck;const a 9Uq'.ft.'shed;•install,a 16sq ft.outdoor shower;install a 220sq.ft.block driveway agai st dwelling,and 462sq.ft.driveway; abandon existing sanitary and install new at s nitary system with retaining walls landward of dwelling;add approximAely 382 cubic yards o fill consistiung of 2655cubic-yards on!noirth side; t I 14 cubic yards on west side,80 cubic yards on st side,ind 23-cfibic,yaifds-on south side of ;. property;install gutters to leaders to drywells or roof runoff;install drywell for driveway ` x runoff; and silt fencing is"to be installed prior to and'maintained'during construction; and as depicted on the site plan prepared by B.Laing ' sociate's,receivedon Decembirr 1,2016,and stamped approved®n January 18,2017;and tt e survey prepared by'Nathan Taft Corwin,III 4{ Land Surveyor,last dated October 3,2016,an stamped'appy`oved on January 18,2017. �s 1IN WITNESS WHEREOF,the said Board of Trustees 'ereby causes its Corporate Sean to be affixed, w u_. and these presents to be subscribed by a majority of th said Board as of this date. A I � t I ' if SOU Michael J.Domino,President Tye Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �O Telephone(631)765-1892 Greg Williams �j. N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2018 WBL and Associates, LLC 103 Fort Salonga Road, Suite 6 Fort Salonga, NY 11768 Attn: Danna M. Cuneo RE: VIRGINIA A. BONTJE 805 ISLAND VIEW LANE, GREENPORT SCTM# 1000-57-2-23 Dear Ms. Cuneo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 12, 2018: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#8943, as issued on January 18, 2017. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, a Michael J. Domino President, Board of Trustees MJD:dd r Glenn Goldsmith,President ®� 5��f�'� Town Hall Annex • `C7 54375 Route 25 A.Nicholas Krupski,Vice President �® _ ��. P.O.Box 1179 John M.Bredemeyer III _ Southold,New York 11971 Michael J.Domino r Telephone(631) 765-1892 Greg Williams ,���'. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1802C Date: March 16.2021 THIS CERTIFIES that the demolition of existing.dwellinb�and constitict new two-story 1 488sa ft dwelling with attached 11.8sq fl deck,•relocate the front porch and walkway further to the northwest and to construct a 3 I 8sq ft front porch and permeable paver wallcway construct a seaward side 249so ft Ratio,• relocation of-stairs from the deck to patio eastward to be adjacent"to the house;construct a 91 sq ft shed,• construction of a 42sq ftpad for-an above ground.propane tank to be located east of shed; construction of a 37sq ft pad for the generatodac unit to be located on the northeastern-corner of the house: install a 37sq ft outdoor'shower: install a 220sa ft block driveway_against dwelling,and 462sa:ft. driveway construct a 60' Ion reg taining wall for the driveway,installation of two(2)'6'diax2'deep' drainage rings', abandon existina,sanitary and install-new above grade sanitarv_sYstem with retaining walls landward of dwelling; add approximately-382 cubic yards of fill consisting of 265 cubic yards on north side 14 cubic yards on west side 80 cubic yards on east side and 23 cubic yards on south side of propery install butters to leaders to-d"ells•for roof runoff install drywell for-driveway runoff:°and silt fencing is to be'installed Prior to and maintained during construction; At 805 Island View Lane.Greenport Suffolk County Tax Map#1000-57-2-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 9,2016 pursuant to which Trustees Wetland Permit#8943 Dated January 18,20179 was issued and Amended on February 13,2019 and Amended again on September 16,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of exMins dwelling and construct new two story l 488sq ft dwelling with attached 318sq ft deck:-relocate the front porch and walkway further to the northwest and to construct a 318sa ft fiont porch and permeable paver walkway' construct a seaward side 249sn ft patio• relocation of stairs from the deck to patio eastward to be adjacent to the house• construct-a 91sg ft shed,• construction,of a-42sq ft pad for an above ground propane tank-to be located east of shed,• construction of 9-37sq$ pad-for the generator/ac unit to be located:on the northeastern corner of lie house,• install a 37sq ft outdoor shower,• install a 220sq.f - block driveway against dwelling and 462sq ft driveway;construct A 60' long retaining:wail for the driveway: installation of'two(2)6idiaxT deep drainage,rings-abandon existing sanitary and install'new above-rade sanitary system withretaining-walls landward of dwell inat-add apuroximately 382 cubic yards of fill consistinaoF 265 cubic yards on north side 14 cubic yards on west side 80 cubic yards-on east side,and 23 cubic s r ff ,yards on soutli,side aft op ft,install :gutters to ddaders"tta drywells-foeroof runoff.AnstallArvwell dor J driveway runoff.-and sift-fencingis to be installed"oriorto azul-m-airitained,ddeikcanstruction.: The certificate is issued to VmtiiaA:Bootie owners of e -aforesaed _roperty; Authorized Signature' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: MICHAEL P BONTJE MIKE BONTJE PROPERTY 71 NAUTILUS AVE 802 ISLAND VIEW LN NORTHPORT,NY 11768-2106 GREENPORT,NY 11944 Facility Application Contact: B LAING ASSOCIATES INC C/O MICHAEL P BONTJE 225 MAIN'ST STE 205 NORTHPORT,NY 11768 (631) 261-7170 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 720.2 NYTM-N: 4550.8 Latitude: 41'04'43.2" Longitude: 72°22'43.5" Project Location: 802 Island View Lane - Watercourse- Shelter Island Sound Authorized Activity: Demolish existing dwelling and accessory structures,abandon existing septic system, construct new dwelling with wood patio,porch, shower and shed, install gravel deck area, driveway, new septic system and cut off wall. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 11/21/13. (CKW) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-01044/00010 New Permit Effective Date: 11/22/2013 Expiration Date: 11/21/2018 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150'CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Date�/�/�t.3 Page 1 of 6 } NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 Distribution List B LAING ASSOCIATES INC Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 Adh NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration,whichever comes first. 'If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 9. Department Jurisdiction The department'retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established: There shall be no disturbance to the natural vegetation or topography within an area extending 5 linear feet landward of the tidal wetland boundary. 11. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 10 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to dryweils a minimum of 30 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 Attn: Compliance 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 6- Aft `w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Eugene Kempey(3 sheets) stamped NYSDEC approved on 11121/13. 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill,excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. ��GENERALCONDITION�-Ap�ply �ALI��Aut�horiz�edPe�rmits: �� 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Imbue NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NYl 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify;suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in'environmental conditions, relevant technology or applicable law or regulations since the issuance-of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or . another permit condition. Applications for permit transfer should be submitted 'prior to actual transfer of ownership. Page 5 of 6 Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility,DEC ID 1-4738-01044 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility-,DEC ID 1-4738-01044 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: VIRGINIA BONTJE BONTJE PROPERTY 71 NAUTILUS AVE 805 ISLAND VIEW LNISCTM# 1000-57-2-23 NORTHPORT,NY 11768 GREENPORT,NY 11944 Facility Application Contact: B LAING ASSOCIATES INC C/O MICHAEL P.BONTJE 103 FORT SALONGA RD STE 5 FORT SALONGA,NY 11768 (631)261-7170 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 720.278 NYTM-N: 4550.922 Latitude: 41'04'47.1" Longitude: 72°22'40.0" Project Location: 802 Island View Lane Watercourse: Shelter Island Sound Authorized Activity: Demolish existing dwelling and accessory structures, abandon existing septic system,place fill and construct new dwelling with wood deck,porch, shower and shed,install pervious deck area and driveway,new septic system, cut off wall and retaining wall. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 2/1/18. (CKW) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01044/00010 New Permit Effective Date: 11/22/2013 Expiration Date: 11/21/2018 Modification# 1' Effective Date: 2/1/2018 Expiration Date: 11/21/2023 Age �of 4 f'� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook(50 Circle Rd Stony Bsook, 11790-3409 Authorized Signature: Date /2 Distribution List B LAING ASSOCIATES INC Bureau of Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location,on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace Water Mt& the forms, �51 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 4. No Construction Debris in Wetland or Adjacent'Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt, slag, flyash,broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland boundary. 11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Install,Maintain Erosion Controls 'Necessary erosion control measures,i.e., straw bales,-silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 13. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 14. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on.the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. , 15. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by B. Laing Associates, last revised 1/4/18, stamped NYSDEC approved on 2/1/18. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-01044 16. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 17. State May Order Removal or Alteration of Work If future operations by the'State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation . of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. is. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be,in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brook+50 Circle Rd Stony Brook,NY 11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,'relevant technology or applicable,law or regulations since the issuance of the existing.permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. b. Permit Transfer Permits are transferrable unless specifically prohibited by statute;regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page Y4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims, suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page of Pa �; t FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 22, 2016 TO: Virginia&Michael Bontje 71 Nautilas Ave. Northport,NY 11768 Please take notice that your application dated April 15,2016 For permit for additions and alterations to an existing single family dwelling at Location of property: 805 Island View Drive,Greenport,NY County Tax Map No. 1000—Section 57, Block 2 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIII, Section 280-124,which states that on lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet,a minimum rear yard setback of 35 feet, a single side yard setback of 10 feet,and a total side yard setback of 25 fee. The proposed construction notes a front yard setback of 31 feet a rear rd setback o feet a'single ide yard setback of 9 feet,and a total side yard setback of 24 feet. ---- ------------- Authorized Signa ure Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 22, 2016 AMENDED: June 13, 2016 TO: Virginia&Michael Bontje 71 Nautilas Ave. Northport,NY 11768 Please take notice that your application dated April 15,2016 For permit for additions and alterations to an existing single family dwelling at Location of property: 805 Island View Drive,Greenport,NY County Tax Map No. 1000—Section 57 Block 2 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and a minimum rear yard setback of 35 feet. The proposed construction notes a front yard setback of 31 feet and a rear yard setback of 25 feet. This Notice ofDisapproval was amended on June 13 2016 to remove side a uirements followin the submission of an amended site plan. utho ' iSign re Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 22, 2016 AMENDED: June 13, 2016 AMENDED &RENEWED:June 30, 2016 TO: Virginia&Michael Bontje 71 Nautilas Ave. Northport,NY 11768 Please take notice that your application dated April 15, 2016 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property: 805 Island View Drive, Greenport,NY County Tax Map No. 1000—Section 57 Block 2 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and a minimum rear yard setback of 35 feet. The proposed construction notes a front yard setback of 31 feet and a rear yard setback of 25 feet. This Notice of Disapproval was amended on June 13, 2016 to remove side yard setback variance requirements following the submission of an amended site plan.It was renewed and amended on June 30, 2016 to address a change in scope of the proiect(demolition). ized Si ature , Cc: File, ZBA i` BOARD MEMBERS tiF SO p. Southold Town Hall Leslie Kanes Weisman,Chairperson �� yp 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantestt Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing �'p ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COUNTY Southold,NY 11971 http://southoldtown.northfork.net RECEIVED 4u�jLS u v ZONING BOAOF APPEALS q. g 35 QYVI RD D DOCT 2 4 2016 TOWN OF SOUTHOLD OCT 2 Q Tel.(631)765-1809•Fax(631)765-9064 e4."4an" outhold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION BZJII.DINC*DEM TOWN OF SOU'i�OLD MEETING OF OCTOBER 20,2016 ' ZBA FILE#6982 NAME OF APPLICANT: Virginia & Michael Bontje PROPERTY LOCATION: 805 Island View Drive, Greenport,NY SCTM No. 1000-57-2-23 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 August 5, 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 August 15, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the LWRP Coordinator's recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The report states "The applicant proposes to fill the property up to 4.3 feet over existing grade. The purpose is to accommodate the new sanitary system. There is a concern about storm water movement on the property post filling." On August 22, 2016 and October 3, 2016 the applicant sent letters stating that the applicant will install drywells to handle storm water runoff. The applicant also stated that it will reduce the proposed fill to 2.2 feet above grade thereby mitigating the LWRP's assessment of inconsistent. TOWN OF SOUTHOLD OFFICE OF THE ENGINEER This application was referred for review to the Office of the Engineer Town of Southold.- In the department's e- mail correspondence dated July 19, 2016, the Town Engineer advised that submission and review of a Stormwater Management Control Plan for compliance to Chapter 239, Stormwater Management Control, is required prior to the issuance of a building permit. PROPERTY FACTSIDESCRIPTION: The applicant's parcel is a non-conforming 10,846.65 square foot waterfront lot located in an R-40 Zoning District with frontage measuring 95.59 feet along a creek.. The parcel measures 100 feet along along the northerly lot line along Island View Lane, a private right of way, 181.79 feet 'Page 2,October 20,2016 #6982,Bontje SCTM No. 1000-57-2-23 along the easterly property line and 106.02 feet along the westerly property line bordering residential property. side. The parcel is currently improved with a one story frame house with wood deck and wood patio, and a wood dock as shown on a survey prepared by Nathan Taft Corwin, III, LS dated July 13, 2005 and last updated October 3,2016. BASIS OF APPLICATION: Request for Variance(s) from Article XXIII, Section 280-124, and the Building Inspector's April 22, 2016, amended and renewed June 30,2016 Notice of Disapproval based on an application for a building permit to demolish and construct a new single family dwelling, at; 1)proposed single family dwelling is less than the code required front yard setback of 35 feet; 2) proposed single family dwelling is less than the code required rear yard setback of 35 feet, located at: 805 Island View Drive, Greenport,NY. SCTM#1000-57-2-23 RELIEF REQUESTED: The applicant requests variances to demolish an existing dwelling and construct a new dwelling that will result in a front yard setback of 31 feet where code requires a minimum of 35 feet and a rear yard setback of 25 feet where code requires a minimum of 35 feet. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the Town Code. The applicant on October 3, 2016 submitted a letter describing an amended plan to drop the front yard fill to 2.2 feet in an attempt to mitigate the LWRP's concerns as well as the Trustees concerns. Furthermore, the applicant submitted a survey prepared by Nathan Taft Corwin, III, L.S., last revised October 3, 2016, depicting a revised front yard setback to 30.5 feet and a revised rear yard setback to 27.3 feet. ADDITIONAL INFORMATION: The applicant will be required to submit an application to the Board of Town Trustees to review and approve the proposed improvements, including the location and design of the sanitary system and a stormwater run-off management plan to comply with the Town's on site drainage code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2016 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 §267-b(3)(b)(1). Grant of the variances, as amended, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Island View Lane is a private dead end road that consists of single family homes on irregular, non-conforming lots with non-conforming setbacks similar to what the applicant proposes. Currently,there is a single family home on Island View Lane which received variance relief for a 15.8 foot setback from the high water mark/rear yard line. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant's lot is a small non-conforming lot with an existing dwelling that does not conform to existing zoning setbacks. The applicant's amended plan proposes to increase the rear yard setback to 27.3 feet thereby bringing the creek setback and rear yard setback into more conformity with the town code than the currently existing dwelling. In order to increase the setback from the creek the applicant needs zoning relief from the front yard setback requirement of 35 feet. Any proposed additions and alterations will require an area variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein for the front yard setback is not mathematically substantial, representing 9% relief from the code. The variance granted herein for the rear yard setback is mathematically substantial representing 29% relief from the code. However, the setbacks for the proposed new Page 3, October 20,2016 #6982,Bontje SCTM No. 1000-57-2-23 structure are more conforming to the code than the setbacks of the existing dwelling, and due to the requirements of the sanitary system, odd shape of the lot, and setback from the creek,variances are required. Moreover,the subject property includes a 16 foot right of way along the applicant's street frontage that will make the front yard setback, as amended, appear to be 46.5 feet from the dwelling to the road edge. 4. Town Law 4267-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. 5. Town Law 4267-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-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling 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 Weisman (Chairperson), seconded by Member Schneider, and duly carried,to , GRANT the variances AS AMENDED, and shown on the Architectural plans prepared by Mark Schwartz, Architect labeled A-1-4 and dated February 3, 2016, and survey prepared by Nathan Taft Corwin, III, LS dated July 13,2005 and last updated October 3,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must obtain approvals from the Southold Board of Town Trustees,The Suffolk County Department of Health Services, and the Southold Town Engineer. 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 �y Page 4, October 20,2016 #6982,Bontje SCTM No. 1000-57-2-23 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), Dantes, Horning, Schneider(Member Goehringer not present This Resolutio was duly adopted(4-0). C Leslie KaneA Weisma , C airperson Approved for filing /Q/d� /2016 I THA ER 12 June 2019 'T U R E A RC H I T Amanda Nunemaker Southold Building Department Town Hall Annex Building . 54375 Route 25A TWENTY ONE P.O.Box 1179 Southold,NY. 11971 CENTER STREET RE: 805 Island View Lane,Greenport,New York : Flood Vents NORTHPORT NEW YORK Dear Ms.Nunemaker: As requested,I offer below a description"of the flood vents to be used as part of 117se the construction of the new single-family residence at the above mentioned address.Flood vents to be used are manufactured by `Smart Vent' which are 631 754 6621 FEMA accepted and ICC-ES certified.Single units Model# 1540-510 and Stacked units Model# 1540-511 will be used.See submitted plans for locations. Each single unit is certified for 200 sq.ft.of flood coverage,while the stacked thalarch®me.com unit is certified for 400 sq.ft.of flood coverage. The total enclosed crawlspace area of the dwelling is 1,488 sq.ft.We are providing a total of 1,600 sq.ft.of flood coverage.The single units will be installed not more than 12"from the bottom of the vent opening to the finished grade directly below.The stacked units will be installed not more than 12"from the bottom of the `upper' unit vent opening to the finished grade directly below. I certify that to the best of my knowledge,information and professional belief,the information provided above and on the submitted plans to the building department are in conformance with 2015 IRC Chapter R-322,and FEMA requirements for flood zone AE-6 Sincerely, , JUN 1 8 2019 Je Thalheimer,R.A. Taw, �v A �a� •"s�. t . APPLICATION a • Pnt3E I o( 4 TOWN OF SOUTHOLO ril OODPLA.IN DEVELOPMENT PERMIT APPLICATION 'Phis form is to be filled out in duplicate. SECTION 1 GENERAL.PROVISIONS (APPLICANT to read and sign)- I. No work may start until a permit is issued. 2. The permit may be revoked if my false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulH local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reamouable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNO), LEDGE,TRUE AND ACCURATE. , (APPLICAN'I'S Sff,*ATURE) SEt;T10H 2 PROPOSEn M*-LOPMv"r fro k_e comnlotcd by APPLiCAh'11 NAME __ EP NE DR APPLICANT %Ji?-C.tbutA Z i W�.AVJ!> �c'��• -1$4 7-1)C) RpoI.ITJ V— 111:00 1 I BUILDER I n "" .11�-3'� i�. tom# l� �.(Q,K— t X03► "79 3 iv -7 Emefffm Jeff— Q PROJECT LO=ON: To avoid delay in processing the application.please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and. outside urban areas, the distance to the nearest interseet'tng road or well-known landmark A sketch attached to this application showing the project location would be helpful. e� c sL uacu to 2 .'►.-1 FAX'-T FDP(93) 6 APPLICATION PAGE 2 OF .4 DESCRIPTION OF WORK (Check ail applicable boxes): A.STRUCTURAL.DEVELOPMENT ACTIVITY STRUCTURE TYPE ew Structure PoResidential (1-4 Family) 'O Addition ❑ Residential (Mort than 4 Family) ❑Alteration ❑ Non-residential (Floodproofing? O Yes) ❑Relocation O Combined Use(Residenbal & CommercW) mmemolitiou F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECTS 4-V Q l 0 CSG B, OTHER DEVELOPMENT ACTIVITIES: EFill 0 Mining O Drilling WGrading Excavation(Except for Structural Development Checked Above) O Watercotu-se Alteration(Including Dredging and Channel Modifications) • Drainage Improvements(Including Culvert Work) • Road,Street or nage Construction O Subdivision (New or Expansion) IpRndividuai Water or Se r System Q Other(Please SpectTy)` After completing SEC 014 2,APPLICA?,i'should submit farm to Local Administrator for review. SEC TION 3 IiLOODPDETERMINATION (�^>,� rnmnleted by IACAL ADMIMSTRATOR) The proposed development is located on FIRM Panel No.- . Dated The Proposed Development: 0 Is Ka located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FWODPLAIN DEVEI OPMENI'PERMIT IS REQUIRED)' 17 Is heated in a Special Flood Hazard Arca. FIRM none designation is Ft. NGVD(MSL) 100-Year flood elevation at the site is: O Uasvailable 0 The proposed development is located in a floodway. FI3FM Panel No. Dated 0 See Section 4 for additional instructions. SIGNED DATE Scott A. Russell ,��°SU S S�FOYMWA,,TIEIK oR ( 1 E LENT sU��R�s � � I��I[A\1�A\G) SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOU HOLD,NEW YORK 11971 0 �}- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TIES PIboJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No �C]❑ 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 cubic 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 erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet ,or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the roposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. S.C.T.M. �`: 1000 Date APPLICANT (Property Owner,Design Professional,Agent,Contractor.Other) District / NAME / Section Block Lot r.mu ts FOR BUILDING DEPARTMENT USE ONLY ' Contact lnformatlon �" ` Reviewed By: a;1 _n r"`C &ktAn - - - - - - - - - - - - - - - - - - Date. Property Address /Location of Construction Work: — - - — — — — — — — — — — — — — ® Approved for processing Building Permit. Stormwatei Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor,Other) �� — aft, CHAPTER 23 _ � (off 2 3Stormwater Management Control Plan CHECK LIST NAME- V6 �Yv %J Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklistl ,qn weTelephone Numee, 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 Here! YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location & Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. include511c, But not be limited to: e. Limits of Clearing& Area of Proposed Land Disturbance. A Wellmaintained Construct" ' f. Existing&Proposed Contours of the Site (Minimum z Intervals) V Ire Backed Silt Fencing, g. Location of all existing & proposed structures, roads, Seeding of ex driveways, sidewalks,drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& O proposed structures. I. Location of proposed Swimming Pool and discharge ring. "e 'e" Z62- Ir j. Location of proposed Soil Stockpile Area(s). 11 k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. ED 2. Stormwater Management Control Plan must include Calculations showing Engineering at 5-1560 before that the Stormwater improvements are sized to capture,store,and infiltrate . UK Provide Engineer's Certification on-site the run-off from all impervious surfaces generated by a two(2n)inch RMthe drainage has been installed to cofie 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. 0 C. Inlet DI'ainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) L F] NGINEER DEPA MENT USE ONLY**** rf V1 Additional Information is Required. & IStormwater Management Control Plan is Not Complete. By: � — Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. 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C- 14+1}s 3t r „4 g ,3r"Y ♦ "�i T � - "rs' -�.c'`� .. *e "..�Tfi r�F lr "; z n s-�'""si .,Ek. �, � �`� � !�* '�:.:t ,r ;..,� �f„�� � to ��{r,t���'rt'" ,� `z,0.i Y-. �'•i'"" ,,,���� _F ,�-�g`i` � s n�� ��t, +� � C�i �_'� '.!"a f# .•r� �'^sti4euf� � ' xe�, ti�a t,t .�z. �� Misr ',�- ` ,' l < �,�-��5,• ��t��'"��+e ts •f`i��d���v' ��'` im-,�-'I���+1'a:- '-�d "�:. ���W �x fli��T�s;��`'�-h`� 'y�a� '•..•t' i !„a x"�*�� "�'YS.4 ���}x �'' *M'�ki � 4k5C'�r�i `iw,� •, '} "a.�s�`,, a� � �� '�'i.�u�` �T ,��;rk.�F��s�. .'�•i' r� ,�4. � 'tom.�*•'�,_� i.' 4� w-., _ r v ''}� ,xrt� c"+"+;mgtq •:". `+.,�. ,i t `ftc r' `� � q1G �'g� •N?�' { �.. . . sstb �'rii3or9^CtCt4or.Y•rk tS: ...'. �±. ��'• � .. - Uiii+uw•.Q+trr-�eir._0?2+�0':ah�'•�@�l��*. sufFOLx BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 cn N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov -- sea nd@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Bve,,Acr c. Name: e vf'A License No_: �o S� _ M� email: Ile, Address: Phone No.: _ g JOB SITE INFORMATION (All Information Required) r Name: ' Address: r w L-Al- Cross Street: Phone No.: S 6 Bidg.Permit#: ja G email: Tax Ma District: 1000 Section: 57 Block: Lot: 2 3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: (0/ NO Rough In Final Do you need a Temp Certificate?: YES /9 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size_ A #Meters Old Meter-#' New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole, Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 5f��I Request for Inspection Form.xis I I (l PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Coo kto p Transfer AC AH Mini Special: Comments led Town Hall Annex �.. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 co � Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ;,co Ffegu nf=L-i goi ct Owner: _-sli9z %ui A Pv6opnS Location of Property: 6cS ISL��AtDyl Please take notice that the (check applicable line): �C 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) _r_ 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 of framing (FR) Signature: Name (person submi ng this form): � �1 `C► ►a1.1�tirH iZ•!�• Capacity(check applicable line): Owner f Owner representative TrussReg15.docx Effective 1/1/2015 Be' LAINr,; SSOCIATES ENVIRONMENTAL CONSULTING 225 MAIN STREET—SUITE 205, NORTHPORT, NY 11768 www.blaingassociates.com 631-261-7170 FAX:631-261-7454 email: blaingassoc@optonline.net June 24, 2016 8 Building Department AN 2016 Town of Southold 1MMING DEPT T 53095 Route 25 WNOFSO PO Box 1179 UTDOLA Southold, NY 11971-0959 RE: Bontje Property—805 Island View Lane, Greenport, NY B Laing Associates, Inc. is an environmental consultant firm representing Mrs. Virginia Bontje on a property located at 805 Island View Lane, Greenport, Suffolk County,New York. The subject lot has an existing 1-story residence with 2 bedrooms, aloft sleeping area and 1 bathroom on a block foundation with crawl space, attached wood patio.with walkways, outdoor shower, shed and wood boardwalk/dock for boating access. Mrs. Bontje is proposing to demolish the existing dwelling and re- construct,'in addition to the existing, a 2nd story over the one story structure on site and a 2 story addition to the north side of the house (away from the water). This will include the addition of two (2) bedrooms for a total of four (4) bedrooms, the addition of two (2) bathrooms for a total of three (3) bathrooms. The plan will reconfigure the existing wood patio, walkways, outdoor shower, shed and driveway. - The addition will be constructed in similar fashion to the existing structure by utilizing a concrete foundation with a first floor elevation set to accommodate FEMA 100 year flood elevations. On June 13, 2016, the site plan for the property received an amended letter ,of,disapproval (originally issued April 22, 2016) based on variances required for 1h'e'rear-'yard`and front yard setbacks. In applying to, and consultations with, the .;, .. Town of Southo*1d;.ZorlingxBoard_ „of, ppeals,,Jt,..was,discov��ed,that the:Building„ N Department was unaware of the intent to demolish the existing dwelling and that- was`'not reflected in our original or amended letter of disapproval. We hereby' request that you issue a new disapproval letter which will reflect the two setbacks BONTJE67 Building Dept Demo Letter3 as well as the demolition, only so that we may proceed to the ZBA. Please find enclosed a check for the amount of$50.00 made out to the Town of Southold. We have not enclosed another site plan, as there have been no changes to the one submitted for our June 13'h letter of disapproval. Please do not hesitate to contact the office with any additional questions you may have pertaining to this project. Sincerely, Taylor ohn Sturm Technical Scientist BONTJE67 Building Dept Demo Letter3 MUMMER T MMER , Os March 2019 A R 'C H I T E C T U R E Michael J.Verity,PE.,Chief Building Inspector Southold Building Department Town Hall Annex Building,' 54375 Route 25A TWENTY ONE P.O.Box'1179 = Southold,NY. 11971 , CENTER STREET RE: 805 Island View Lane,Greenport,New York NORTHPORT Dear Mr:Verity: NEW YORK The referenced property is proposed to be demolished and re-constructed as the owner is currently applying for a Building Permit from your offices. 11768 The existing cottage,constructed at the referenced'property circa 1952 subject property: 631 754 8621 1.Had the interior sheetrock replaced in 1987 2. Has no lead pipes-/all copper piping thalarchfte com 3.Has no insulation in the outer walls and attic , 4.Has fiberglass batting as insulation in the basement from,1987 5.Had carpeted floors replaced in 1998 Thus,the property contains no lead or asbestos items to the best of my _ knowledge.information and belief.' The propane tank will be removed prior to demolition. Sincerely, Jeff Thalheimer,R.A. , n R x ! nDD 03 � ; IRAND MAY 9 52019 04/29/2019 MICHAEL P. BONTJE&VIRGINIA A. BONTJE Service To: L� 71 NAUTILUS AV ISLAND VIEW LA NORTHPORT,NY 11768 GREENPORT,NY 11944 Customer Project#: 900000089684 Dear MICHAEL P. BONTJE&VIRGINIA A. BON 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 631-348-6150 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&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin �—Manager Building&Renovation Services PSEG-LI �T- 'THALHEIMER 25 June 2019 A R C H I T E C T U R E Amanda Nunemaker Southold Building Department Town Hall Annex Building 54375 Route 25A TWENTY ONE P.O.Box 1179 f Southold,NY. 11971 CENTER STREET RE: 805 Island View Lane,Greenport,New York: NORTHPORT NEWYORK Dear Ms.Nunemaker: This letter shall certify to the best of my knowledge,information and professional 11769 belief that for demolition purposes,there is no natural gas on the above- - ' mentioned property.Furthermore,all electrical work shown on the submitted 631 754 8621 plans to the building department will be installed above elevation 8'-0" as per F.E.M.A.and 2015 IRC requirements. thalarch®mexom Sincerely, LThalheimer,RA. r. i -- i WBL and Associates, LLC / ENVIRONMENTAL CONSULTING (G31) 262-9631 103 Fort Salonga Road,Fort Salonga,NY,11768 r 0 December 2,2020 t '� � r= Southold Building Department DEC - 3 2020 54375 NY-25 Southold,NY 11971 Re: Renewing Building Permit #43906 To whom it may concern, I am writing on behalf of Virginia Bonge who is the homeowner of 805 Island View Lane, Greenport. We would like to renew an existing building permit, #43906, for six months. The permit expires on 12/25/2020 and an extension is required as we have not yet finished everything we have set out to do. Please let me know if there are any problems with getting this extension. Thank you for your consideration. Sincerely, Danna Cuneo Chairwoman rif so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 April 26, 2021 BUILDING DEPARTMENT I I ��ck (� TOWN OF SOUTHOLD (K)I Virginia Bontje I - A�a �)9 ca , 11768 l RE: 805 Island View Lane, Greenport l0 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) A fee of$50.00. Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43906-Z New Dwelling S l t e P l a n SCALE : 1" =16'-0" N 2 0 •> 2 0 8 16 32 PRIOR To EXCAVATION,ORAL.CONTRACTOR I Qk MALL NAVE LICENSED SURVEYOR FIELD LOCATE !S 3' AND VERIFY RMIRED ZONING BOWDARY AND �qo a,� ZONMG BOARD CKANTED VARIANCES FOR SETBACKS 0 3 WITH RESPECT TO FRDPOSED WORK NOTFY 3$ Q� ARCHITECT OF ANY DISCREPANCIES c ti Off` TIDAL WETLANDBOUNj S'gCt M fqow \ 10tx^o�►` �C o��lw 1 � LL. o "r o 10' NATURAL Vr=GI=TATI=>K "c cP AND GRAVEL /� -�T�rO� �'F .4p ��. J II EXISTING GRADE CONTOUR 0 ,� 0 GRAVEL BUFFER AND 2- - - - - — s STONE SLAB S'T'EP PROPOSED GRADE CONTOUR \ \ ' !� _ BGi�„c ; DRYWELL PROPOSED 9' x 16' PERVIOUS PROPOSED 11. 3' x 18. 5' g �� PATIO TURFSTONE PAVERS WITH GRAVEL FILL PERVIOUS PATIO TURFSTONE PAVERS WITH GRAVEL L i PROPOSED DECK 318 SF STONE SLAB STEPS --f BUILDING ENVELOPE FOR / PATIO �O ZONING co / ELEV. '1. 0' 5 PROPOSED OUTDOOR ° SHOWER 31 SF DRYWELL I 'cf• �' PROPOSED PERVIOUS BLOCK to DRIVEWAY 220 SF DECK TUWSTONE PAVERS WITH GRAVEL FILL tij p / \ wp S,�p� ELEV. 10. 2' o DRYWELL PROPOSED SHED 91 SF I A I J PROPOSED WATERPROOF WALL �0 un 4 APPROXIMATE LENGTH t61' l I / O / I PROPOSED TWO STORY �s �V DRYWELL 3?10 / RESIDENCE 1,488 SF .010 h ELEV. 10. 5' F PROPOSED ro GRAVEL DRIVEWAY DRYWELL tJ,/ \ 1 I °� �c. 462 SF PROPOSED FRONT PORCH 1 S r PROPOSED WALKWAY TURFSTONE PAVERS WITH GRAVEL FILL Q PROPOSED WATERPROOF WALL APPROXIMATE LENGTH t97' 3 -� o z� 'a PROPOSED GRADE CONTOUR EXISTING GRADE CONTOUR ° ' do FOR ADDITIONAL INFORMATION AND �• - s + g' SEPTIC SDETAILSYSTEPM REFER TO APPROVED •0 5 \ '� DRAWING PREPARED BY B. LAING ASSOCIATES. NO � '� `'� Q ATE g .� �o •/' O' �O6• g1� ��5 RD�L-1 o p � dop � a zo6ea�o�� ,' / OF l 2 FENCE 8 BULKHEAD FILL PIP DRry� 10' Natural,Vegetated WIRE EEOF G nd Gravel Buffer FEN Q - - EAD Q - _. FENC -�' SILT f - �` j /. , — — - -------- ------- ----------- �TRI�Z' — _ -- _— pROpD�ED GRAVEL Df NAT -- ---- ,� f Prop ne Tan I ;4 s0& / v I as � j i I -Tn Q7 I I V / aab I TESD:HO LITYPOLrzt NAT 690 %'1� O, i1 o / 02 11 CO ca 'sill✓i"/��� `�\\ ♦\\\ `\\ �\ \\\\ / � 'T / / C6 \\ m q 4 C,41- \\ \ } A \\ ---- ---- - ' - - ._ ----STET \` -- --------- ____-- -- - - - i i SURVEY OF PROPERTY SITUATED AT ARSHAM®MOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX N®. 1000-57-02-23 SCALE 1"=20' JULY 13, 2005 AUGUST 16, 2005 REVISED H.W.M. .• OCTOBER 29, 007 5TOPOGRAPHICAL EASEMENT XYZ (PATIFMAD) DECEMBER 7, 201ADD DDED PROPOSED LIPA RVEYI��4 VIEW ��rr '• A •': 4?' +.. ,• X•� �1�E AREA = 90,546.65 sq. f4• _ '• . . F 'S 55• .• •: '®:.\ (TO TIE LINE) 0.249 ac. 4 XJUr N 17-52,30" _ �_� � .. •: ;i:.�: 106.5 ' EaoF of 21. ': ORAVEL 60 :.; _ ROAOIrAv f 6 RPCI�T OF oz ° S85.40'3 94 $C :::::::: o s 04•1 .................................... ... ........ ................. ... ............... ......... ... 0 E;::::.::.:::. :::......: . .r.. . ::::::::. imam: 9 30 :.4 .::: :::::::::. : :: .. ..4..... � 20. .32 ` 00': ' ........... . ... . . :N 85.40'30" y :00..:.:.. � •��.. 9107' ® 197.00' •o C�o O f N u►� � • iy;� Xis W.O1, .® •�% —5 .4 o.. ZR XAJ c Ln . O...• e Q O' • .& »• � X Al �✓!i• �Aw M 6 f o o •4 r `� N to oXm 4 2& meq,, � �v5 5� tr �� 2.�' ��� '�l` � � UNAUTHORIZED ALTERATION OR ADDITION 0 N CO TO THIS SURVEY IS A VIOLATION OF SECTION• •�O' �• � EDUCATIONZLAW.09 F THE NEW YORK STATE 11 N�N� X2.5 COPIES OF THIS SURVEY MAP NOT BEARING 7. THE D SURVEYOR'S\ EMBOSSNKED EDBOSSED SEAL SHALL I SEAL OR � NOT BE CONSIDERED ter tpIs • X� 2..1 TO BE A VAUD TRUE COPY. VI CERTIFICATIONS INDICATED HEREON SHALL RUN X2_5 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 q TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �i THE EXISTENCE OF RIGHT OF WAYS 3 ANDEASEMENTS OF RECORD, IF ANY,. NOT SHOWN ARE NOT GUARANTEED. w PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 0) TITLE ASSOCIATION. ki �o a(P. N.Y.S. Lic. No. 50467 Nathan Taft Corwin NOTES, Land Surveyor 1. ELEVATIONS ARE REFERENCED TO N,A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: —5 Successor To: Stanley J. Isaksen, Jr. L.S. F.FL.— F1W FLOOR Joseph A. Ingegno L.S. G.FL- GARAGE FLOOR TB — TOP OF BUILIMM Title Surveys — Subdivisions — Site Plans — Construction Layout BB — BOT10M OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 25-193C SURVEY OF PROPERTY SITUATED AT ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-02-23 SCALE 1 "=20' JULY 13, 2005 AUGUST 16, 2005 REVISED H.W.M. OCTOBER 29, 2007 ADDED PROPOSED LIPA EASEMENT a x 4Iv-°o7 (PRIVATE ROAD) DECEMBER 7, 2015 ADD TOP OGRAPHIC AL SURVEY ISLAN� AREA = 10,846.65 sq. ft.7 VIET ,ANE (TO TIE LINE)°` °d ° \ 0.249 ac. _ Posr S 85'40 3 4x LAMP -' �- _ < 4, a d v N 17, , Posr ' 106.53' 52 30" ,-EDGE OF GRAVEL ROADWAY 21.60' m - - a 6 RICHT OF 02NND0.3PE 47SV85`40'J7Q" x48 O.--WATER S 04'79'30" W METERIxiS,_G 20.pp _4'•32' ° 100 001 FOUN PIPE oQ^ n- - 5 0 3' D'E. a N 85'40'30" W T --- _ \ 4.00' ZEW " I 9 .37' 197.00- e �T g4 xD0 t < \ O $ iv m O� N J o SHED D(ALn rri ° N 4�4tI �O Flo° x46 \ 51 Q5r,� O� N mN ��) a .5 \,C Z O ° f a 4 X m I t m v x43 PIPE D .-.r 0 / 1 31! xlq- a� U;I" v 3- 49 W�ooD o� O z ag C W C-) -4-0 '90 �0 5 X 46 ,56 51 � mf o Q U, xz PIPE n �foR' )A 0 41 � �0E O �O 7,90. Q TgN�°gryE V) 3 t ?� r3J ��y OD T8 �0!y CL 3. x O x 3 5 03'S.FOUNPIPE WOAD '� ORFS 3 / 0.3•S. 0.3'W BULY'" BULYWEAW —1 6 13 O X—y t � � 0 4 <,'a, n N g 6"3 Sgt c�� \37 TO Bf e p04F- x� crj UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 5 470 05115 w �2�\ RF�O � SECTION 7209 OFSTHE VNEW TYORK ION O STATE N ,40' 0 9 y 0� ° EDUCATION LAW. P ro x25 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED • J 9yt x31 TO BE A VALID TRUE COPY. � CERTIFICATIONS INDICATED HEREON SHALL RUN 05 09 \ ` X25 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 0.2 TITLE COMPANY, GOVERNMENTAL AGENCY AND oF� p a LENDING INSTITUTION LISTED HEREON, AND y o� TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS -o AND/OR EASEMENTS OF RECORD, IF yc ANY, NOT SHOWN ARE NOT GUARANTEED. r 3 1O PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS AND APPRO '71D9PTED M FOR SUCH USE BY THEPM ADO P o \ TITLE ASSOCIATION. 0oo Zz LP _1217 o0 CP,, Do Y.S. Lic. No. 50467 0 Nathan Taft Corwin III 00 NOTES: Land Surveyor 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:50 EXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — — Successor To. Stanley J. Isaksen, Jr. LS. FFL.— FIRST FLOOR Joseph A Ingegno LS. C FL.- GARAGE FLOOR TB - TOP OF BULKHEAD Title Surveys - Subdivisions - Site Plans - Construction Layout BB — BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 25-193B .r" REVISIONS. oil d� 'o O N OD M ti 1 11 1 Hill n a m' a h w O e'o n � � U try b ® C ®' a 0 m TFT!E7 r LL - - z 0 d PROPOSED NORTH ELEVATION W SCALE: 1/8"= 1' cnZ w H ti FG Z oz P� 0 0 x a Bldg Dept copy from ZBA Final reviewed �rtt # � ZBA File - - Date:QD w o a 1 0 ® ® 1 1111 11 1 11 1 11 1 O 00 oO I d D � I a DRAWN MH/MS —-—•— SCALE 114"=1'-0" JOB# 2016 PROPOSED WEST ELEVATION Feb HU SHEETEFT NUMBER SCALE: L/8"= 1' A-1 REVISIONS: 0 11 UU 11 FiTl co EE Ml I L 0 o ti M O � � N a cn z o o � a � z ^ b O 4 D 4 O H W �✓ � a w PROPOSED SOUTH ELEVATION O Q W SCALE: 1/8" = 1' _ --- ------------------------ 53 — F F or MO W W � O a Oa' a i ® ® w O 4H ® ® p �cn a DRAWN MH/MS —.—.— SCALE 1/4"=P-0" JOB# Febmary 03,2016 PROPOSED EAST ELEVATION SHEET NUMBER. SCALE: 1/8"= 1' A-2 REVISIONS: 44'-10 9/32" 18'-0" 12'-10 9/32" 14'-0" O 0 N ti U a m z cn � O eo U, b I 0. 00 �OTPOO�V E PADSSETCHK co LIVING ROOM R �SIDR WO aO SHED zQa MUD KITCHEN ROOM 0 0 mo O O 0 O�OOC1 9� 1001 I GARAGE ODENTRY � o� Q �A a. ,6 C) A-+ C,O 2s'-o" 0 00 W 1ST. FLOOR PLANPRp-' E OJECT NORTH SCALE: 1/8" = 1' DRAWN MH/MS SCALE 1/4"=1'-0" JOB# February 03,2016 SHEET NUMBER A-3 REVISIONS: r �a 0 12'-10 9/32" 14'-0" 0 0 I ti n U n m� 9• � LIVING ROOM I 2 e a OP� TO BELOW O W n BEDROOM No.4 a O LOFT ® O V.z 0 ® 00 ® o � o C' ® ® N O 91. W a +D� ATH No 3 OBEDROOM No 3No 3 28•_0" F4 0 16 W5 Aq 2ND. FLOOR PLAN ° PROJECT NORTH O SCALE: 1/8"= 1' a o O O 00co DRAWN MH/MS SCALE 1/4"=1'-0" ]OB# Febmazy 03,2016 SHEET NUMBER A-4 SURVEY OF PROPERTY SI T UA TED A T ARSSAMOMOQUE OFAppEALS TOWN OF SOUTHOLD zONINGBOARo SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-02-23 SCALE 1 "=20' 0 r- 0 JULY 13, 2005 D o AUGUST 16, 2005 REVISED H.W.M. (PRIVATE ROAD) '''N OCTOBER 29, 2007 ADDED PROPOSED LIPA EASEMENT X47 ISe �T D DECEMBER 7, 2015 ADD TOPOGRAPHICAL SURVEY LAND D VI I T/�] � . OCTOBER 3, 2016 ADD PROPOSED HOUSE EW v �IT F � e y , �• oa e ° ° eQ e e \ X�1 y o AREA = 10,847 sq. ft. A- POST S 85•40 _ , X�6 (TO TIE LINE) 0.249 G1C. - � _ 3 LAMP 4 N 17• POST �^-- _ -_ ° d ° 52'30" W e° s 106.53' �-EDGE OF GRAVEL ROADWAY 21.60' FOUND PE 16' RIGHT OF A 0.2'N. 0.3 �S�85°40'30" E X I �, -WATER s 04'19'3099 W q METER I , 4.32' I f \ � 1 00.00' X PIPE 20.00 R' cj — __ _ — s I 5 0.3' . 0.'E. 10 N 85'40'30" W SN�w• lf1 I w I 1 9 .37 197.00' X 6 1 'z I 1 s i �I� 94� �w N W A-% I I X-4-6 a) o� O c>' � ! I 1 �W N oo ! ) 4 _5 ti �� s�r5 I I � BUILDING m P 1 -,- _ ENVELOPE i m B X I / I Z PIPE J --I X� 10 O Z 10-c' YCD _S I I EXIST. HOUSE, DECKS P d STEPS $ SHED C1 W 4.0 J 4 ti/ �� I QO TO BE REMOVED C7 ' .6 2- rn y _ m FOUN�\ ,?m PIX E �s�`� / E�`�`p C) N �4 ,b A-Op lb ` /2�CO �Z r tib' WOOD TO ? 3.0r�J cG J.7 p$�" tr<d\ 3 5 X � FOUND PIPE %511 s� <o y 0.3'S. a 31W. BULKV"A -1 s ff' BULK;�. -1.1 � ot^ `A' n X� w N86031 0�4 G Sr.-�, � loaepo — a- •"8 " V`I S C FRF CO TO UNAUTHORIZED SURVEY ISERATION OR VOLATON ADDITION 0 5 1 5 - �O SECTION 7209 OF THE NEW YORK STATE N 47 .A 0� o �.�y oaO EDUCATION LAW. 4 11 t_G' X2-5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR •CP 3 ,a t'\ EMBOSSED SEAL SHALL NOT BE CONSIDERED lQ�O J 9�� F N11X�.1' 2 1 TO BE A VALID TRUE COPY. •/ CERTIFICATIONS INDICATED HEREON SHALL RUN -05 0.9 X2.5 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND OF 0 4 \ \ LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS ANDEASEMENTS OF RECORD, IF y ANY,, NOT SHOWN ARE NOT GUARANTEED. �aPpO �/y w�O PREPARED IN ACCORDANCE WI MIJM pOD \ STANDARDS FOR TITLE SU 8 SH BY THE L.I.A.LS. AND TITRSUCH E ASSOCIATION.E BY T eSI !! 0 0 �J o� Bldg Dept copy from ZBA L; o Final review$gdiO�uments ZBA File# b iii - �CP. o�\�� Date: J/010 k%11- N.Y.S. Lic. No. 50467 0011 Nathan Taft Corwin III 0 NOTES: Land Surveyor 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS%L-0 EXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — — Successor To: Stanley J. Isaksen, Jr. L.S. F.FL.- FIRST FLOOR Joseph A. Ingegno L.S. G.FL.- GARAGE FLOOR TB - TOP OF BULKHEAD Title Surveys - Subdivisions - Site Plans - Construction Layout BB - BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i 25-193C Proposed Action Existing . Proposed v s Coverage Details _ LAMP,, POST ' EXISTING MINIMAL DIMENSIONS PROPOSED MINIMAL DIMENSIONS �� iw............E'.....` � TO WETLANDS ` TO WETLANDS \ a 9 ,� :: '... z....<:. ,....• :.. WOOD , :: I10. ST 'PO Wood Patio: 23 House: House: 23 Leaching Pools . 75 (Septic Tank 78')Pools: 36' , t ....,!. WOOD--,,,t BULKHEAD �, LAND ( ) UPLAND ( ) } •� U I�ratl'r-j' 'J`xa`��t�„s\ay:; �i^'_ - �. Natural. � .. ,: ,..,, Wit;-:` e:'a:� ..•^""✓` 'UTILIfYPr �\\ �:I ? .=r,; ......... :::: •- �::',r, ,:.,.. COVERAGE COVERAGE PROPOSED U `. a« t. ..<� _ \ 10,847 sq. ft, TOTAL LOT: 10,847 sq. ft, TOTAL LOT: 12 010 s . ft. TOTAL w RO ..,, '':. .. ,,�ar _............_.......__........_ L ( ROW): q 12,010 sq. ft. �i : t i V = _. .._e'..+. t O COVERAGE BREAKDOWN: id 1' r CE COVERAGE BREAKDOWN: 1st story), [1,000 House. 88 s ArHouse. 731 sq.ft X sq. ft.-2nd story] ry] -rank, er r , to Patio: 546. sq.ft. move ting NATGrid f Fl ;t;.f;.-A'.._„>•-_�.,.i,��`„��( �;=�=�,y f,f, \.. --__- ` _ t s q and R -� lrt to .Xivtln 45 T, .. Walkways: . NAT Grid poles Shed: 44 sq.f . Shed 91 sq.ft.D ---- ... ..._._....................._.. ... ....(ZBA' 012112016) ...u _ M= 4 TOTAL COVERAGE: 1,724 Sq..._. TOTAL COVERAGE. 1,414 Sq� TOTAL UPLAND (AA) COVER AGE: 15.9%*rooseansrLcan , ,1 TOTAL UPLAND (AA) COVERAGE: 13/o ° .- ,'• `' ` ccss ., Entrance *N / := ote that these coverage calculations do not include a 318 sf /".K ' patio or a 665 sf driveway, both f which II b d f S r',_. s P ay, b o w is will a made o t' t .• GAF. «�Tank 4– Turfstone ZA 'Y oN / _,- ... 2° Cl1 r� Proposed Stockpile area -.!' \ \ \\:�' „ `r41lVti / '' � i t." ••J'_ .''r_..'�NFrF'-' \�'7l ",` ,E � . . r cf i – \ l " �•_-,._._\. -_\ .._\.__\,__\ \ \ \ \ \ \ \ \ \ �._... a¢ ! C xz ate': .:_ - Septic tem Cross Sects( n - Grading/Soil Boring/French Storm Drain Sections , ,F "'V00D , TEST HOLEPROPOSED FRONTDOCK FRENCH . aing Associates, Inc. YARD ELEVATION FILLSTORM DRAIN I: r March 30, 2015 PROPOSED GROUND SURFACE FRONT 8'x2° (effective depth) Leact ing Pools ` YARD r+ (Typical Detail 2b) FILL WITH CLEAN el 6.5 SAN//,Qa !r `. • ,\ a..,;. . SANITARY LEACHING I �\� POOLS(SEE DETAIL 1) EXISITNG GROUND . \ $ 1 4 7 SURFACE , , e14.7 eI 4.2 SURFACE EL. ' LOAM AND ORGANIC i ` 5' 5.5' �y _ . `+ jJ' ' iFi3,� t '•€ rr !t # � {{ e13.0 YELLOW-O RA NGE GRAVELLY- YELLOW-ORANGE COARSEANp L rh [ GRAVELLY- AE '� �_ <� cn r 'I ma ! r°` gL1r'\ tVA+ ^s � 18"DEEP --� t p- t COARSE SAND el 1.0 9 ' i C: ------------------- el 0.7 Septic System Cross Section COARSE SAND AND COARSESANDGEOTEXT \. r ----------------- - LINER M...,., ---------------- -0.3 €� �\ I 0 3 GRAVEL AND GRAVEL e .............. ... 12"WIDE ....._......... _...._.......... YELLOW,GRAVELS, YELLOW,GRAVELS, COARSE SAND COARSE SAND M � ` GRAVEL FRENCH DRAIN,2"PERF PVC p IN UPPER 6" �`'Vk!A i f:::R SUPPLE`° �._INt; SCALE rn 1" = 10' BOTTOM OF TEST HOLE el -5.3 BOTTOM OF TEST HOLE el -5.3' N.T.S. N.T.S. N.T.S. i IN ill Ipp p 11 1 1!11 7' F-7-77 1!1111111 Ill Ill III 111IRM111 77 ' Natural and Man-madE: Features within 500Concrete Compressive Strength 3.0 ksi CC'NSTRUCTION ENTRANCE CONCRETE RETAINING p g LOCK/NG AND INCEST PROOF CAST IRON GRATED COVERS WALL DETAIL Steel Yield Strength 60.0 ksi (uncoated) DETAIL DETAIL DETAIL 4 SCALE:NTS (WATERPROOFED) /FINISHED GRADE 3 SCALE:NTS \�=' `� '�..\ �:, a� :�, .� � fir• `s"'' �.� " tf — — — — - 6 ter �: — — — — - I I f —I 4" gyye� III— I I SDR 18 PVC PIPE n TOP� .a , �s'n• ,> —III– TY/N -ll- , — 6 "Lw" Bars 21fo 6.75— OR ECJU/TALENT #4@1 ,c• O OF WALL ELEV A\ < SLAB AS TI REQUIRED.' A PITCHED MIN. GRADE D E E L 6 5' 1 8"PER 1' - --- so_MIH �:z a t,ND S!IFFICIEIdi TCI KEEP LOCK/NG AND rNCEST PROOF CAST IRON -- SEDIMENT ON SITE '. +' IF LOCA TED DIRECTLY fRAME SOLID COVER RES/DEN7/AL 6" TOP REQU/RED. v IF LOCA TED A W,4 Y sLAe As rsl�ED GRADE _ ABOVE ORYWELL 2 clear "- LEA VE DRAIN OPEN o �s' OR FULL WIDTH PROPOSED TOE D Ve ical Reba s FROM DRYWELL, ADD 4" SDR 35 PVC PIPE GRA E 4.5 to 5.9 ' r, \' \ 4" SDR 35 PVC PIPE OR EGU/VALENT s DROP TEE _ - 3" STONE TO BE USED of PROPOSED sreEEr conimuous Into footing 1.0'MIN 'MAX. 1f o f. ' PITCH[D MIN. °" ( SURGE STONE OF: �c OR ENTRANCE, P 1 '.. Bar#4@9 OR EQUIVALENT , 1/a"r ER 1' RAILROAD EA!_AST o o WHICHEVER IS 2" clear c_ o �� o oo�o GREATER. " " . . ,. r Bar 5 P/TCHED M/N Lb 8 PER 1 _ c ❑ CM C23 00 0 oc' 'cc G c < . - .. :.c <, .- . 'i. ' ..a,• O � - -- o c<,�-,o �, ., 0000"^�oo�'o u n 3'M/N. o o� - �� O Bars Hk @ a c 3121 ®® ® ® ® ®mm ° „3�,'- ,o� #4 9 DETAIL TYPICAL INLET DETAIL COLLAR = , CM® ® ® ® ®®m Footing) Q ` 4, \ 1 SCALE.NTS 312 ®® ® ® ® ®®E P L A N MIN. DEPTH 2'-O' Z FENCE ABOVF \ T" OUNDWA7ER P I I OS S TABLE AN, INSTALLATION NOTES STORMWATER CALCULATIONS \\ — BACKFILL MATER/AL TO BE SUPPORT NET IMPERVIOUS SECTIONS CLEAN SAND AND GRAVFL INCH TRENCH ALONG THE LOWER PERIMETER IM S House 1,488 Sq. ft. Nrw coNSTRucnoN POST OF THE STATE.4 —FILTER FABRIC TOPVIEW 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS _. Wlak/Porch 145 s ft. 3s M:N- " �. .. q s'MIN SECTION A AGAINST THE BACK(DOWNSTREAM)WALL OF THE TRENCH Shed 91 s ft. ) q' 6'MIN. PENE7RA77ON INTO NRG/N �_ (NET SIDE AWAY FROM DIRECTION OF FLOW). - .. :... . . /a �, ., FLOW W) -- �T.. .; .0 `:'�.� '•. \:. . ., .. sr• x. zoo-.�.^-,.----�-- _�'F•oo� 12 MIN Driveway 665 Sq. ft. _ 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS _ `STRATA OF SAND AND GRAIEL -- _ ' � � a -1 BACKFILL COUPLER APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. TOTAL 3,289 Sq. ft. =III 1,= 1�=VIII—VIII= 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED - -FAFFI UNDER STONE = BOTTOM OF THE TRENCH. BACKFILL THE TRENCH AND TAMP 2" Rain Event= 0.167'ft THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5.JOIN SECTION AS SOWN ABOVE. ` I NB TOTAL VOLUME - 399 cu. ft. (required) CROSS SECTION SECTIONA SECT 0 ' a sLeach Pool, 8' dia.X 2' deep, 100.5 cu.ft. each NATIVE SOIL ' \ Leach Pools, 5 Provided Ff`. '. ,. :. .\.. ^: �y; <� •+„ I" F II!:TALLED TO ENSURE VOLUME PROVIDED= 502.5 cu. ft. (provided) STOI )SID RMI/VATER LEACHING POOL DETAIL TOE-IN METHOD JOINING SECTIONS OF FENCING SILT FENCE - EROSION \� .I'•. i , F - I ..'-ES ARE SUCH THAT DETAIL T. - : P, THE VEHICLE TRAVELING 2 ! SCALE: NTS ;FF�RE ENTFPN' THE A,NTEfdANCE N.T.S. DETAIL CONTROL DETAIL Storm-water Calculations ^I'T OF THE COPISTF UC1101J AC,G AIC'T!,_-,NAL STONE AND "FLUFF" TOP 5 SCALE:NTS F. DRESSING WITH _ STONE NOTES: 13. LAIN 8SSOCIATES TITLE: V. Bontje Proposed Redevelopment (1) Not a survey. Site plan based on Corwin Survey dated December 2015. Survey shows metes and bounds and distance to cross street. SCTM 1000-57-02-23 (2) Demolish existing house and reconstruct, in place (e):cept 13 southern-most feet) - add second story and 2 story additions to the north and west. Basement/crawl space unfinished. ENVIRONMENTAL CONSULTANTS (2) Neighboring lots improved to single family residenceE . All residences on Island View Lane (greater than 150 feet distant on public water SCWA Greenport). ON: 805 Island View Lane APPLICATION BY: Virginia Bontje ( ) g g p g Y (9 ) p ( (4) Groundwater Management Zone IV-C. Soils Riverhead, 3 to 8 % slope, well drained. 103 Fort Salonga Road - Suite 5 (5) Entire site is designated FEMA flood elevation 6 feet (plus 2 feet freeboard to first floor). Highest existing elevation on site 5.9 feet. F II crawl or "basement" space will be un-inhabitable. Fort Salonga, NY 11768 COUNTY: Suffolk STATE: New York TOWNSHIP: Southold (6) Fill will be clean, v rgin materials from an upland sour3e. (631) 261-7170 ***Utilities locations not marked. Call before you dig.*** 631 261-7454 fax SHEET: 1 of 1 ( ) DATE: 2/10/2017 rev. 1/4/2018 rev. 3/8/2019 www.blaingassociates.com 1. = Proposed Action Existing vs. Proposed Coverage Details LAMP. POST . EXISTING MINIMAL DIMENSIONS PROPOSED MINIMAL DIMENSIONS GRP . . q*"' TO WETLANDS TO WETLANDS OoR�JE�N P WOOOD Wood Patio: 10' Wood Patio: 23' � ✓ S G FENCE& .. .' �O Gv ST. BULKHEAD G House: 10' House: 23' FILL d Leaching Pools: 36' Leaching Pools: 75' (Septic Tank 78') ,tQ �F° 4.32' \ Z� \ WOOD WAY, pp N `,r 52 ,� FEN EXISTING UPLAND (AA) PROPOSED UPLAND (AA) \® BULKHEAD 10 Natural,Vegetated WI RE eoce°F vE�DR S NAT�rldl(I GPOLE COVERAGE COVERAGE nd Gravel Buffer FENCE. TOTAL LOT: 10,847 sq. ft, BULKHEAD Q N Og• oa' ao" S9'79• - Waterproof TOTAL TOTAL LOT: 10 847 sq. ft, _ y 5z51A�9ba-�twa,, TOTAL (w ROW) 12,010 sq. ft. TOTAL (w ROW) 12,010 sq. ft. E b III_ITYPOLE SILT F E _ - = - r - '' - COVERAGE BREAKDOWN: b \ " �s•3,a4" ` w I NAT Grid - all - - _- �� COVERAGE BREAKDOWN: , 0� s.ss W i WaterproofW 7 House: 1 488 sq.ft-1st story) [1,000 �' -- House: 731 sq.ft. sq. ft.-2nd story] Option to Propane;tank , _ p move existing NAT Grid Patio: 546. sq.ft. Walkway: 145 sq.ft. and Fi o T \ - `;,1 - - NAT Grid Dnnect to oles existing Walkways: 93 sq.ft. °pd Yard P�o�o; �21VEWAY 1 t p Shed: 44 sq.ft. Shed: 91 sq.ft. o o ?7.3 Rear Y d C 2A�E1 ��z� (ZBA0/21/2016) .a@ �` %' �-' �wqo�) -\y, 1 _ ,i TOTAL COVERAGE: 1,724 sq.ft.* 9 o F I TOTAL COVERAGE: 1,414 sq.ft. "' ) TOTAL UPLAND (AA) COVERAGE: 15.9%* s�(ij \ N TOTAL UPLAND (AA) COVERAGE: 13% ✓Y \ o�✓OF \ 1 M , Note that these coverage calculations do not include a 318 sf patio or a 665 sf driveway,both of which will be made of ! =.: ` i --�\i Sept.Tank ti 4- to TurfstoneTM 00 t- I. 1,25 GAL. OCtC'PPEPMPR� ' \ / (10' a.X N :, m y r °O;[J I q, C y 2.5') CL / 1 10,111 pip,1 1111 111 NAT GrM I ---------- - I Q 117 o ° / I ■ • °yF�gr j TE TH F o Septic System Cross Section Grading/Soil Boring/French Storm Drain Sections O a j ^, 1' utOff Wall uried) i 11 R°�e sr i;' Q ' ! r` - _ PROPOSED FRONT TEST HOLE4. FRENCH a / / -G I , SO•� .2 DOCK I �+ 3 a,F ''� v , o I R �/ O'Natural,Vegrtated jl \� w' r�r / % i \ � Q' ' .. B.Laing Associates Inc. ■ Gravel Buffer , / i - __- '1 YARD ELEVATION STORM DRAIN o _ FILL SILT FENCE Cn March 30, 2015 co \ I I- / !' i �• f ` ' (� PROPOSED GROUND Cr _U i rn _I SURFACEFRONT �;' 1 i N r YARD e t: r' :. - I I 8x2 (effective depth) Leaching Pools el 6.5 is i i \ ;' e va ' f _- �v / \ FILL WITH CLEAN s !'a / �. c - - ----( Z (Typical Detail 2b) 9310 . � `�c % \\\ oQ ,'' , IU' SANDTARYLEACHIGRAVEL OING O m` lo;,, 2 , \ ".--__ EXISITNG GROUND IV f s� / ?:::>.• Q C . 1 --• ( ) SURFACE B F POOLS SEE DETAIL 1 s•,9, / 1 - el 4.7 \ Z) m e 4 7 "� , '� "•-- ,=" / LOAM AND ORGANIC el 4.2 SURFACE EL. w m l3.0 GRAVELLY ORANGE ---------- e tv YELLOW-ORANGE COARSE SAND Suffolk Count Department of Health Services °F a \ C. i FILL y -- -- j R1 GRAVELLY- AE _. u m m m -I COARSE SAND 18" DEEP 0 PUBLI� WATER LINE el 1.0 (g.w.) el 1.0 (s.g.w) -�-- Q 10 7 10 7 __ _ 'Septic System Cross Section COARSE SAND AND e e o -- _ - SUFFOLK COUNTY DEP1IXTILE P t,1EPl1"GF HEISLT!'d �rEi:VtCES LINER - - RE"AOVE WATER LINE ---'�-----__ ___ -----__ -- --- r-.__ ----------------- I -0.3 ----------------- el -0.3 coA E GEOTE _ GRAVEL AND GRAVEL PERININT FOS APF;'i+'}VAL OF CONSTRLICTION F'OP A 1 --------------- --` - e 96.00' S 04'19'30" n VJ - - -- St12 WIDE LT FENCE � YELLOW,GRAVELS, YELLOW,GRAVELS, COARSE SAND COARSE SAND GRAVEL FRENCH i '/ t 1 1 v it ll C / DAT- 1' �' 17�-! .`; :I� ', i``:•" _..._ ` ' C1i 1 "` DRAIN,2"PERF PVC -. aQz>tnoVr_0 Iiv 74`JI'?r�`� �'�'�I WATER S` 1PPLY,LINE IN UPPER 6° v Fon MAXInIUn1 OF DE--noG'.1s SCALE r EXPIRES THREE YEAR S FPOIr1 DATE OF APPROVAL 1 = 101 - - -- --- -- BOTTOM OF TEST HOLE el -5.3' BOTTOM OF TEST HOLE el -5.3' z N.T.S. N.T.S. N.T.S. LOCKINC AND INCEST PROOF CAST IRON SOLID COVERS SAN ITAR'.Y SYSTEM CONCRETE RETAINING Concrete Compressive Strength 3.0 ksi / FINISHED GRADE NOTFa C111�s�'STGEi(S� • -' -' •' --_-- •.•._ Steel Yield Strength 60.0 ksi (uncoated) Water Line �_ a "" - -_ij.. i�III Suffolk County llepartm-nt of tseatth Services DETAIL WALL DETAIL (WATERPROOFED) SEPTIC 1"AHK DETAIL - CROSS SECTION WEST TO EAST ��, U8 C Ins ectad FyTh,3 SLAV AS REQUIRED. - r sAAN y 4 SCALE:NTS SCALE: 1 5 Calc 8r;? i d 4'cTf� ,+� ';?a".4h C.�r�°IC;��s. /NLET '-T.' OUTLET 6" �E�'ir� °� € IIi�`,ttt�`rtC�" TOP OF WALL ELEV. 6.75' TO SSC E'C U, ( = _,ry¢', y-p 4" SDR 18 PVC PIPE "LW° Bars#4 12" O.C. �� �•' Vlr♦1�7t(V t ) OR EOU/VALENT i 4"PJ CAST IRON @ PITCHED MIN. 4" SDR 35 PVC PIPE L ! OR EOUIVALENT PIPE.2'MINIMUM GRADE EL.6.5' FEE1;` 114'PER 1' PITCHED MIN. EXTENDING FOTIHRWALL 4"0 VENT PIPE ES d�J� y ! 1/8"PER 1' 8UIF'.Co .11 Cleanout must be installed on the ,�-� N--� , z VICESSTEEL COVER 2 clear t)M 4F V' ITS'VA PLATE > PROPOSED TOE GRADE 4.5 to 5.9' Vert�Cal Reba septic tank inlet waste line.All utilities 1,250 GALLON,10'DIAMETER PRECAST CONCRETE /f"Cr�1i continuous into footing require a 5ft minimum separation to SANITARY SYSTEM a"os ousE AP "P" Bar#4@9" 2"clear House Foundation Line the septic system. _ 4"SDR 18 PVC PIPE Erosion and Control Fence G SEPTI TANK DETAILOR EQUIVALENT E EI.9.0' 2a SCALE:NTS PITCHED M/N. y CONCRETE "Lb"Bar 5#4 1 8"PER 1' TRAP PIT EI.TELT EI 7.0' LOCKING AND WATERTIGHT PIPE "O"Bars Hk#4@9"O.C. 10'Distance INCEST PROOF CAST IRON RESIDEN77AL 6" TOP CAULK >ttr 4 Lt FLOW AND OUTSIDE FACESDE �� �� FRAA•lE& SOLID COVERSLEEVE (12 x 3 5 Footing) Elevation e.s' SLAB AS REOUIRED. r. a�' rK�c L F] ISHED GRADE I{::.ilt;�I� rs•m..vrwrw •4 r:•,�L dJRET ar eanwenrJ "-�Ik:;)ik;;.I� 4 i FLOW - - J•E• f til�Ii JIL. Ground Level tit 1 EL 7.5' fA1. 1' 4" SDR 35 PVC PIPE �• l (ENJFRS SDf;SEF PLAN hET'- %5I/%hution_P 0W &poesa F.t. r Leoch/n Pohl eot /n O/Fu u,'e o Proposed Mex.2.7 OR EQUIVALENT EI.6.0' I ,....., ,... - -- - ,. ,.. I ,.,.... •,.. -I I-L ITiL' 1.0'MlN 'MAX. - �Ir „•t-r'�'p,,, zs uarAo 77r l e-r-, c•-a Mn e17F`�5'-- L a�_� ®mc�o ® �_a 1�a ��L"`7 ®o! P/T,HED MIN. 70.9• c'e. 7r -o ae.w wan E�7H o �i ' " - - SUPPORT NET SECTION B ii=a z'�tem E J�❑ �D c+s� �s raa eF�v 4 m�� p rs tsl mo' 1/£ PER 1' ®M-N G-M @'J!•• M-M 00 em=6 O M"G-9 C-n G--n mn�P""7�-7�:7�[3,Lel LAS 2"7-Q°r]!-J Qt7 M WeterProol Conerote ._._�� ---I T I 7o'x e'PR1CAsr CYNYWEJF EL 5.33' �s ww'r e'awEn e oErAK%) a nr;3 einr(s a aerAK / - - -TAa°tE AWASr eaym£7E RAW ----= ---- 4"0 SDR IS OR 35 PVC D'1 ORMWWA7ER WATER (SfE QEfAK fa-N7U4E PIXX,J G�,X�NOwA/ER Foundetbn � D ®�1 � ® ® �ISI ImD HouseA'rap/Cleanout(See Deta113) ?5,mrv. �� & / 7d9£ PIPE TO SEPTIC TANK POST Erosion and Sediment Control Detail AMT J CR�WR e, 4.9'toExistiny Elevatbn y 3'M(N. r o �„ -FILTER FABRIC TOP NEW ,�POOL SOMW 4.9'to 6.9 O ® ®FM©D y C�a PER FOOT SLOPE EL 3.5 EL 3.5 � ' COLLAR SECTION rz o la® = = ® ®EM ITO 13 FLOIN SEAsoRAL MW 0101 WA917ER Q to' East property Line Q j _ Q B A INSTALLATION NOTES Z ISS= a = TM ®EM MID, 2 BACKFILL COUPLER �2'MIN. DEP 1P/2'-0" / Existing �ABOVE' "-_-"` - � 1.EXCAVATE 4 INCH TRENCH ALONG THE LOWER PERIMETER �+ .� Elevation rROUNDWATER I M>1 SANITARY SYSTEM OF THE SITE. Engineers C tifcetion Runqui ed 4.9'to 5.9' TABLE r� 8'-O"D/A � 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS } R.A. I _ AGAINST THE BACK(DOWNSTREAM)WALL OF THE TRENCH SObimi1 RE. O. RASSI sia� `,i JO �� BACKf7LL MATERIAL TO BE- =TT DETAIL HOUSE TRAP DETAIL SECTION B (NET SIDE AWAY FROM DIRECTION OF FLOW). CLEAN SANG AND GRAVEL SECTION 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS 9- t FBF"�;T"(>r� At f 0;04.il «:t'„• e or I.a .c...• ..>?!',. �.;�;t}:a,:.'tii� ) SCALE: NTS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. (� f jj 4.LAYTHE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED ��� jdl�ii ✓' Pr1 Ir NATIVE SOIL BOTTOM OF THE TRENCH. BACKFILL THE TRENCH AND TAMP For -r• "v="-• 14lflA f17 6'M.IN. PENETRATION INTO VIRGIN THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. For Final Approval. Use i-0r VV V-V M-U/3. STRATA OF SAND AND GRAI4EL S.JOIN SECTION AS SOWN ABOVE. SANITARY SYSTEM TOE-IN METHOD JOINING SECTIONS OF FENCING DETAIL LEACHING POOL DETAIL N.T.S. 2b SCALE:NTS NOTES: tib. I �;' yYAT TITLE: V. Bontje Proposed Redevelopment (1) Not a survey. Site plan based on Corwin Survey dated December 2015. Survey shows metes and bounds and distance to cross street. SCTM 1000-57-02-23 a tib I ii:, OT rectyl, (2) Demolish existing house and reconstruct, in place (except 13 southern most feet) add second story and 2 story additions to the north and west. Basement/crawl space unfinished. ��� '• c �, rQ �; ENVIRONMENTAL CONSULTANTS 3 New septic stem per Suffolk DHS Standards Figure 10. 4 Bedrooms - 300 d flow. Install 6, 2' dee1,200 `� O p y p g gp p 8 diameter pre-cast rings (equivalent to 12 deep of 8 diameter rings). Septic tank gallons - equivalent to 4+ days design flow ON: 805 Island View Lane APPLICATION BY: Virginia Bont'e 9'4" foot pipe run at itched 1/8" per = 1.1V drop and 16' foot pipe run itched at 1/8" per = 2.0" drop. Minimums stem requirements. �+, I g J pp p p p pp p p p• Y q , � � :.:.� ,h., 103. Fort Saloncla Road - Suite 5 (4) Abandon and remove old septic system to Suffolk DHS Standards. Fort Salonga, NY 11768 COUNTY: Suffolk STATE: New York TOWNSHIP: Southold (5) Neighboring lots improved to single family residences. All residences on Island View Lane (greater than 150 feet distant) on public water(SCWA Greenport). .i ti (6) Groundwater Management Zone IV-C. Soils Riverhead, 3 to 8 /o slope, well drained. (631) 261-7170 (7) Entire site is designated FEMA flood elevation 6 feet (plus 2 feet freeboard to first floor). Highest existing elevation on site 5.9 feet. All crawl or"basement" space will be un-inhabitable. �a c� 631 26'1-7454 fax 8 Fill will be clean, virgin materials from an upland source. ( ) SHEET: 1 of 1 DATE: 2/10/2017 rev. 1/4/2018 ( ) g p www.blainga::SOCiates.com ***Utilities locations not marked. Call before you dig*** SURVEY OF PROPERTY SITUATED AT ARSHAlV OM0QUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-02-23 SCALE 1 "=20' o JULY 13, 2005 C:0 AUGUST 16, 2005 REVISED H.W.M. nm OCTOBER 29, 2007 ADDED PROPOSED LIPA EASEMENT (PRIVATE ROAD DECEMBER 7, 2015 ADD TOPOGRAPHICAL SURVEY ISLAND T� r'� OCTOBER 3, 2016 ADD PROPOSED HOUSE X=.� A j j��Tp� �T mo AUGUST 24, 2019 FOUNDATION LOCATION °A " 4 °° ° ° x51 �J�/ ��1V m-iE AREA = 10,846.65 sq. ft. O e ° .� Zp (TO TIE LINE) 0.249 ac. Posr S 85'40 3 ° ° s � —+►�' X-5--6 LAMP - �- - ° 4 �-- ° 4 N 1752°30»PDST W °° ° 106.5 s r-EDGE OF GRAVEL ROADWAY 21.60' FOUND PE >6' RIGHT OF WAY 0.2'N. 0.3 5 85°40'30" E X� O --WATER S 04'19'30°' W METERIXC 20.00' 4.32' 100.00' FOUN PIPE ''$ a N 85'40'30„W — — _ _ DD' 98.37' 197.00' sH W I O 1.2 N Q4 WWoc� aw I 5,1 O w O1 � dl m �v 1'p 11.0' y� C) 1 �^ FOUND Jho tiry ?60• '^ ja4io r1oT PIPE 28' ) tzl t4 COQ 166' r� O = 15.2' `° n °m m Old 01 o m l.0 O z CONCRETE15.6' r FOUNDATION � W A4 4o - — -- -- - - c�A - I r FOUND / X83 0 (n� z PIPE / Nt -,a Lm x ry0 \O 3 5 (n t?4 Lo WOOD TB 3.2 FOUND PIPE 0.3'S. 0.31W, gULKH�p Hip -1 6 Q6°31'04" 0 � \ � 6X N 8 589 99 `A' 0 �c�'�� \ � U6 UNAUTHORIZED ALTERATION OR ADDITION 5. 4�o O�t 1 G VV \ � (� TO THIS SURVEY IS A VIOLATION OF J SECTION 7209 OF THE NEW YORK STATE N . 40 O' o ��y EDUCATION LAW. �F �o 1 ���� 13-e- X2_5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR •LQ J LoI,' EMBOSSED LSHALL BE CONSIDERED � 2.1 TO BE A VALDTRUEC COPY. 1 16 21 \ CERTIFICATIONS INDICATED HEREON SHALL RUN -05 0.9 \ \ X-2-5 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 0.2 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. \ THE EXISTENCE OF RIGHT OF WAYS A S AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. O T \ w PREPARED IN ACCORDANCE WITH THE MINIMUM °°0 \ ^ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED M FOR SUCH USE BY THE NEW-YORK-STATE-LAND 109 o \ C>) TITLE ASSOCIATION. 0� g C 0.1 O W,, N Lic. No. 50467 Nathan Taft Corwin III NOTES: Land Surveyor l� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:1!-_O_ EXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — — Successor To: Stanley J. Isaksen, Jr. L.S. F.FL.- FIRST FLOOR Joseph A. Ingegno L.S. G.FL- GARAGE FLOOR TB - TOP OF BULKHEAD Title Surveys — Subdivisions — Site Plans — Construction Layout Be - BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 25-193E SUFFOLK COUNTY DEEPARTMENT OF HEALTH SEWICES SURVEY OF PROPERTY APPROVAL OF COMFTRIUCTED W'OR.I<S FOR SITUA TED A T ASINGLE F", _YRE_qDE,',1CS Date RNO-12 - COD ARS SAM OMOQUE The seaago ft-pos2l and mmiler sumply facHitim at thio to ton have been TOWN OF S O U T H O L D inspected and/or ce,fitjed by this Departsrienf or olner agencies and found to be satizfact,ory FOR A MAXIMU BEDROOMS. SUFFOLK COUNTY, NEW YORK 641 S.C. TAX No. 1000-57-02-23 Dza.";:'! "'n'�rper' P'Et' ("Hief SCALE 1 =20' 0 JU LY 13, 2005 r—C) AUGUST 16, 2005 REVISED H.W.M. :Uch OCTOBER 29, 2007 ADDED PROPOSED LIPA EASEMENT rn (PRIVATE ROAD DECEMBER 7, 2015 ADD TOPOGRAPHICAL SURVEY OCTOBER 3, 2016 ADD PROPOSED HOUSE Ko AUGUST 24, 2019 FOUNDATION LOCATION DECEMBER 5, 2020 FINAL SURVEY AS A 4 Aq ISLAND VIEW LANE K* . a 4 m 7 01) Zo AREA, 10,847 sq. ft. A- OST S' 85*40'30 4 (TO TIE LIN I E) 0.249 ac. LAMP 4 POST —A N 17-529,3023 W % 4 106. 44 V A-- A 4 �z EDGE OF GRAVEL ROADWAY '21-60' A :16'---- RICHT OF 0.FOUND PE IN WAY WATER $ 04-19 3.3033 3.9 w 2'N. 0.3 8504 30 E -w—ATERL'NE 10 W 3 "_\ I STRIP DRAIN 20.003 A 10D. ' 00IC ELECTR A METER FOUN PIPE g'- 7- N 85-40 3023— 4 GO.-E. 1,_UNC. WAG :Et' C) (2) DISTRIBUTIOWS — 98. LEACHING POOLS 379 0 IC a4 1197.t 0 Z TANK 2 0 POOLS LP 10 r Cn a A A POOLS3 4J 4 R: rn APR 2 1 2021 0 CONC. OPEN PAVER 0 & GRAVEL WALK ROOF OVER SLATE STOOP C') mFOUND 0 FIFE SEPTIC SYSTEM TIE MEASUREMENTS 0 16.8' DRYWELL r'o01 rn 7 4 HOUSE HOUSE r_ 15.0 0! A CORNER N CORNER B] 0 5.4' 2 STORY FRAME HOUSE SEPTIC TANK 49' 16" CO COVER cZ 0 DISTRIBUTION ' GI- POOL COVER 1 30.5 25 DISTRIBUTION 6zNaiR 0? 0 3 6' 23' M POOL COVER 2 -Al 10 bS7`otAV1C- 7 C� 0% bnf P s IV C3 cm FOUND 0 Q0 Is" r,% FIFE *'I�' .1 4V 0 0'�g e rn 4Q0? (0 LU C) a FOUND PIPE WOOD 0.3,S. 0.31w. gUIK 50 SW. 1) B6 -5A 9904 1P N0 46 UNAUTHORIZED ALTERATION OR ADDITION 5.58 5 CIO TO THIS SURVEY IS A VIOLATION OF -05 SECTION 7209 OF THE NEW YORK STATE 0 0 7 oa EDUCATION LAW. on COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 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 IN - TUTION. CERTIFICATIONS TRE NOT(TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS 'A AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 0 Q) PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED A,) FOR SUCH USE BY THE NEW YORK STATE LAND 0 TIRE ASSOCIATION. 0 'RECEIVED 0 OF N�kj, 0 A 60 0 DEC 202 5 ,� Ar LA. SUFF.CO. HEALTH SERVICES OFFICE OF_,iVASTEWATER MGT N.Y.S. LJc. No. 50467 tl� Oil, Nathanl�aft" Corwin III 09 Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport,'New York 11947 Jamesport, New York 11947 25-193F REScheck Software Version 4.6.5 C.J Compliance Certificate Project Bontje Residence Energy Code: 2015 BECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,346 ft2 Glazing Area 28% Climate Zone: 4 (5572 FI®®) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 805 Island View Lane Jeff Thalheimer Greenport, NY 11944 Thalheimer Architecture 21 Center Street Northport, NY 11768 ®- e Compliance: 10.0%Better Than Corte Maximum UA: 519 Your UA 467 Maximum SHGC. 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross,Area, Cavity Cont. Assembly or U-Factor UA Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1,489 30.0 0.0 0.033 49 Wall 1: Wood Frame, 16"D.C. 2,784 19.0 0.0 0.060 118 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 689 0.300 207 SHGC: 0.31 Door 1: Glass 96 0.300 29 SHGC: 0.24 Door 2: Solid 40 0.200 8 Ceiling 1:Cathedral Ceiling 587 30.0 0.0 0.034 20 r Ceiling 2: Flat Ceiling or Scissor Truss 1,039 30.0 0.0 0.035 36 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. David Maschke 2/21/2019 Name-Title Owner Signature Date Integrity Home Energy Assessments 68 N Paquatuck Avenue East Moriches, NY 11940 (031)328®4060 Project Title: Bontje Residence Report date: 02/21/19 Data filename: C:\Users\masch\Sync\REScheck files\Bontje Residence.rck Page 1 of 1 RESeheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015'IECC Requirements: 100.0% were addressed directly in the RESeheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. w� - ,. -,,,, '.;i•''.tf';:.+ w' ,",;, c ;tit3iv ',r`-" - 'A,`.e k ''"„bS* ..'^r-rti.•'�::�^i,�`u"s=.i= "'r<'".',`KF`<"• ",Sectiis"n=j Plans Verified, Fieid;Verified:,r a-, Pre-inspectionJPlan,Reviean►` ,-=w ;Coinplies?`T: . =,EornmGntSYAssump�tions_ Value; >a ,_ Tr:, 3 ;St IRe 64-, `7 - Vdlue-��`' _ - •i,..�,_^cj _ .'it' "f -_ �I.,y;t':•,,zc.,�;"•- - 103.1, !Construction icy" a= *""" � '- ~` -❑Com!lies' n drawings and -} ;Requirement will be met, 103.2 !documentation demonstrate r4 w - "' rK ,❑Does Not [PRl] !energy code compliance for the N� `r "' -%rt r y❑Not Observable ;building envelope.Thermal �������=��-r� :��>=��`: =-'`.�;, �.���� 'envelope represented []Not Applicable on ; ,construction documents. 103.1, ;Construction and drawings ❑Com lies p Requirement will be met. 103.2, ;documentation demonstrate ❑ ; Does Not 403.7 :energy code compliance for [PR311 ,lighting and mechanical systems. tom ❑Not Observable ; ' ,.. >;. �,y, ' x []Not Applicable ;Systems serving multiple ,:,�._��-�°- .w�` �,�.,- �'"���M--� .�"U PP ,dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302:1;.'• $Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. ,403.7 ,sized per ACCA Manual S based Btu/hr Btu/hrl Z Does Not [PR21?', " yon loads calculated per ACCA > Manual J or other methods ; Cooling: Cooling: ;❑Not Observable approved by the code official. ; Btu/hr Btu/hr ❑Not Applicable A 1 t t t + ! 1 I t Additional Comments/Assumptions: j i I i i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: Bontje Residence I Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residerce.rck Page 2 of 9 ;�x�E �• - �., f .C,e"r'- '"� A Yf .h S> F.A,e-s9,V.,1e.�,i.'+�/ �t s• - " i,'L t .:ihi t w:l�' >3+}�,•�:`.'s l:r 5",ff'iflfte�yea '(I yU" s ectiori '` ".' ` ;:;Coin`lies? "` ° ,.,. s;CorroQnents Assam tions ? � '`' #. t' Foundation I p a ,p„ ?' .>` -r, 1, p .t ,: ' .• :,n...,,9 ,�.t `sg_n-'. t^a ;c' ,t., '.i:,.m.-: Y�&'`R®q:ID� _ `✓<:,�".at,.,�,��>;�''��.:.,.`�x. .*I.a. ter. 2.;.�, ^��<.c r,q.N`�:�.,.'1�LE 1t sv'i:fir°,.a 1^...:•,�: •'�'.,._.P`P.�'S�' •3'03.2.1- " A protective covering is installed to� :❑Complies ;Requirement will be met. [F011]2 `' protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in, below .❑Not Observable; a grade. ❑Not Applicable 403.9 ;r, Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [F012]2'F' installed. Z❑Does Not ;❑Not Observable !❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bontje Residence Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 3 of 9 ' Plans, 4ie ri Va 402,.1.1, Door U-factor. 1 U- U_ 1E:]Complies See the Envelope Assemblies 402.3.4 1 '[]Does Not :table for values. :E]Not Observable ![]Not Applicable U See the Envelope Assemblies 402.1,1, Glazing U-factor(area-weighted U- i[Icomplies I :table for values. 4023.1, average). PDoes Not 402.3.3 402.13*6' :E]Not Observable 402. :E]Not Applicable 303.1.3 U-factors of fenestration products OComplies :Requirement will be met. [FR4' !are determined in accordance vr-r*� []Does Not !with the NFRC test procedure or []Not Observable I taken from the default table. L-JINIUL Applicable 402.4.1.1 IAir barrier and thermal barrier Elcomplies Requirement will be met. e Not instructions. �r� []Not Observable ON&Applicable 402.4.3 1 Fenestration that is not site built ElComplies :Requirement will be met. [FR20]1 ;is listed and labeled as meeting S E]Does Not ot Ob ble :400 that do not exceed code limits. W, Requirement will be met. 40�.4.� IC-rated recessed lighting fixtures []Complies 16 isealed at housing/interior finish E]Does Not �and labeled to indicate --2.0 cfm ot Observable leakage at 75 Pa. EINot Applicable 403.2.1 Supply and return ducts in attics []Complies :Requirement will be met. PN 11 !insulated >= R-8 where duct is 3 inches in diameter and >= R-6 where < 3 inches. Supply and EINot Observable return ducts in other portions OT the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. ;Requirement will be met. 403.3.3.5 �Building cavities are not used as i��- ,,,E]Not Observable 403.4 HVAC piping conveying fluids R- R- ;,E]Complies ;,Requirement will be met. [FR17]2' !above 105 QF or chilled fluids UlDoes Not below 55 9F are insulated to �:R- 13. EINot Applicable Elcomplies I Requirement will be met. 403.4.1 ;Protection of insulation on HVAC [FR2411 piping. E]Does Not ble EINot Applicable 403.53 Hot water pipes are insulated to R- R� Elcomplies ;Requirement will be met. !E]Not Observable :E:]Not Applicable OComplies ;Requirement will be met. 403.6 �Automatic or gravity dampers a, [FR19]2 installed on all outdoor ai, LJDoes Not intakes and exhausts. E]Not Observable EINot Applicable 1 High Impact(Tier 1) Medium impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: BontjeResidence Report date: 02/01/I9 Data filename: C:\Users\Dave\Sync\RE5checkfi|es\BnntjeResidence.nck Page 4of 9 Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: Bontje Residence Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 5 of 9 " d -1f iad` I a Ans6latlonInspecVon /Asd ukoiiVake N- 3011 All installed insulation is labeled ;eMT',U§M_Z []Complies ;Requirement will be met. PN13]2_ or the inst • alled R-values `tiL-JDoes Not provided. c, 1E]Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- R- ;E]Complies See the Envelope Assemblies 402.2.6 E] Wood ❑ Wood :E]Does Not table for values. [IN1]1 I E] Steel E] Steel Not Observable UNot Applicable Complies Requirement will be met. 303.2, ;Floor insulation installed per 402.2.7 manufacturer's instructions andEDoes Not [IN2]1 ;in substantial contact with the W E]Not Observable underside of the subfloor, or floor 'framing cavity insulation is in ."y - - fi '""`-` n '= ❑Not Applicable contact with thd top side of e ;sheathing, or continuous ,——agr ;insulation is installed on the underside of floor framing and7 :f 5 ! t�-3'Wextends from the bottom to the 2 I top of all perimeter floor framing ,members. 402.1.1, 'Wall insulation R-value. If this is a R- R- ;E]Comp I lies ;See the Envelope Assemblies : 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ❑ Wood :E:]Does Not table for values. 402.2.6 ;wall insulation on the wall E] Mass F 13. _] Mass 1EJNot Observable [IN31 :exterior,the exterior insulation I I : E] Steel E] Steel UNot Applicable 1 requirement applies (FR,10). 303.2 Mall insulation is installed per ElComplies :Requirement will be met. !manufacturer's instructions. E]Does Not [IN411 E]Not Observable El N o t Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Z medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bontje Residence Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 6 of 9 "e!" ;Field',1/erified "# Final Inspection Provisions I?laris Verifi ;,-} " u � ,' ", - p ,` Complies,., ', Comments/Assur`riptio�s, B �- rVafije t;,. 402.1.1, ICeiling insulation R-value. ; R- R- ;❑Complies :See�the Envelope Assemblies ' 402.2.1, E] Wood Wood T❑Does Not ;table for values. 402'2'2' 1❑ Steel :❑ Steel 402.2.6 f❑Not Observable [Fill' i '❑Not Applicable f 303.1.1.1, ',CeilingF •a ",x a FYw ,, '""' =� insulation installed perg, ,❑Com p lies ,Requirement will be met. 303.2 ;manufacturer's instructions. ' .'❑ ..y„ .• .. :,= :4 Does Not [FI2]1 I Blown insulation marked every =” ; 300 ftz -1E] Not Observable ❑Not Applicable 7 r.♦ �`-s•d� :.-c.. .'mss+'X�Y.�:•:.."µ,Vi.r:�M ^G..'"5',. 1 402.2.3 ;Vented attics with air permeable ". =- y' ❑Com lies Requirement will be met. [FI22]2 insulation include baffle adjacent g"r K y = �. , s >al❑Does Not e ants that r �.' ,r =�- =:��-��=�` �„•� Ito soffit and eav v r=<"aK y �Rfr-= .y•>, ', Not Observable ;extends v '�' =:t i o er insulation. '����'�wsfr�;;:�r.µ����� 'a=p�:,;�..� rz��; -_�� f =` µ r ::• ='' r❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 ;insulation >_R-value of the +❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. °❑Not Observable ; :❑Not Applicable 402.4.2 i Wood-burning fireplaces have ti f - s -_` ❑Complies ;Requirement will be met. [FI8]2 ;tight fitting flue dampers and ❑ Does Not {outdoor air for combustion. ! 4y ❑Not Observable ❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 ; ycfm/100 E^ ; V cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or ; ft2 ft2 ❑Does Not i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable Itests,`verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI27]1 :determine air leakage with ft2 ft2 :❑Does Not !either: Rough-in test:Total ;❑Not Observable ;leakage measured with a ; pressure differential of 0.1 inch :❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of :test. Postconstruction test:Total ; ;leakage measured with a 1 :pressure differential of 0.1 inch ;w.g. across the entire system ;including the manufacturer's air : handler enclosure. i J 403.3.2.1 ;Air handler leakage designated r` `_ = =' - yr .❑Complies iRequirement will be met. [FI24]1 ;by manufacturer at<=2%of >'- "` f r " ' =-==ty❑Does Not i design air flow. L=' -":s-' "s>>e L•fi=:^ s ;.^rx` Fa ; ❑Not Observable ; ❑Not Applicable 403.1.1 j Programmable thermostats ❑Complies ;Requirement will be met. [Fig]2 installed for control of primary -r °y a.a w ;v Y'= w w F ❑Does Not heating and cooling systems and i. w "mom." ❑Not Observable -:r`sk :�t�a Iinitiallyset bymanufacturer to r='-`= ,„aar - , ( specifications. rx: ❑Not Applicable codes P �= 7= :r 403.1.2 i Heat pump thermostat installed ,'�_"❑Complies iRequirement will be met. .. Y t%.' t .^P.;»",*.'."`S.%^ .'.�;r , F1 16]2 ,on heat pumps. `=.r=: ' .; '-=_'F` 'rr; ==- ray j❑Does Not • � rdy y�•ti.��j�`;�_��' "'” .•:,;5a�'7`Y-.'-Lei >a�:;'^;�_.'"..""-c"�%:'wF' a'^� , ❑Not Observable ; 6 ��. _•.��.;.' ;,.,,,�t;;r-"-=`�.- �..�w�,:-a..°;;��_4s�❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bontje Residence Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 7 of 9 � ^ ^ . . F1 1112 1 systems have automatic or ODoes Not I I I High Impact(Tier 1) 2' Medium impact(Tier 2) 3 1 Low impact(Tier 3) -S' ection', pTlb'ns-V4rifi6d,"-��,-,FiW&Vgflfied. � V'%,", ,N I ' dhts/As9drh0tiofis-v Final Inspectidn'Provisions,' :Value, & Req.l®� 404.1.1 !Fuel gas lighting systems have � "��'g*[]Complies []Does Not Requirement will be met. [F123] :no continuous pilot light. []Not Observable []Not Applicable 'Elcomplies Requirement will be met. Compliance certificate posted [FI7]2 -303.3 ,Manufacturer manuals for Requirementwill be met. [Fi18]3 mechanical and water heating []Does Not !systems have been provided, EINot Observable EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 1,2 Medium impact(Tier 2) 13,1 Low impact(Tier 3)____] Project Title: Bontje Residence Report date: 02/01/19 Data filename: C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 9 of 9 THALHEIMER *A — Pp D AS NOTED A R C H I T E C T U R E �J DATB.P. FEE: BY. TWENTY ONE NC'I )ARCAT \ 765-18J2 8 AM TO 4 PM FOR THE PLUP�IBER ERTI CATION CENTER STREET FCI;. ') ING INSPECTIONS: ON LEAD C VTEN BEFORE 1• _ %DATION - Tiro CERTIFICAT OF O( CUPANCY REQUIRED NORTHPORT - °OURED CONCRETE z ;� SOLDER U ED U1 WATER NEW YORK �� �\ 2• FOS.'aH - FRAMING & PLUMBING 3, 1`4 I AT,oN SUPPLY S STEM .ANNOT l ' 4. FIN IN- - CONSTRUCTION MUST EXCEED 21 0 OF /o LEAD, 11768 BE COMPLETE FOR C.Q. 1 ALL CONSTRUCTION SHALL MEET THE 631 754 8621 REQU\ C ✓J YORKREMSTAT S OF THE CODES F NEW NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ON ERRORS. COMPLY WITH ALL CODES OF ALi.P-1il a ;,;u} ASTF7 , NEIN YORK STATE & TOWN CODES MATE I LINEE �E \ i TESTING.I34 FORE C hl I91NG AS REQUIR D AND CONDITIONS OF ' SOUTHOLD TOWN ZBA 'I T PLANNING BOARD P SOUTHOLD TOWN TRUSTEES DO N�; R10 V� a d- _ N.Y.S.DEC OF F'OUi I)ATIO, LQQ I ti,! �- HA -EiJ AI "COV, C� I r—I jl OCCUPANCY OR SSE IS UNLAWFUL WITHOUT CERTIFICATE111-H 0 OF OCCUPANCY FLOOD ZOME CO""�1Y p!T1 d 0,HA TER 140 Ptd Dg=i. ._ F , -X77,11201 0 W CSO*;S ARE fr',EQU6FED INSP` 1560 betorC ;Q UnAINAG - at 7fs5- Contact TOS Engineering certlilcatlon Backt1119 OR Provide engineer'S fin!the drainaa,,has been Installed to Code. W k 0 TRU I�t.A l� W Slower door i 11, 944 and ductwork 8051S W N G NPOIN6.. testing'required, ELF CAI. SPECTI'ON 11EQUI JED W '_— Flx�' T a 1lr1lS M4 - z��-� - _ - r✓1�a17 S as per Director Index of Drawings : Vicinity Ma I°'ZYS �nerg�' Code Project y g y p All exterior lighting Sheet No. installed,rep aced or THALHEI:MER ARCHITECTURE 805 ISLAND VIEW LANE repaired shall conform Q 1 of 19 Cover Sheet � i ?, ;Ori � r l7z Z Architecture �npr� t 'c' iCode 2 of 19 Site Plan / Zonin Data / Climate Data / Plumbin Riser Dia ram / General Notes 1 1'01 21 Center Street g g g Y ' Northport, New York 11768 3 of 19 Foundation Plan g PARK � 4 of 19 First Floor Plan 631.754.8621 Tel. 5 of 19 Second Floor Plan - 71 ,� - p thalarch@me.com _ "� f, 11 , 6 of 19 Roof Plan ps °° 7 of 19 North + East Building Elevations '=i= r( 0 Vol; ; NATHAN TAFT CORWIN III 8 of 19 South + West Building Elevations ► 'af,� zs " , q ; # Surveyor 1586 Main Road 9 of 19 Buildin gSections !, �O � ' w + 10 of 19 Crawlspace Electrical + Reflected Ceiling Plan / Light Fixture Schedule Jamesport, New York, 11947 . _,* t 11 of 19 First + Second Floor Electrical + Reflected Ceiling Plan 71 631.727.2090 12 of 19 First + Second Floor Floor Finish and Trim Plan ; N� , PIPES COVE 13 of 19 Door Schedule / Trim Details TOWN Oh SOUTHOLD 14 of 19 Bath Elevations Town Hall Annex 15 of 19 Bath Elevations / Plumbing Fixture Scheduleso 54375 Route 25 16 of 19 Wind Resistive Construction Details ' F , �� .- • SCALE-AS NOTED REV. ®i 21 MAY 19 Southold, New York, 11971 17 of 19 2015 IECC / 2017 N.Y.S. Supplement Compliance Details ;� `� ��, �� ' ' DRAWN BY: T.E.T. REV. B Lz a tnA + 631.765.1892 18 of 19 Details � _ } 15 DATE: 22 FEB 19 REV. 19 of 19 Details _, 015Lr Q A-FRAME CONSTRUCTION Appendix ' A ' Survey A ! �,,, 6 6 PROJECT ND_ E t Aaron Burke Appendix ' B ' S.C.H.D. Approved Site Plan / Sanitary System .O.Box 474 on General Contractor PAppendix ' C ' Energy Data / Checklist HCl i r� �' DRAINING Wading River, New York, 11792 Appendix ' D ' : Manual ' J , S, D ' J ,n mngs R CA#d'F•'+t�tl�A7�"T w.,..�„.,.. •. �` � OF r { 4p 631.793.1087 r _ Cp 4 THESE PLANS ARE AN IHSTRUMEHT OF SERVICE THE PROPERTY OF THE ARCHITECT. INFR+ � Uy WILL BE PROSECUTED. �t f it ° TFAf4N PO Wr `R �o '` d CONTRACTOR SHALL VERIFY ALL COND' MEASUREMENTS IN THE FIELD AND BE RES' FIT AND QUANTITY OF WORK. NO ALLOV BE MADE IN BEHALF OF THE CONTRA( ERROR OR NEGLECT ON HIS PART_ . C 2019 Thalheimer Arc S i t e P l a n C-4ENEERAL NC)TEES Zoning Information Summary: SCALE : 1" =16'-0" ; 4. ALL WORK SHALL COMPLY WITH CODE SECTION R310 FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. SEE e LOCATIONS ON FLOOR PLANS FOR 'EGRESS' OPENINGS. PROJECT DESCRIPTION : New Residence 5. ALL WORK SHALL COMPLY WITH CODE SECTION R314 +R31D FOR SMOKE ALARM AND CARBON MONOXIDE T T���"� ALARMS.SEE FLOOR PLANS FOR LOCATION OF UNITS. THALHEIMER 230 6. ALL WORK SHALL COMPLY WITH CODE SECTION R401 FOR FOOTINGS AND FOUNDATIONS.SEE PLANS AND PROJECT ADDRESS: 805 Island View Lane A R C H I T E C T U R E DETAILS FOR SIZE OF FOUNDATION WALLS +FOOTINGS,STEEL REINFORCEMENT,DRAINAGE, DAMP PROOFING, ETC. Greenport, NY 11971 o �°°�r •� ,2�' 1. ALL WORK SHALL COMPLY WITH CODE SECTION 8301. 2. 1. 2 FOR PROTECTION OF OPENINGS. SEE NOTE ON TWENTY ONE 2 N 15 FOR Q �!� o To 20 40 STORAGE LOCATION DETAILS OF PANELS. STRUCTURAL PANELS AND FASTENERS.SEE FLOOR PLAN FOR PARCEL TAX ID ##. CENTER STREET Section: 57 Block: 2 Lot: 23 S2 PRIOR TO EXCAVATIAy CO ERAL.CONTRACTOR NORTHPORT AND VERS'RE ���'�'� SEE FLOOR PLANS AND DRAWING "16FIELD LOCATE 8. ALL WORK SHALL COMPLY WITH 0DE FOR SPECIFIC ETAILS WITH AND NAILING SCHEDULES. CONSTRUCTION. , / 00, 8� � xoN1N�eoaRD C:RANTED VARIANCES FOR s>=r$AacsRESIDENTIAL ZONE. Residence R-40 NEW YORK 0 3 UAT14 RESPECT TO PROPOSED WORK,NOTIFY 3$ dog ARCHITECT OF ANY DISCREPANCIES 9. ALL WORK RELATED TO CHIMNEYS AND FIREPLACES SHALL CONFORM TO CODE SECTION R1001. SEE PLAN FOR 11768 SELECTION OF PREFABRICATED FIREPLACE UNITS. BOARD OF ZONING AND APPEALS 631 754 8621 'OivN� � �, V� 10. ALL WORK SHALL COMPLY WITH CODE SECTION MI201 FOR MECHANICAL CODE,CODE SECTION G2401 FOR FUEL L 2 �►�O ,0� GAS CODE,CODE SECTION P2501 FOR PLUMBING CODE,CODE SECTION E3401 FOR ELECTRICAL CODE. STANDARD ALLOWED PROPOSED COMPLIANCE - M o o� 0 11. ALL CONCRETE SHALL BE 3500 PSI± 28 DAY STRENGTH 1 LOT AREA 40,000 sf TIDAL WETLAND � • �Ct ^ G BOUNDARY 1 \ �00w \ 2��' �` �� �O 12. ALL NEW FOOTINGS SHALL BE MINIMUM OF 3'•6" BELOW FINISHED GRADE AND BEAR ON VIRGIN SOIL WITH Gross 12,010 sf EXISTING NON-CONFORMING \ b� y'�F '(Q ' ASSUMED LOAD BEARING CAPACITY OF 2 TONS /SR G.G. SHALL FIELD VERIFY. Net 10,847 sf c'S'`4P 2 LOT WIDTH 150' +-85' EXISTING NON-CONFORMING c�R 04; �0 13. ALL STRUCTURAL FRAMING SHALL BE DOUGLAS FIR 02 AND BETTER 10' NATURAL VEGETATE] ` — _ TpQ 'kq,Q9AA Oy�. �.�� 3 LOT DEPTH 175' +-144' EXISTING NON-CONFORMING AND GRAVEL BUFFER 10' NATURAL VEGETATED AND 14. ALL STRUCTURAL FRAMING FOR EXTERIOR DECKS SHALL BE A.C.Q. TREATED WITH NO AMMONIA. ALL FASTENERS, \ GRAVEL BUFFER HANGERS, 4 FRONT YARD SETBACK 35' +-31'-0" VARIANCE GRANTED EXISTING GRADE CONTOUR � @ �\Qs�� \\ '� AND CLIPS SHALL BE STAINLESS STEEL.NO EXCEPTIONS STONE SLAB STEP15. PROVIDE HOLDDOWN DEVICES EMBEDDED IN CONCRETE AS INDICATED ON PLAN.SEE DRAWING 016 5 SIDE YARD SETBACK(EAST) 15' +-15'-7" COMPLIES d- 2 PROPOSED GRADE CONTOUR \ — — �G`>y DRYWELL 6 SIDE YARD SETBACK(WEST) 10' +_15'_2° COMPLIES �y •, PROPOSED 9' x 16' PERVIOUS, 16.PROVIDE HURRICANE CLIPS AT ALL RAFTER /HEADER CONNECTIONS AS PER CODE.SEE DRAWING " 1601 PATIO TURFSTONE PAVERS WITH GRAVEL FILL PERVIOUS PATIO — 7 REAR YARD SETBACK 35' +_28'-4" VARIANCE GRANTED '"I PROPOSED 11. 3' x 1-3. 5' � = — _ 0 11.PROVIDE COIL STRAP AT ROOF RAFTERS OVER RIDGE AS PER CODE. SEE DRAWING " 16 r—'I � ____ G TURFSTONE PAVERS WITH GRAVEL LL i PROPOSED DECK 318 SF 8 LOT COVERAGE 20% 18. 5%2, 169 SF 2, 011 SF COMPLIES 41,STONE SLAB STEPS — — 18. PROVIDE COIL STRAP EMBEDDED IN CONCRETE PIER AND EXTENDING UP INSIDE OF PERMACAST COLUMNS AND OVER HEADER ABOVE AS PER CODE. SEE DRAWING • 16 9 BUILDING HEIGHT BUILDING ENVELOFI FOR / PASO ' /— F Mean height/Exist. ave.grade 35' +-33'-6" COMPLIES ZONING CP 0 5 \ 0 PROPOSED OUTDOOR 19. SEE ATTACHED SPECIFICATION BOOKLET FOR ADDITIONAL INFORMATION ON MATERIALS AND METHODS OF 0 v► /v I tX �j rO -14 yb sO SHOWER 3"I SF CONSTRUCTION. 10 NUMBER OF STORIES 2 1/2 Stories 2 Stories COMPLIES DRYWELL d PROPOSED PERVIOUS BLOCK DRIVEWAY 220 SF TURFSTONE PAVERS WITH GRAVEL FILL DECK10 2, �o DRYWELL BOARD OF TRUSTEESV. W ''a ® � �° J PROPOSED WATERPROOF WALL 4 STANDARD BOARD OF TRUSTEES PROPOSED REVISED AREA CHANGED PROPOSED SHED '21 SF �o� APPROXIMATE LENGTH i6l' V Ig APPROVED 18 JAN 17 SITE PLAN 07 DEC 18 DRYWELL �� O ` PROPOSED TWO STORY , v 1 LOT COVERAGE r`� �o / RESIDENCE 1,488 SF 3' O `� 0 ELEv. 10. 5' y F PROPOSED Or_ LO 1 \ GRAVEL DRIvr=wArl Dwelling 1,488 SF 1,488 SF No Change 6 / ® 62 5F Deck 318 SF 318 SF No Change Z DRYWELL O�`�'F / +• Front Porch/Walkway 145 SF 229 SF Increase of 84 SF Pervious Patio at Seaward Side of Dwelling 11.Tx 18.5' 11.Tx 18.5' No Change Pervious Patio at Seaward Side of Deck 9'x 16' 9'x 16' No Change Shed 91 SF 91 SF No Change Outdoor Shower 16 SF 37 SF Increase of 21 SF 6i\ + Pervious Block Driveway Against Dwelling 220 SF 220 SF No Change PROPOSED FRONT ''PORCH \ r •• r• e Gravel Driveway 462 SF 462 SF No Chane 1 / �y '�'• NOTE: EXTERIOR WALLS OF PROPOSED PROPOSED WALKWAY RESIDENCE AS DEPICTED ON APPROVED B.LAING TURFSTONE PAVERS WITH GRAVEL FILL OQ ��'� .�U"O DRAWING HAVE NOT CHANGED. PROPOSED WATERPROOF WALL APPROXIMATE LENGTH 11191 S �-r S00 . �{ a PROPOSED GRADE CONTOUR �– – O�� + EXISTING GRADE CONTOUR ' Of CLIMATIC:p 4 .. V _ ------ CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA � TAILS ON PROPOSED / APPROVED Q �j,� �� TED��� – � w \� ALL WORD SHALL COMPLY WITH THE�QUIREMLTITS OF THE 2015 ICC CODES AS DEADDITIONAL INFORMATION AND Oj$j , ; .o �5 \V ADOP5Y NEW PAND END ORK STATE AS AMENDED SY THE 2016 NYS SUPPLEMENTS. DET \\ O 'I 4 SEPTIC SYSTEM REFER TO APPROVED O,. O - \/� GROUND WND DESIGN SEISMIC eIBEct To DAMAGE FROM WINTER ICE-BARRIER FLOOD AIR MEAN ASSOCIATES. ZONE BY B. LAING o Q;� ' ,`oO �� ••o aZ A\ SHOW vESICN �j \`\,v DESIGN WDERLAY EW HAZARDS FREEING AMrUAL f� / LOAD SPEED 70POGRAPIaIC SPECIAL WND BOfJJE CAIEGORI WEATHERMG FROST LINE TERMITE TEMPERATURE REQUIRED INDEX TEMP. FO�C1j .�P�g � MPH EFFECTS �laa DEBRIS ZONE MODERATE \I 20 PSP. 130 MPH NO NOTES C SEVERE 3O A '-0 TO HEAVY 0 DEG. TES NO 500 51.9 Deg. \ d d�� g ` 11\g�° �� � 1 ` gid - �a ` 0 00 //� 6" DIAMETER �A �i ��• LL / 111011 Ittg )00001 VP �1 y O� -4. op REFLECTIVE RED REFLECTIVE WHITE•'�'^"'✓ r "I= 40 Com PANTONE#187 o f 4 -AEW Y 'j.BARS�9 ,y _. ,,2".y°." _'.l s`.t� :F.4:•r ROOF 411 111 VTR „ 411 VTR co LU BATH r4 a u." „fi` .." `k'b'` s..'r '• 2'IvENt TUB 2"I VENT x tfi r.: SECOND FLOOR — — — SCALE: 1" =16'-0" REV. ®i 21 MAY 19 4"SOIL MASTER BATH POWDER ROOM I KITCHEN ter , — � — � —� AUN Y DRAWN BY: J.E.T. REV. �`. .. " I— I I- I- . /2 I_ I I DISH S1111' I I-1n" P, " 14. 1-12" 1 ' r. I I FLbOR ASHER TLa RATE: 22 FEB 19 REV. M STROKE R The construction type .:.1,.. t FIRST FLOOR — I N , designation shall be 3a' ,��x,. _ 11 �; I FA "I","11", "W"or"V" 3" 2" 2" yw 2" 2° 3' 2" 2V2" to indicate the construction CO 4"SOIL 4'SOIL classificationthe �� structure under TO S.C.HD.APPROVED DESIGNATION FOR STRUCTURAL 4'SOIL SANITARY SYSTEM PROJECT NO. section 602 of the BCNYS COMPONENTS THAT ARE OF HOUSE TRAP Q TRUSS TYPE CONSTRUCTION FUM Ms RISER DIAGRAM NOT TO SCALE ■ III FLOOR FRAMING,INCLUDING NOTES DRAWING � ■ ■ GIRDERS AND BEAMS � DF aR99 ROOF FRAMING U ALL VENT TERMINALS SHALL COMPLY WITH 2015 IRC CODE SECTIONS P 3101.2 AND 3103,1 BUILDING "R99 FLOOR AND ROOF FRAMING 2) ALL VENT TERMINALS SHALL BE ON BACKSIDE OF ROOF,PAINTED FLAT BLACK STANDARDS AND CODES THESE PLANS ARE AN INSTRUMENT OF SERVICE I REQUIRED NEW PORK STATE TRUSS SIGN • THE PROPERTY OF THE ARCHITECT. INFRIH( GENERAL CONTRACTOR SHALL PURCHASE AND INSTALL TRUSS SIGNAGE WILL BE PROSECUTED. TO BE POSTED ON EXTERIOR WALLS OF HOUSE AS REQUIRED BY THE TOWN OF SOUTHOLD CONTRACTOR SHALL VERIFY ALL CONOITIO MEASUREMENTS IN THE FIELD AND BE RESPONS FIT AND QUANTITY OF WORK. NO ALLOWANCE BE MADE IN BEHALF OF THE CONTRACTOR F ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture 45'-4u 27'-I" PORTION OF EXISTING FOUNDATION TO REMAR COORDIANTE WITH 5 OWNER M FIELD 9 PORTION OF EXISTING FOUNDATION WALL t0 REMAIN At NEW PATIO /�-- s PERIMETER.COORDINATE WITH TI�ALITFIi11FR OWNER A R C H I T E C T U R E \ \ �— — OUTLINE OF TUr�StONE PAYER PATIO 5ET IN GRAVEL ABOVE TWENTY ONE 1 OUTLINE OF TURFSTONE PAVER PATIO CENTER STREET \ ABOVE SET IN GRAVEL NORTHPORT \ A 1 TYPICAL FW ATION 9 ACA WOOD FRAME STEPS WITH S"POURED WALL I COMPOSITE FINISH NEW YORK 32"x 12"KEYED/CONS FTG 11766 (1)5 BAR CONT a T.W. 1 (4)5 BAR CONT.m FTG. \ I 18 5'-I" 31-2" 3' ' 631 754 6621 r- — — — — — — — — —— — _ — — — —— I �I/ N O L — — ——YA_ OUTLINE OF REQUIRED ZONING ENVELOPE INSTALL OWNER SUPPLIED SUMP PUMP IN PIT RECESSED IN SLAB. I 1 -`� r ——— OUTLINE OF DECK ABOVE COORDINATE WITH OWNER �� r — 5'_pll I HE) \ X I L�—' —— ———�—}——� 1\ 12"DIA.CONC.FILLED SONOTUBE ON T-b"x _ _ T-b"x I'-0"D FTG. TYPICAL STEP FOOTING DOWN AT VENTS TO I \ (3)_2 x I GQ (3)2 x 10 ACQ \ lO PROVIDE V-0"D FROST _ PROTECTION I� I '- \\ � \ OFFSET DECK I'-0"FROM REQUIRED ZONING SETBACK LINE. VERIFY IN FIELD /191 ; DRIVEWAY RETAINING WALL.SEE SITE 4 FLOOD VENT t0 BE SET GRADE�. Slas�• U= - \ �' p � PLAN AND DETAIL.APPROX.TOTAL WALL 18 FLUSH AT SHED SLAB 'a'm X i N I X3''3'X a = - STEP FOOTING DOWN AT VENTS TO \ ': \�\ d o 1f16\,,-\ \ �. LENGTH }b'I' t� \ O I S I T s A % O PROVIDE 3'-0"D FROST \ ,p \ � °1 PROTECTION \ • \'2 \ 0 • ND _ WOOD FRAME CRAWLSPACE FF SMART VENT 1 ACCESS DOORS WITH BUILT-M \\+��+\\ ''�\ GRADE SMART FLOOD VENTS.VERIFY �jL s tel¢\ I �. '•: 1 O IN FIELD 8'' sr \ O IA _ 1 I ALIGN BEAM UNDER POINT I ELE�Po� \ 13 0 18 O \Q I LOAD ABOVE �a0 X - \ 1 1 - x °vars� \ ro f t[1 I I 18 r/ / \ I cva-3' O 18 i n I 2 X 10 A.C.Q LEDGER FL_ \ _I— PIPE COL_, a F' W W S x 24 ,/ i 3�i'ID.Sri — W 8 x 24 BEAM ° I DROP T.W.FOR D AS REQ. I L I,// "COL I I 1`p./, I o I 1 _i 1�..� 4"CONC.SLAB WITH bb 1010 WAJM. I I ELEV. 11'-0" II a'° I 14'-0° L/// J 14'-3" — — —— — — — — —— —— — —— , I dl m ^' 5" ID.STEEL PIPE OVER COMPACT FILL "CfN \' " I I }( '_9") _ COLUMN ON I 1 �x I I ' \ � U FOOTING.ALIGN W aL NO 'FLOOR LIP At 6'-b x 3 6 I— CRAWLSPACE ACCESS PANEL. I I �1 LU _ —— A�IRPOINT LOAD 1 1(2)2 x 0 A.ca ( O COORDINATE WITH OWNER I _ _ - 3�^ ID.STEEL PIPE COLUMN 8 I L — I� FLOOD VENT TO BE SET I — I ' " I L MAX ABOVE SHED — 1 -, � ON 4'-0"x 4-0 x 1'.611D 18 ® L. _ _ � II I II w SLAB AND GRADE \ I I ^- 3'-�'I 4�-�" I / / FOOTINOTED.TYPICAL EXCEPT AS I -o \ II FST " �E' " r 1 = %/ �1 IL Vp1 3 'ID.Sri/ //' ,' CO m 18 I W s x is I '"PIPE COL /IW e x is I /'' /il .� CRAWLSPACE � SHED FOUNDATION - - - -_e / 5" I.D.STEEL PIPE x = ELEV. }(+3-3 ) I 1 cv a" POURED CONC.WALL ' I 'I- 1' 1 " �, ,/ COLUMN ON `" / 24"x 12"KEYED/CONC.FTG I = /, I / n FOOTING.ALIGN 4 CONC.SLAB W/bb x (U 5 BAR CONT.a T.W. i -J I / r- UNDER POINT LOAD 1010 WWM.OVER VAPOR (3)15 BAR CONT.a FTG. 1 / /'" ABOVE B>CWER 1 \ I I / /, I I 1 = 31/2 11 ID.StL.PIE COL.ON I � ,� / / M--i n n i n — 1/ 3 'ID.Si4/ I I " u 31-011 x 3-0 X I-b D FTG. I (2)iia" x I1>�" I / COL I l2)13�a x il�e o ',_j MICROL.FL. =, L�/ - r ICROL_F;' I� 1 1 WALLS ENCLOSING STAIR AND CLOSET SHALL BE \ -73711 �, -—� O 3�/�"METAL STUD WITH �i"WONDERBOARD FINISH 1 (2) isx I MICROL.FL. u i I --}�— I3/a x 91iz MICROLAM FLOOR i " EXPAND WALL/ JOISTS IN RECESSED FOUNDATION T.W.TO BE 11/21 BELOW BS. SKIM COAT FINISH,PAINTED ST• / FTG.TO SUPPORT I I SHOWER FLOOR ABOVE / I I UNDERSIDE OF 5UBFLOOR,PROVIDE ALV. OaPOST FROM I I SINGLE 2 X b A-a SILL PLATE OVERAnz��'- O I I ICC - FEMA Aceeptecl. A5 VE _—'I I t J I TERMITE SHIELD AND SILL SEAL SMART VENT Q X —— — — — — — — — —r —— — —— — — — — — — — — — — I Foundation Flood Vents !MES Certified.ESR-2074 �a I N I A. ': .P. ! " °: ;. • : '• - I_ www.smartvent.com • info@smartvent.com TEL:(877)441-8368 • FAX:(856)269-4465 \ a \ ( // - - -1- - - - - - - - - - -- - - - - - - -- - - - - - - - -�- HD 77 7-77 ~ O �:m•.� ;p �'A b fiH % 00 PRIOR TO EXCAVATION, GENERAL CONTRACTOR \ \ // \\ ::': `p° TYPICAL FOUNDATION �' �� �� / \ EXISTING FOUNDATION ,.....: :e .......m: �v 3NALL HAVE LICENSEDSURVEYOR FIELD LOCATE s"POUND CONC.WALL — �' o ti� AND VERIFY REQUIRED ZONING BOUNDARY AND \\ 9�' // s= // 32��x 12"KEYED /CONIC.FTG WALLS I:: �,. ' > .,., ,'°; ` M t ww..................:.. ......eye \ / (U 5 BAR CONT®T.W. - - - - - - `s« Tae::ies:s:aa:s:ees¢e:sz::xeeea:= ¢..L.¢5ID9¢¢¢¢.¢.:¢�.t¢¢:¢¢:¢¢CtS:¢:II� t ' x ' \ l4)5 BAR CONI. ...R.. ...,.g�....,...... ...... . ZONING BOARD GRANTED VARIANCES FOR SETBACKS \ "�• / � � ®FTG � ° ..... w WITH RESPECT TO PROPOSED WORK NOTIFY � •.° / :• "- ye - �' o ARCHITECT OF ANY DISCREPANCIES NEW FOUNDATION WALL F N 0 NFA wCO �Ny0 NEW FOUND.WALL \ FROST WALL.DROPPED EDPM MEMBRANE ON WALL BEHINDcc PLATFORI t0 PROTECT WOOD FRAMING \ ` \ 5 TW s' '��-• - .rUj 18 OUTLINE OF REQUIRED ZONING ENVELOPE \ A MODEL# 1540-510 O R 1X40 - S11 (si-AC.KSO) v ��� 9 INSTALLATION TYPE Masonry Wall ENTRY PORTICO FOUNDATION \ 3-� \(p STYLE Louvered 8 POURED LONG.WALL , / 1 NEW CONCRETE PAD 24"x 12"KEYED/CONIC.FTG `� �/ /I FTG, CERTIFIED FOR 200 Sq.ft. FLOOD COVERAGE, 51 sq. In.AIRVEN11LA11ON (3)15 BAR CONI.a FTG. � ti�\� � /// \ 26'-1" r!/! /I DIMENSIONS 16"w x 8"H x 3"D SCALE: 1/4"=1'-0" REV. 121 MAY 19 \ R.O. 16'A" x 8'A" HOLDDOWN DEVICE DRAWN BY: J.E.T. REV. O �� INFORMATION TAKEN DIRECTLY HD SEE DETAILS ANCHOR 5 � FROM 2015 IRC SECTION R 403. 1. 6 B DATE: 22 FEB 19 REV. Ci O FLOOD VENTS ALL ANCHOR BOLTS SHALL BE 5�a"� SPACED 6'-0" O.C.MAXIMUM AND AS FOLLOWS: NOTES; 1. BOLTS SHALL EXTEND MINIMUM OF 7 INTO CONCRETE OR GROUTED CELLS OF CONCRETE I. GROSS FLOOR AREA OF ENCLOSED CRAWLSPACE BELOW DESIGN FLOOD ELEVATION PROJECT NO. MASONRY UNITS. 1s` t,4ea sF 2. PROVIDE'SMART VENTS'MODEL 0 540-510 AS LOCATED ON PLAN.TOTAL OF(a)IN[ 2. E30LTS SHALL BE LOCATED IN MIDDLE THIRD OF THE WIDTH OF PLATE 0 DESIGN OF FOUNDATION WALLS AND FOOTINGS 15 BASED UPON SOIL CRAWLSPACE AREA BORING PROVIDE BY OWNER AND SHOWN ON 'APPENDIX - B' 3. EACH VENT IS CERTFIED FOR 200 OF FLOOD COVERAGE:TOTAL I,bw w DRAWING 6 3. �a NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. WASHER BY "SIMPSON ATTACHED. OWNER HAS NOT PROVIDED ANTICIPATED SOIL BEARING 4. ALL FLOOD VENTS SHALL EiE METALLED ACSH OF VE TS 20B IRC CHAPTER R 322, < 0 F j 64t p STRONG-TIE" LP85 Na" 30x3"x CAPACITY. DESIGN OF FOUNDATION AND FOOTINGS MEETS THE MINIMUM FErva aND ����sPECFcaTIONa.FM1sH of VENTS To BE GRAY. 4• THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT PRESCRIPTIVE REQUIREMENTS OF THE 2015 IRC, SECTION R 403, R 404 - LOCATED NOT MORE THAN 12" OR LESS THAN l BOLT DIAMETERS FROM EACH END OF AND TABLES R 401. 4. 1 AND R 403. 1 (1). GRAVELLY COARSE SAND THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PLATE SECTION WITH A 2 - STORY LIGHT FRAME CONSTRUCTION NOME WITH BASEMENT. THE PROPERTY OF THE ARCHITECT. iHFRIHGEMEHTS WILL BE PROSECUTED. 5. ;TILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR <�S REQUIRED BY SECTIONS R 3 D R 3 8 FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture 451-411 T THALHEIMER PATIO PATIO A R C H I T E C T U R E TWENTY ONE CENTER STREET NORTHPORT NEW YORK B --- 11768 9 � 631 754 8621 p TURFSTONE PAVERS SET IN GRAVEL AT PATIO. PATI COORDINATE IN FIELD WITH OWNER REGARDING ELEV, tL PORTION OF EXISTING FOUNDATION TO REMAIN A - 9 p cr � DI-oll 1. 3'-211 31-111 pit 6X6 Oi � i'�� 6X6 /rte\ 1X6 Phi ,'3-AC428wTEMP.`t1 1,ED 3-BCW 2A80 TEMP.MULLED `� PST (3)13/4" x 91i2" MICROLAMS I I (3)13/4" x 91i2"MICROLAMS (P - i BUILT-IN BY OIIFIER / -' COMPOSITE DECKNG STEPS TO PATIO d- U ' I ® - OPEN DECK APRON BELOW. `;,6� COORDINATE SWALE OF r--� NONCOMBUSTABLE HEARTH AND X I I I J'd,-: GRADE TO FOUNDATION WALL r"'1 SURROUND t0 BE SUPPLIED BY � - WITH OWNER 0P OWNER AND INSATALLED BY G.C. CABLE RAILING WITH COMPOSITE sE aBove——— POSTS ON DECK TYPICAL ——————————u——— PREFABRICATED WOOD MANTEL TO M BE SUPPLIED BYOWNER AND I —————————— ---------- 19; O INSTALLED BY G.C. (0'-9 i CABLE RAILING WITH COMPOSITE PREFABRICATED DIRECT VENT SHED I �'' POSTS ON WHERE D WALL.+ PROPANE GAS FIREPLACE BY G A IROOM I PECK REQUIRED WHERE DROP IS s0" 'SUPERIOR'MODEL 6LDVT-40 u I 3:C4o ELEV. 1(+10'41) 900 TURFSTONE PAVER FINISH AT •CLEAN FACE IN BLACKt NOSE BIB COMPOSITE DECKMs FN15H �, PLLAM ATF AND RAMP SET IN •TRADITIONAL BUFF INT. _ _ ———————— —— ——— d ------- --- BEAM ABOVE-------I \ i� WALL MOUNTED BOILER AND HOT E:a3 I% 1 11 WATER HTR ABOVE ELEV.8.0'. I I -� I \ 13 -m VERIFY IN FIELD WALLS AND CEILING OF SHED t0 BE I I I II rP-I INSULATED AND FNISI IED WITH�a"TYPE ———————LL—————— — Gtifil'55 p FWCs 6080 �( ClC \ 4 'X'GYP.BD. — BEAM ABOVE p � � (2) �/4°X 911"MICR . = IcuSHED D 131I AC:Q FAME BENCCL AD ELEV. fi1- WITH COMPOSITE DECK u 2 4 14 61-011 MATERIAL i F-+ 2 x 8 R.R.*16 O.C. — � ct�. / - m I I � -' COMPOSITE DECK FINISH At .� ————————-- ——————— �— I CLOSET SHELVES AND SHOWER ----------TT--- BEAMABovE----� Q'�yo/� ° I' LL Lid CABNEtSNOTINCON T \\✓ e I � �I `� I SHOWER FENCE W M'�'S�R �� 19 OOM � INSTALL OWNER SUPPLIED OUTDOOR SHOWER VALVE/ (2)Z X b I I =I =I a� HEAD WALL FROM FLOOR TO 8 UNDERSIDE OF STAIR PLATFORM ��'� e "' 18 I I (2)P/4" x Ilya" RAILMG AT ooR — MIC_ROL.FL.— ` FIRST FL ��. I J 10 I STAIR'UP' - - 1 OPEN RISER OPEN STRINGER STAIR 11/2" '_3" Dj' °,7 -811 611 PIP `" I h—I r I'll,SQUARE EDGE OAK TREADS.OAK STRINGER � aX I 1LL it STAIR'DN -1 OAK TREADS,POPLAR RISERS,POPLAR _ _ �` I 9 Cq I--I 6' CLOSED STRINGER ENCLOSED IN WALLS G M ' (2)13/4" X 11y° Coo I �p - it _ NosE BIB BUILD OUT FLOOR FRAMING TO "" MICROL.FL REFLECT OUTLINE OF STAIR - BELOW AS REQ. v 0 COYER 01 WARNER <t � l cx 2 ELEV. t(+10'- S C I O I--I WALL FROM FIRST FLOOR TO F UNDERSIDE OF STAIR ABOVE. �/0 =,� 8 I F� _ �� ,� I,* O211g (s 2Xb OPEN STRINGER " \\10 I X I 2'-o u :F4" 1- n DRYER "'. 6 1 '0'cv DN 181-111166TERATH 1 D Afj' SOFFIT ABOYE _ - 1 a rn 00 BUILT -IN CABINET BY OWNER S 4 2 '` ;' (2)P�' I MI 2 -� �v w0 7 MI R0. 4 x 9 2 MICRO. tC {�d `� CW551 Xj CW,I �Q j C .I „ ,1 e 7E1'IF? r L-TEMP. L 11 TMP. 4 OF 0 OF N E W YO HOSE BIB O J� Y Co Cr w ,91 19 L. \J Al yy o �9 LEGEND Ro NEW WALL CONSTRUCTION 411 : 2 x 4 STUDS 0 16" O.C. SCALE: 1/4"=1'-0" REV. 21 MAY 19 � OUTLINE OF ROOF OVERHANG 6" : 2 x 6 STUDS a ib" O.C. DRAWN BY: J.E.T. REV_ I"BLUESTONE FINISH At PLA1F01R1'1,RANDOM ', INTERIOR BEARINCs WALL PAT1ERd,MORTAR SET TO 4"CONC.SLAB W„ \\ DATE: 22 FEB 19 REV, 66x 1010 W.W.M.OVER COMPACT FILL.2 x 14 BLUESTONE AT PERIMETER 3 �� 8� SOUND MITIGATION WALL 12 THIN STONE VENEER AT PLATFOF41 APRON 6 X 6 A.CA.POST CLAD WITH VERSTASEX 26 "'-1 — — — — — SECOND FLOOR LINE OR ROOF PROJECT N0. TRIM. 10"SQFMISHED � OVERHANG ABOVE TYPICAL At(4)LOCATIONS PLANTER BY OWNER B CARBON MONOXIDE ALARMS SHALL BE DRAWING 2"BLUESTONE TREADS WITH THIN STONE 9 VENEER RISERS PROVIDED IN ACCORDANCE WITH SECTION L� OF ED 915 OF THE 2015 INTERNATIONAL FIRE TURSTONE PAVER WALKWAY SET IN GRAVEL CODE AS AMMENDED BY 2016 N.Y.S. SUPPLEMENT C� I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE v i� OO THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS O SMOKE ALARMS SHALL BE PROVIDED IN WILL BE PROSECUTED. ACCORDANCE WITH SECTION R 314. 2. 2 AS AMENDED BY THE 2016 N.Y.S. SUPPLEMENT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture 45'-4° e i THALHEIMER A R C H I T E C T U R E TWENTY ONE CENTER STREET NORTHPORT NEW YORK 11768 B TURFSTONE PATIO BELOW 9 631 754 8621 i A i 9 � O Ab x b 3-FIXED TRANSOMS MULLED � �3-FIXED TRANSOMS MULLED b x b Ra1A1 3-ACW 2854 S. MULLED �sTDK 3-ACW 2854 S. MULLED P4 M' / -- - — DOUE.LE RAFTER 6" (3) 13/4" x gl/z�� MICROLAMS"1713" (3)13/4° x gl/z�� MD ROR RAFTER 611LU 0? �_ cv C) bxb r--� lO I 2 x 10 RROIVO.C. III 2 x IO RR616"O.C. PAS( -r a III I /9, DECK BELOW n __(2)P/4" x IIV,III MICROLAM 0 PLATE OUTLINE OF R.O.N. I — ------ bX b ----- DOABLE RAFTER pOUBLE R•4F7ER i ' �� \\' P' "" a ♦;ti OUTLINE OF R.O.N. CONTINUOUS BEAM IN WALL BELOW Posr DN PLATE TO OUTSIDE COINER I11 x I I I I d 6' •, ALUM.STANDING SEAM ROOF BELOW — — — — — — —— Ig—— II X%- ;zi VERIFY HEIGHT IN FIELD (2)Pia" x IleMICROLAM B PLATE0W(NDOWS IN WALL ALCOVE N ` \\ 131-011 DOUBLE I P6 DOtLE RAPIER STORAGE SHED ROOF BELOW ( I "T D" `—� �? I X O\'A \ `\ / \ III I +� �� � 90 X O c`�,w (2)13/4" x Ill/6" MICROLAM PLATE I I ` eb - 'r`— -TgMP. �.{ 1+� AY OVERv Y —SGF#IT I C 14 I \C�11�� "w '4`� � > \ fin; -- -- -- -- -- -- — LL 11-0'AFf. % T DOIELE RAFTER—————— I Pbb x b—.WI ———— DOUBLE R 7�p"I"II(.RO DROPPED CONT. (3)2 x 8 --c-- \ W OUTLINE_0 ROOF OVERHANG =, Cq �- - \s'. (2)Pia" x 11*Y'I I MICROLAM PLA DOI�LE RAFTER i Pb�X 6 { DOUBLE RAFTER I I BEDROOM ' 1 CLOSET SHELVES CAB.N.I.G. x p R41LMrs At BALCONY AND STAIR a \ III / b X b x ' 19 — — — — — — I ( OPEN TO BELOW PARALAN 11 r Ln 1 - -- - �� ±3'-2" 18 ±21'-VI o n ---::-4112 i_ n 6n ^ (2)Pia" x Ills" I INTERIOR BEARING WALL FOR I MICROLAM " " PMT CEILING ONLY _ P P/4"x IIS"MICRO RIDGE _ I 1 FLUSH _ _ Parr 15 - - P/ - - -i - - - - Q �p a x IIS MICRO RIDGE wor�E a FoTp bxb (3)2x10 �' N (BEAM'UPSET IN?o ATiICx IN'MICRO. USN. P PA 18 x STAIR PULL DK facv_ DN DOUBLE GLG.— cel hUAT 0 STAIR OPENJOIST FRAMIING �NG BEDROOM � 2 I I _ z CONTINUOUS RAILING A INSIDE OF (3)2 x 10 FL. _ STAIR ,, _ _ � l F--1 x II 10'-8' .gar 4" :` S'-10°� ...... - N —————— 18'-4" 0 6" I OFT LU \�z ELEV. t1+2 ,QB TN 1010 aA� FC6-7yq ij� 000 _)P4"x 11/2,MICRO.W13i4"STL.PL FL�°� (3)2 x 8 I (3)2 x 8 - (3)2 x 8 w m �lU 14 �X� C .1W 4 CW-14 N>. ®��e0 ♦Off• ���'� — CW 135 y Lely 12 s 1f�REss 'qj�� 02000 OUtLME OF ROOF OVERHANG OF NEW), OUTLINE OF RAISED CEILING At ,�Q� �N7 BAyO,p SHED DORMER �- s 90 CLOSET SHELVES/CAB.N.I.G. w r- \ wi ENTRY PORTICO ROOF BELOWLEGEND ♦ \ s NEW WALL CONSTRUCTION Op } vJ 4" . 2 x4STUDS 16" O.C. 6" : 2 x 6 STUDS 16" O.G. SCALE: 1/4"=1'-0" REV. 21 MAY 19 INTERIOR BEARING WALL DRAWN BY: J.E.T. REV. DATE: 22 FEB 19 REV. SOUND MITIGATION WALL 12 g 18 — — — — — SECOND FLOOR LINE OR ROOF OVERHANG ABOVE PROJECT N 0. 20 Q16 1 © CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 915 OF THE 2015 INTERNATIONAL FIRE DRAWING 9 CODE AS AMMENDED BY 2016 N.Y.S. @v 0f SUPPLEMENT OSMOKE ALARMS SHALL BE PROVIDED IN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE ACCORDANCE WITH SECTION R 314. 2. 2 AS THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS AMENDED BY THE 2016 N.Y.S. SUPPLEMENT WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY Of WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture e � THALHEIMER A R C H I T E C T U R E TWENTY ONE ' B ' ', 9 ', CENTER STREET NORTHPORT NEW YORK 1176B 2 ROH 631 754 8521 19 A GUTTER AND LEADER LEADER . - ........ ------ LEADER PROVIDE CONT.VENT AT SOFFIT OUTLINE OF WALL BELOW SINGLE PLY MEMBRANE ROOFING PITCHED TO 10 I �0 - ---. GUTTER \ - f_ _ r ALUMINUM STANDNG SEAM ROOF IN WINDOW EAVE PROVIDE ANDICE RAKE LINES AS PER CODE INSTALLED AT 12 I 1 I I2 i I ALCOVE BELOW.ROOF PITCH OF 1/12. SEE -P 17 C H P I X C H BUILDING ELEVATIONS FIBERGLASS ROOF SHINGLES RLN ROOFING MEMBRANE MN.T-0"UP AND I PROVIDE CONT.VENT At RIDGE ALLEYS -- I ATV LASS ROOF SHINGLES - . . R FIBERGLASS 19 OUTLINE OF WALL BELOW 19 �O°ROW i1 GUTTER AND LEADER • PROVIDE COr. VENT AT SOFFIT E DER 4 OUTLINE OF WALL BELOW \ . 6�4� LLI R �_ ....t 19 C p GUTTER AND LEADER PROVIDE CONT.VENT AT SOFFIT L.. OUTLINE OF WALL BELOWPRO-� I - I EAVE AND RAKE LINES AS PER CODE ALLED At ALUMINUM STANDING SEAM ROOF. P I T C H SEAMS TO BE EQUALLY SPACED - ---- FIBEA'sLA$$ROOF SHINGLES f i _l PROVIDE MEMBRANE FLASHING/APRON At I _ ^ 00 WALL/ROOF INTERSECTION. CLOSED/WOVEN VALLEYS ON BACK SIDE OF ROOFI - - I a� 1 I .........:i 2 : LEADER -- - - - - .�.,i L - - - - - - ATTIC FAN SEE SPECS. ATTIC FAN SEE SPEC. _ PROVIDE CONT.VENT ATIDGE R PROVIDE CONT.VENT AT RIDGE _ r I r � , - _ OPEN FLASHED VALLEYS ON FRONT SIDE IT FIBERGLASS ROOF SHINGLES OF ROOF - i I l I 19 ,I 2 --1 1, I _ _-i �. j RLN FLASHING MEMBRANE UP AND UNDER 1 I I 1 I i SHINGLES AT TOP AND SIDE WALLS OF T I I I � Z I l SHED DOf�"IER I, I I u� f \ __. Iw-I I FIBERGLASS ROOF SHINGLES .._ , .. :�,. r; - _... L. _ .._ .. _._ -I__ _. L _ p -. s`.1.- - I i 1 < I I PROVIDE CONT.VENT AT RIDGE - \ I =z -i 11-21110 +' ALUMINUM STANDING SEAM ROOF AT SHED ROH 'a :, \ DORMER.SEAMS TO BE EQUALLY SPACED < _ m I Ji -� ,- •;, ,.- �/� � - • \ �w� -- - ; '-- � a i,..�.. OUTLINE OF WALL BELOW toy \ ti I--a ;. PROVIDE CONI.VENC AT SOFFIT , e� < - p GUTTER AND LEADER Ji LU Lu GUTTER AND LEADER �� OO PROVIDE CONT.VENT AT SOFFIT l� r1 PROVIDE CONT.VENT AT SOFFIT ' Y GUTTER AND LEADER W n m t OUTLINE OF WALL BELOW 'z-�: . -` �,.-\`f \��-- �'`:, ` ,�/ ' 4. Y\:.Y PROVIDE ICE AND WATER SHIELD 9 r!6 O INSTALLED AT EAVE AND RAKE LINES AS PROVIDE ICE AND WATER SHIELD INSTALLED At PER LADE F NE`s EAVE AND RAKE LINES AS PER CODE 0 C% FIBERGLASS ROOF SHINGLES � �✓'/ �yy o�� �0F NEVV �i A C-9 PROVIDE MEMBRANE FLASHING/APRON AT .p '��: < - 9 �.,,, _ LU WALL/ROOF INTERSECTION. 1 6 ? w ALUMINUM STANDING SEAM ROOF, r 19 cry e-a �y� SEAMS TO BE EQUALLY SPACED OUTLINE OF COLUMN BELOW `�P �0 PROVIDE CONT.VENTING AT SOFFIT GUTTER AND LEADER OO � " '� SCALE: 1/4"=F-0" REV. @21 MAY 19 NOTES I. NEW ROOF SHINGLES SHALL BE GAF 'TIMBERLINE HD'WITH LIFETIME WARRANTY.SAMPLES SHALL BE PROVIDED TO OWNER FOR COLOR DRAWN BY: J.E.T. REV. SELECTION DATE: 22 FEB 19 REV. 2. INSTALLATION OF ICE AND WATER SHIELD,AND ROOF DRIP EDGE SHALL BE IN ACCORDANCE WITH SECTION R 905 OF 2015 IRC. ' B 3. ALL FLASHING AND OPEN VALLEYS SHALL BE ZINC. 9 4. ALL IV HALF ROTUND GUTTERS AND 4"DIA LEADERS SHALL BE ZINC. VERIFY SIZE OF GUTTERS AND LEADERS WITH ROOFING �� CONTRACTOR FOR ADEQUACY PRIOR TO INPROJECT NO.INSTALLATION.COORDINATE WITH OWNER EP 9 b" 2& IQ61 5. AT ROOF AREAS INDICATED, ALUMINUM STANDING SEAM ROOF BY 'ATLAS ALUMINUM DUTCH SEAM',SAMPLES SHALL BE PROVIDED t0 OWNER FOR COLOR(SELECTION. ROOFING TO BE INSTALLED As PER MANUFACTURERS SPECIFICATIONS. b. ROOF PITCH OF ALL STANDING SEAM ROOFS AND SINGLE PLY MEMBRANE ROOF SHALL BE VERIFIED IN FIELD PRIOR TO DRAWINGAb CONSTRUCTION. � OF 1. ALL MECHANICAL:VENTS THRU ROOF$HALL BE ON 'BACK'SIDE OF ROOF AND PAINTED FLAT BLACK THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY Of WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART, . C 2019 Thalheimer Architecture I 19 PROVIDE CONI.VENT At RIDGE ELEVATION NOTES : PROVIDE CONI.VENT At RIDGE 'i � I _ 1) DIMENSIONS SNOUN FOR HEAD HEIGHTS ARE FROM FINISHED FLOOR AT EACH LEVEL FIBERGLASS ROOF SHINGLES 2) GENERAL CONTRACTOR SHALL VERIFY WITH OWNER ALL OF THE FOLLOWING EXTERIOR ...� YERSATEX BARGE BOARD FINISHES PRIOR TO ORDERING/INSTALLATION. TH-���TIF1i1�IER 2 � - CEMENT CLAPBOARD SIDING 1 • ROOF SHINGLES: 'GAF TIMBERLINE HD'SEAM By ATLAs,/DUTCH SEAM A R C H I T E C T U R E 'I r DING: 'JAMES HAAL ROOF: NE'CEMENSTANDING CLAPBOARD LAP SIDING/SMOOTH 625 FIBERGLASS ROOF SHINGLES RUN FLASHING UP WALL UNDER SIDING i- SIDING: 'JAMES HARDIE'b"VERTICAL CEMENT BOARD SIDING DORMER • SIDING: 'ALLURA'CEMENT BOARD t BATTEN SIDING,10"SMOOTH TWENTY ONE • OPEN/FLASHED VALLEY I - ALUMINUM STANDING SEAM ROOF AT . THIN SCONE VENEER: 'DELGATO SCONE' YERSATEX RAKE BOARD AND TRIM GUTTER AND LEADER COMPOSITE DECKING: 'TIMBERTECH' CENTER STREET VERSATEX FASCIA,SOFFIT AND'TRIM - _ 3) ALL EXTERIOR TRIM SHALL BE 'VERSATEX'OR APPROVED EQUAL.ALL SIXES INDICATED GUTTER AND LEADER ;-i VERSATEX FASCIA,SOFFIT AND TRIM SHALL BE VERIFIED IN FIELD DURING COURSE OF WORK NORTHPORT SECOND FLOOR PLATE _—_—_—_—_—_—_—_—_—_—_------ _ - 7-T El --------------------------_— • FASCIA: 1 x 10 NEW YORK EL. 1 (+28'-7) ' RAKE BOARD : I X 2 TRIM ON 1 X 10 PROVIDE CONT.VENT AT SOFFIT • BARGE BOARD : 5/4 x 4 11768 SOFFIT: 1 x PROVIDE CONt.VENT At SOFFIT VERSATEX PANELS WITH I x 2 TRIM At JOINTS • FRIEZE BOARD : 5/4 x 4 VERSATEX TRIM OPERABLE WINDOW ' CORNER BOARDS:5/4 X 6 631 754 8621 8 • WINDOW+DOOR CASING: 5/4 X 4 PICTURE FRAME/ALUMINUM DRIP CAP OPERABLE WINDOW UNIT VERSATEX TRIM APRON WALL FLASHING/VENT AT ROOF ALUMINUM STANDING SEAM ROOF U Ll VERSATEX RAKE BOARD AND TRIM BOARD ANp BATTEN SIDING SECOND FLOOR SUBFLOOR L_ EL. 1 (+gra'-�'�) ------------------------ � - - - - - - - i - � GUTTER AND LEADER - PROVIDE CONT.VENT At SOFFIT i VERSATEX PANEL AND TRIM AT RAKE WALLi =� VERTICAL CEMENT BOARD SIDING WITH 'Y' GROOVE 111 01 CEMENT CLAPBOARD SIDING ILI r--� VERSATT=X TRIM At COLUMN I j III BLUESTONE FINISH AT PLATFORM. I SMOOTH CEMENT PARSE FINISH AT FIRST FLOOR SUBFLOOR_—_—_—_—_—_—_—_—_-- EXPOSED FOUNDATION O EL. 1 1+10+10-6 U.S�x.YDJ - ------- ---_ ( - - i'- - - - - - - - - --- ----------------------------- BLUESTONE TREADS WITH THIN STONE VENEER _�� RISERS AND APRON I -�! �'� 4 ti,_ - hyo-il 777 � FINISH GRADE SMOOTH CEMENT PARSE FINISH AT EXPOSED I I I I I I I r cn FOUND. I I I I I I I W + FINISHED GRADE CONCRETE FOUNDATION FLOOD VENT SET 1'-0"MAX ABOVE SHED I i i i i i i i SLAB AND FIN.GRADE I I I I I I I I I I I I I I I I I I I I I I I j CRAWLSPACE SLAB I I I I I I I I O ---------------------------- -------------L-------- ---J--------1------L----=—_ --- -------------------------------------------- ------------------------------ EL. 1 (+3'-3" US�xYDJ I --- ---------- L---- ---------- I L --- -------------------------------------L-- I I I I I I I I I L-----------------L-------------1-------L-----------1--------L----------L------J------------------------------------------------------------------j 7 W N0FZZT�4 EHL E x A I I oN 7W VERSATEX RAKE BOARD AND TRIM 1 PROVIDE CONI.PENT At RIDGE Ig 2 VERSATEX BARSE BOARD 19 BOARD AND BATTEN SIDING rT1 W FIBERGLASS ROOF SHINGLES PROVIDE CONT.VENT AT RIDGE ~ -r' FI5ER3LA5S ROOF SHINGLES FIREPLACE DIRECT VENT PROVIDE CONT.VENT At SOFFIT VERSATEX FASCIA,SOFFIT AND TRIM GUTTER AND LEADER GUTTER AND LEADER� ! 1 j VEI;I FASCIA,SOFFIT AND TRIM ICONSFl�OOR PLATE----------------- --�- - - — — — - - -�- - - - - - ---------------------------------- 0 00 FIXED WINDOW WITH VERSATEXPROVIDE CONT.VENT AT SOFFIT TRIM APRON FLASHING/VENT AT71 FI $ O OPERABLE WINDOW WITH VERSATEX -- TRIM .E : 61 ROOF I19 N d - ( CEMENT CLAPBOARD SIDING CEMENT CLAPBOARD SIDING +, _•I '9j, 290 y0 VERSATEX TRIM VERSATEX PANEL AND TRIM AT OF N1 RAKE WALL OF PORTICO � F NEVV ALUMINUM STANDING SEAM ROOFT BA� YO ECOND�F�OOR SUBELOOR----------------- - — - - - - - — — - - - - — - - - - - - - — --------------------------------- co � %ve A9�9 GUTTER AND LEADER r- a (' ' •fir �,` -'.si ,� cc VERSATEX FASCIA,SOFFIT AND 2 TRIM - - - -- VERSATEX TRIM AT COLUMN PROVIDE CONI.VENT At SOFFIT = ! OPERABLE WINDOW WITH VERSATEX OPERABLE WINDOW TRIM VERTICALLUESTONE FINISH At NT +' CEMENT BOARD BERY SCALE: 1/4"=1'-0" �()21 MAY 19 SIDING WITH 'Y'GROOVE i A ATWITH THIN STONE VENEER PRON DRAWN BY: J.E.T. REV. DOORS t0 SHED DATE: 22 FEB 19 REV. ER tTl 10' 6'' IUSFLOOR YD.�R ----------------- --------- ----------- - --- --- - - - -- - - - - - - ! - - _------------ - -------------------------------- ! iWs SMOOTH CEMENT PARSE FINISH AT i(�� �M1=-'L miniPROJECT NO. EXPOSED FOUNDATION I FINISH GRADE cr I I ti— SMART VENTS +� CONCRETE FOUNDATION ; DRAWING 1� of CRAWLSPACE SLAB _—_ I I I I I I EL. 1 (+3'-3" U.S.G.VD) 1--J--------------------------------I-----------------------------------J--T---------------------------------1--I-------------------J--T----------L--� I I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AHD ARE J THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. STEP FOOTING DOWN AT FLOOD VENT TO PROVIDE Y-0" DEEP FROST PROTECTION CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR E /� C� r FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL T E=- L E VAT 1 ON BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART- . C 2019 Thalheimer Architecture 1 PROVIDE CONT.VENT At RIDGE Ig L ELEVATION NOTES 1 U DIMENSIONS SHOWN FOR NEAP HEIGHTS ARE FROM FINISHED FLOOR AT EACH LEVEL FIBERGLASS ROOF SHINGLES PROVIDE CONT.VENT AT RIDGE 2) GENERAL CONTRACTOR SHALL VERIFY WITH OWNER ALL OF THE FOLLOWING:EXTERIOR j� n /�� SINGLE PLY MEMBRANE ROOFING SYSTEM � � I �- r^� � � FIBERGLASS ROOF SHINGLES FINISHES PRIOR TO ORDERING/INSTALLATION. THALITEIMER • ROOF SHINGLES: 'GAF TIMBERLINE Hp' A R C HI T E C T U R E VERSATEX RAKE BOARD AND TRIM • METAL ROOF: ALUMINUM STANDING SEAM BY 'ATLAS'/DUTCH SEAM • SIDING: 'JAMES HARDIE'CEMENT CLAPBOARD LAP SIDINGS/SMOOTH 625 VERSATEX BARGE BOARD • SIDING: 'JAMES HARDIE'6'VERTICAL CEMENT BOARD SIDINGS TWENTY ONE PROVIDE CONT.PENT AT SOFFIT SIDING: 'ALLURA'CEMENT BOARD 4 BATTEN SIDING,10"SMOOTH FIXED TRANSOM GLASS WITH VERSATEX TRIM • THIN STONE VENEER: VELGATO STONE' VERSATEX FASCIA,SOFFIT AND TRIM • COMPOSITE DECKING: 'TIMBERTECH' CENTER STREET GUTTER AND LEADER VERSATEX FASCIA,SOFFIT AND TRIM 3) ALL EXTERIOR TRIM SHALL BE 'VERSATEX'OR APPROVED EQUAL.ALL SIXES INDICATED NORTHPORT �lg ''` GUTTER AND LEADER SHALL BE VERIFIED N FIELD DURING COURSE OF WORK NEW YORK SECOND FLOOR PLATE g �' —_ —_ FASCIA: 1 x 10 — — — ------------------- - - •= = =V - - - -- -- - - ------------------------------------ t + - -- — a 128-'I ) 1x2 RAKE BO RD IM EL TR ONIX10 • BAWGE BOARD . 5/4 x 4 11768 @ • SOFFIT: I x VERSATEX PANELS WITH I x 2 TRIM AT JOINTS WINDOW WITH VERSATEX TRIM PROVIDE CONT.PENT AT SOFFIT • FRIEZE BOARD : 5/4 x 4 631 754 6621 BOARD AND BATTEN SIDING - - VERSATEX TRIM • COINER BOARDS, 5/4 X 6 - - • WINDOW+DOOR CASING: 5/4 X 4 PICTURE FRAME/ALUMINUM DRIP CAP c4 WINDOWS IN ALCOVE WITH ^V FIXED WINDOW UNIT +� VERSATEX TRIM _ APRON WALL FLASHING/VENT AT ROOF ALUMNUM STANDING SEAM ROOF ALUMINUM STANDING SEAM ROOF AT ALCOVE. NO GUTTER ...._......... SECOND_ FLOOR SUBFLOOR—_—_—_—_—_—_—_--- -� _ _ _ _ ------------- VE--- RAKE BOARD AND TRIM GUTTER AND LEADER ~ PROVIDE CONI.VENT AT SOFFIT WINDOW UNITS FLANKING FRENCH fl IMF- d. DOOR OPERABLE WINDOWS DOORS TO STORAGE CLOSET � HI II IIHH -- tL VERTICAL CEMENT BOARD SIDING WITH'Y' W CEMENT CLAPBOARD SIDING , GROOVE CABLE RAILING AT DECK A.Ca FRAME DECK WITH - COMPOSITE FINISH O FIRST I1LOORU.5FYD ------- --- - --- ----------------------- ------- - - ---------------------------- EL. f 04" NO DECK APRON.COORDINATE SWALE OF GRADE TO FOPUNDAtION I OMIT SMOOTH CEMENT STUCCO FINISH AT O WALL WITH OWNER EXPOSED FOUNDATION FINISH GRADE I I I I I I I I FINISHED GRADE I (`-+ 4.1i i i i i i i i i i i L=_ O SMART VENT ON WALL BEYOND CONCRETE FOUNDATION W I i I i I i i i i i i i i AT SWALE N GRADE CONC.PIERS FOR DECK I I 1 I I I I I I I I I I 0 I I II I I I I I I I I I I II I I I I I I I I CRAWLSPACE SLAB I I II I I I I I I I CONCRETE FOUNDATION ^ EL. t (+3'-3" UAG.VD.) 1--L 1L -------- L--LI--------------- J------ 1--L --------------------- L------------------------------------------------I--7---------------�-- F� I I I I I I I I I I I I I L----J 1--1----L-------- J-----1---------------L--------- --------------------- 1----------------------------------------------------- L----------------- � W 5OUTI-4 E=- L f=- SAT 1 C)N L� W I� I PROVIDE CONT.VENT AT RIDGE 2 19 PROVIDE CONT.VENT AT RIDGE 1g W FIBERGLASS ROOF SHINGLES VERSATEX RAKE BOARD AND TRIM I FIBERI'SLASS ROOF SHINGLES �' _I- I.. 1 I _ VERSATEX BARGE BOARD ON WALL I SINGLE PLY MEMBRANE ROOFING SYSTEM ALUMINUM STANDING SEAM ROOF AT SHED - DOWER BOARD AND BATTEN SIDING VERSATEX! - -- FASCIA,SOFFIT AND TRIM GUTTER AND LEADER SECOND FLOO A -ICA, GUTTER AND LEADER _R�'L�--------------------- - --------- - - - 00-.. PROVIDE CONI.VENT At SOFFIT - \ h _ - PROVIDE CONT.PENT AT SOFFIT rn = OPERABLE WINDOW WITH VERSATEX TRIM u- --- CEMENT CLAPBOARD SIDING APRON WALL FLASHING/VENT AT ROOF --------_-.__ _ — _. --- N� 8`� q� WINDOWS N ALCOVE WITH � +' ALUMINUM STANDING SEAM ROOF -- - -' _' - - VERSATEX TRIM N�1 GUTTER AND LEADER _._......_.............._._ .............................._._........___..._..---.------...__._ APRON FLASHING AT WALL ALUMINUM STANDING SEAM ROOF NWYCON�F�OOR SUBFLOORAT ALCOVE_ NO GUTTER EL PROVIDE CONT.VENT AT SOFFIT SHOWER FENCE VERSATEX TRIM At PORTICO HEADER AND COLUMNS j - --- FRENCH DOOR _ ' R =� ENTRY DOOR _E :1EDOORS t0 STORAGE CLOSET BLUESTONE FINISH AT PLATFORM AND STEPS - CEMENT CLAPBOARD SIDING: SCALE: 1/4"=1'-0 V. �21 MAY 19 ---- VERSATEX CORNER BOARD I TYPICAL DRAWN BY: J.E.T. REV. J.] -- - CABLE RAILING AT DECK DATE: 22 FEB 19 REV. FIRST FLOOR SUBFLOOR --- --- ------------------------ - - ------- - COMPOSITE DECKING FINISH a NO DECK APRON.COORDINATE SWALE OF GRADE TO FOPUNDATION PROJECT N O. I I I I i WALL WITH OWNER m i i i i i FINISHED GRADE I I I I I I I I I I I I I I I II I ; ; DRAWING I I i I I I I I I CONCRETE FOUNDATION Df I I I i I I I I I I I I CR4WL5PACE SLAB I I I I I I 11 I 1 1 EL. 1 (+3'-3" U.&G-VD-) -------------rL----------------1-Jr-J----------------------------------------------------------- --I------------------L-7--------T----1_17-TI-1--LI__1--I I I I I I I I If I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE ---------------L---------------- --L---------------------------------------------------------------L-------------------I--------1----- THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR \ / t �I FIT AND QUANTITY Of WORK. NO ALLOWANCES SHALL W� 6T E L � Y A I I O1 N BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART- . C 2019 Thalheimer Architecture 1 PROVIDE CONT.VENT AT RIDGE 19 \ 2 x 6 COLLAR TIES a 16" O.C. RUN MEMBRANE FLASHING UP AND UNDER / I STRUCTURE BEYOND FIBERGLASS SHINGLES AT DORMER TYPICAL ROOF CONSTRUCTION T�� T ��T,�T� STRUCTURE BEYOND FIBERGLASS ROOF SHINGLES 30 FELL TIlALIIEII�IFR ICE AND WATER SHIELD A R C H I T E C T U R E ALUMINUM STANDING SEAM ROOF AT DORMER Y COX PLYWOOD SHEATHING ATTIC RAFTERS.SEE PLAN TWENTY ONE GUTTER AND LEADER / / \\ 320 SF 3/4" CDX PLYWOOD FINISH VERSATEX FASCIA,SOFFIT AND TRIM ` RAISED FLAT CEILINCs FLOOR At ATTIC ACCESS CENTER STREET % AT DORMER PROVIDE CONT.VENT AT SOFFIT ` - R-30 BATT INSUL IN CEILING JOISTS NORTHPORT \ - SECOND FLOOR CEILING ---------------------,��� /---------\,�- " - -- GUTTER AND LEADER NEW YORK— L. t (+28'-7) / VERSASTEX FASCIA,SOFFIT AND 11768 TRANSOM WINDOWS OVER CASEMENTS 3 TRIM WITH VERSATEX TRIM 19 631 754 8621 CONT.VENT AT SLOPED SOFFIT TYPICAL WALL CONSTRUCTION BOARD AND BATTEN SIDING ---[)P,00t 1 2 BEDROOM # 1 5/4 x 4 VERSATEX BARGE BOARD -- VAPOR BARRIER +' sis"CDX PLYWOOD SHEATHING 2 x 6 WOOD STUDS a 16"O,C. WINDOW WITH VERSATEX TRIM R-19 BATTS Ne"GYP.BD.INT.FINISH SECONDFLOOR <;% ,= --- ------- ------ - --------------------------- - --------- ----- ------------------------------ t (+20'-7) ,( TYPICAL WALL CONSTRUCTION BOARD AND BATTEN SIDING / VAPOR BARRIER I spa"CDX PLYWOOD SHEATHING ENTRY PORTICO BEYOND `,� J ---- � 2 x b WOOD STUDS e 16"OL. R-19 BATTS -; WINDOW WITH VERSATEX TRIM b/s"GYP.BD.INT.FINISH Ct @ - SLIDING DOOR +, a MASTER BEDROOM 3j4"CDX PLYWOOD SUBFLOORCz r--1 COMPOSITE DECK FINISH OVER A.CQ. ^ WOOD FRAMING Lj\ RAILING AT DECK 1 - °� - - - - - - I --- I -------- -------- ---------- -- - --- • - --�_ ------ OIRS ( 0u.S . D.,---------------- ACQ FRAME STEPS WITH COMPOSITE FINISHED GRADE `=; 6 -� DECKING FINISH TO PATIO STEEL E EAM BEYOND `.`. I 18 18 �-TURFSTONE PAVER PATIO r- DAMPROOFING.SEE SPEC CONCRETE PIER FOR DECK STEEL _UMNS BEYOND I I I CONSTRUCTION ^ CONCRETE FOUNDATION 1 4"Ca C,SLAB WITH bb x 1010 W.WM. OVER PRO BARRIER AND ~:': I �, i i i i FLOOD VENTS ON WALL BEYOND COMP T FILL BASEMENT i I I i - ------------------------------------------------ - ------------------ EL t l+3'-3" US-L.—VD.) —z------r-- --- ------------------------------- .: ...... .. i I L--------------------------J ^ PROVIDE CONT.VENT AT RIDGE �W TYPICAL ROOF CONSTRUCTION F� FIBERGLASS ROOF SHIM31-ES 300 FELT 11 1 2 ICE AND WATER SHIELD M--1 PRIMARY ROOF FRAMING 19 lg No" CDX PLYWOOD SHEATHING - RAFTERS.SEE PLAN LAY OVER ROOF PROVIDE CONT.VENT AT RIDGE VERSATEX RAKE BOARD AND TRIM - 1--I VERSATEX PANELS AT SOFFIT WITH I X 2 VERSATEX PANELS SOFFIT FINISH ,moi' TRIM AT JOINTS WITH 1 x 2 TRIM AT JOINTS 5/4 X 4 VERSATEX BARGE BOARD /i STRUCTURE BEYOND d STRUCTURAL TRUSS FINISHED WITH 1 x R-30 BATTS IN 2 x 10 CEILING JOISTS ' 11 PRIMED F.J. FLUSH BEAM IN CEILING ' 19 FIXED TRANSOM V1 M--I SECOND FLOOR CEILING ---------------------- ' ,T------- - ------------------------------ �. TYPICAL WALL CONSTRUCTION VERSATEX TRIM AT WINDOWS 1"yq �r� 00 CEMENT CLAPBOARD SIDING VAPOR BARRIER CDX PLYWOOD SHEATHING FIXED WINDOW W 2 x 6 WOOD STUDS 9 16"O.C. 8 ' R-19 BATTS c� 19 � � RAILING AT STAIR AND LOFT No-GYP.BD.INT.FINISH +� \ 9� r024���yOQ APRON FLASHING / \ F NE`s STANDING SEAM ALUMINUM ROOF l NE O F W t Y SYSTEM AT PORTICO ROOF \ / - I - VERSATEX TRIM AT WINDOWS -f BA O hSECOND FLOOR-------------------------=____ -- --- _ --- --- ------ ----\---K ----------------- --------- --------- - --- '�P �'a�N . Y EL. (+20 � ) -------------------------------- C. GUTTER AND LEADER - -- - cc - VERSATEX SOFFIT,TRIM AND HEADER WRAP L bi G ARD INTERIOR 2 Y GYP.BS TER oR CxRE 4T ROOM OPERABLE WINDOW VERSATEX 'V'GROOVE FINISH AT PORTICO WALL AND CEILING FINISH. O TYPICAL ,q P CEILING NON-COMBUSTABLE HEARTH, 0 8 ENTRY DOOR SURROUND SUPPLIED BY OUTER AND INSTALLED BY G.C. +� MEMBRANE FLASHING BEHIND PLATFORM � FOYE CDX PLYWOOD SUBFLOOR SCALE: 1/4"=1'-0" I 21 MAY 19 TO PROTECT WOOD FRAMING Cz PREFABRICATED PROPANE DIRECT VENT FIREPLACE.COORDINATE HT. CEMENT CLAPBOARD SIDING BLUESTONE FINISH AT ENTRY PLATFORM OFF FLOOR WITH OWNER -_ __- _ - ---__ WALL FINISH DRAWN BY: J.E.T. REV. 3/4"CDX PLYWOOD SUBFLOOR TYPICAL \ CEMENT STUCCO FINISH ON DATE: 22 FEB 19 REV. FIRST FLOOR ---------------------- - ---- ------- ----------------- ----- 1 - --------------- ---- - --------- ------- ------ - --- ---------------------------- -_---- EXPOSED WALL °., • ' -- TURFSTONE PAVER PATIO SET STEEL GIRDER AND COLUMN :'i` IN GRAVEL FINISHED GRADE PROJECT NO. I� ACCESS OPENING TO SHED ".':: BEYOND FINISHED GRADE Cq DAMPPROOFING.SEE SPEC I 4'; {' `'''= CONCRETE FOUNDATION = CRA,WL.SIDAr, I I I DRAWING DOOR TO VESTIBULE BEYOND '.;: '� 8 4"CONC.SLAB WITH bb x 1010 WWM. :;'I 1 EXISTING FOUNDATION TO Q, •:�:; 18 OVER VAPRo BARRIER AND � h I I 18 OF Q� COMPACT FILL REMAIN AND BE PERIMETER OF NEW PATIO. VERIFY IN FIELD BASEMENT -------------------------------- - --- ----------------------------- EL. t (+3'-3" U.S:Cz.VD.) .. � ,. I I I I I I 1 THESE PLANS ARE AH INSTRUMENT OF SERVICE AND ARE THE RE PROSECUTED. COLUMN ARCHITECT. INFRINGEMENTS WILL B COLUMN FOOTING BEYOND CONTRACTOR SHALL VERIFY ALL CONDITIONS ANO — MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR ES SHALL U I L � INS S� C I I OI � I I BE MADE'FIT AND 'IH BEHALF FUANTITY OF OTHE CO TRACTORRK. NO CFOR ANY ERROR OR NEGLECT ON HIS PART. C 2019 Thalheimer Architecture 3 f t THALHEIMER A R C H I T E C T U R E TWENTY ONE CENTER STREET I NORTHPORT NEW YORK 11768 631 754 8621 LIGHTING FIXTURE SCHEDULE MANUFACTURER CAT. NO. LAMP REMARKS A FIXTURE AND LAMP TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR B LEVITON 'KEYLESS' SOCKET 31W - LED- 2100K WHITE PORCELAIN SOCKET UTILITY LIGHT C SEE NOTE # 4 LED- 2-100K LENSED CLOSET LIGHT D SEE NOTE M 4 LED- 2100K SHOWER LIGHT E NUTONE XN 110 ULTRA GREEN ------------- EXHAUST FAN F FANTECH FR 110 ------------- IN-LINE EXHAUST FAN —— __ _ _—— — ——- G SEE NOTE " 4 1000 LUMEN - LED- 2100K 4" WHITE BAFFLE LED RECESSED HIGH HAT � N WAC HR - 8412 - WT + HOUSING 50W / 12V MR16 IR / FL. LOW VOLTAGE ADJ. DOWN LIGHT � RAB LFP 38 WHITE (2) 150 W PAR 20 SECURITY LIGHT / RECESSED BOX / 2 HEADS EA. I 1 " K GM LIGHTING LED TASK FLEXIBLE RIBBON LED / 27100K CONT. UNDERCAB STRIP LIGHT WITH LENS I\ �\ LED - CHL ALUMINUM CHANNEL \ \ WITH FROSTED LENS '-_--------- B \\ \\ L WAC 'H' SERIES TRACK * H - T8 - WT 22 W LED 2100K 8' TRACK LENGTH WITH O \ \ (3) HEADS 0 EXTERMINATOR II / WHITE WITH (3) LED HEADS AT EACH LOCATION P SEE NOTE * 4 1500 LUMEN - LED- 2100K b" WHITE BAFFLE LED RECESSED HIGH HAT R GM LIGHTING SDP - 3 - W 4W LED- 2-100K RECESSED BUTTON LIGHT W I 1 I I \ \ 1 1 B ----------------------- \\ \\ ELECTRICAL NOTES ELECTRICAL SY1" EE CLS � � \ \ - ————— —— — — —— —— — — — 1. ALL WORK SHALL CONFORM TO N.E.C., AND THE 2015 I.E.C.C. WITH 2016 N.Y.S. DUPLEX RECEPTACLE L I - --}—- -—e- - - - --e—- - - - \ SUPPLEMENTS. OUTLET QUANTITY AND SPACING SHALL BE INSTALLED QUA C 1 I I - _ _ _ _ _ _ _ _ _ _ _ _ __ _ I THRU-OUT RESIDENCE AS PER CURRENT CODE REGARDLESS OF WHAT IS DPLEX RECEPTACLE 1 I INDICATED ON PLAN. NO EXTRA COST SHALL BE ALLOWED FOR ADDITIONAL0 DUPLEX Cx F I RECEPTACLE PROTECTED I I OUTLET INSTALLATION WITHOUT APPROVAL BY OWNER PRIOR TO WORK. ALL AT PANEL w WIRING SHALL BE COPPER. Z 1 1 I 1 (p wP DUPLEX G E I RECEPTACLE 2. GENERAL CONTRACTOR SHALL PROVIDE AIR-TIGHT SEAL HOUSINGS AT WITH RAINTIGHT WHILE IN USE COVER/ CLEAR j �' ---(s� E3 ------------------- s I I RECESSED FIXTURES AS REQUIRED BY CODE. �" _ __ _ DUPLEX FLOOR MOUNTED RECEPTACLE 3• ALL FIXTURES AND LAMPS TO BE SUPPLIED 4 INSTALLED BY GENERAL LEVITON MODEL 0 FB 512U L — — — — — — — — I / ;� 1 CONTRACTOR EXCEPT AS NOTED. GENERAL CONTRACTOR MAY SUBSTITUTELUM LED TAMPER RESISTANT DUPLEX OUTLET ~ pq 1 i II I i FIXTURE SELECTIONS WITH APPROVAL BY OWNER WITH NIGHTLIGHT BY LEGRAND # NTL 885 TR - --B �� CRAW�p PACE ; I I 4. GENERAL CONTRACTOR SHALL PROVIDE CATALOG CUT OF FIXTURE TO GF.I. LOCATIONS PROTECTED AT PANEL Q 1 1 ,JTO�WITCN IAE3C�VE OWNER FOR APPROVAL PRIOR TO ORDERING FIXTURE. COORDINATE WITH DEDICATED RECEPTACLE AT PANEL C . I I ARCHITECT AS REQUIRED. I � r V I I I i RED 1 ' I l I I O USB RECEPTACLE WITH USB CHARGER ►-� 1 5. EXACT LOCATION OF ALL FIXTURES, SWITCHES AND DEVICES SHALL BE LEVITON MODEL a T 5632 HEIGHT TO BE VERIFIED IN FIELD 1 % � I DETERMINED IN FIELD BY OWNER PRIOR TO ROUGH IN. - � ----------------------- —�,,_ -- I NEW SWITCH / SINGLE POLE O 1 _________________ 1 6 ALL SWITCHES AND OUTLETS SHALL BE LEVITON DEGORA. ALL DIMMERS �-+ j 00 IG �5 (gyp T 1 $ I SHALL BE UNIVERSAL TRUE TOUCH DECORA. ALL SWITCHES AND DIMMERS 3 NEW SWITCH / 3-WAY wc, a � SHALL BE ILLUMINATED EXCEPT IN BEDROOMS. COLOR OF DEVICES TO BE -� 1 x c I SELECTED BY OWNER NEW JAMB SWITCH w ST. ��- - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - J I $T NEW SWITCH / TIMER (5-10-15-30) `�� Q� 1 �. ALL LED LAMPS SHALL BE 2100K / WARM WHITE UNLESS NOTED OTHERWISE PROVIDE �,"IR _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ J IN SCHEDULE. $p NEW DIMMER / 600 WATT NES GYP BE).FINISNAT ,� i- - - -- - - - -- - - - - - - - cEILIWs AND STAIR i ��� NEW 1' GENERAL CONTRACTOR SHALL SIZE ALL DIMMABLE MAGNETIC POWER NEW RECESSED LIGHTING FIXTURE � �`TBgg9 O,p SUPPLY UNITS AS REQUIRED FOR LOADING. 14Kz� ~ Q NEW SURFACE MOUNTED LIGHT FIXTURELLI i r ,y CC \ g. ALL FIXTURES AND DEVICES SHOWN IN UNFINISHED CRAWLSPACE OR ATTIC w \ \ AREAS SHALL BE SURFACE MOUNTED TO STRUCTURAL MEMBERS. USE P.Y.G. CONTINUOUS STRIP LIGHT 24�� CONDUIT AS REQUIRED. SWITCHES AND OUTLETS IN CRAWLSPACE SHALL BE © NEW CARBON MONOXIDE DETECTOR of \ � SURFACE MOUNTED AT TOP OF FOUNDATION WALL. NEW SMOKE DETECTOR SCALE: 1/4"=1'-0" I 21 MAY 19 10. IN ATTIC PROVIDE (4) TYPE B FIXTURES, (1) SWITCH AND (1) GF1 OUTLET. ALL ELECTRICAL 4 REFLECTED CE IL ING LOCATED IN FIELD BY OWNER DRAWN BY: J.E.T. REV. 11. ALL GF.C.I. OUTLETS AT BATHROOMS SHALL BE PROTECTED AT CIRCUITS ON DATE: 22 FEB 19 REV. THE PANEL PROJECT NO. fio& @� DRAINING v OFE 1Q1P- THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART_ . C 2019 Thalheimer Architecture ---TO SWITCH '� BELOW 10 r TKALI-T-_ IMER \ A R C H I T E C T U R E \ `\ TWENTY ONE \ \ \\ eean CENTER STREET \ \ \ NORTHPORT \ \ \ NEW YORK \ 1 11768 631 754 8621 r - - - - - - - - MAM r-------------------------------------------------, ( '� r I RJG AT / -------------- � IAJDERSIPE I I -I- --- / �'- •�. I PATIO I - I I I I I I BEAM -------TO SECURITY LIGHTS ABOVE BEDROOM I1 r./ r--1 4 ------------ I --------------- Q�\\ I--------------\- — -- -'' ----- �' ---- ♦ III II \\ \\----------------- \\ / ' / -----------------------------------I1 II USB USB Ir----------------- IJIL------------------- TO �-I SWITCH BELOW --- FULL DN STAIR / \eEah �- „ ► \\ `\ BEDROOM 11 \\\ I DECK \\\ I I GrFI RAISED FLAT % 1 \ \ --_ \\�\ n \ `\ I / I \I CEILNG N DOFnR I \ 3 / \\ \\ \ \\\ A ---- _---`— \`\� USB I ' 1\\ ? A LUP LOFT AT I C I \ 6EAM I \ \\ \\\ \ \>Z \\ 8 FLAt CeVev. \ Y j J B \ l 1 USB / �\ GREAT ROOM USB �/ // \ J `.� ( ��.\ ( \ -' 1�� J / •✓ \ A / .__-moi \\ \� , _- / `` '�•�i SWED y/n ID I ,' ,,/ /^\�\ Irjr/�, ,,-{j�} r, K r p I I j % e TYPE 'X ;EYP BD. I , / ( / , Y / ----- I / 4 -------- FMISH At WALLS AND 1\ I < CEILING �' </ // —jI--WIDE TO MOTION L i \\\ \\\ ' P ' �� DETECTOR USB MASTER BEDRO ---- OM A I; -�- a --------- k ASO � COi�II� �L 00FZ f=L Al l K �/ i /��,------�A}--------' —y \`.�_,�TO SWITCH h--i �T' BELOW ELECTRICAL 4 REELECTED CEILING ►Z USB \ ♦ \\ I mCl < \�\ \ \ / D D 0 TO LIGHTS BELOW---- ,' LUM / W� O .: �� RC1 00 FOY /'/ ---�' LUMi wAsuER i i I I A L A \�\ W M —TO LIGHTS ABOVE / ,'- I I \ / I L---'=— --- il/ PROVIDE SOFFIT OVER •' \ I _ _ `\ '' I I( 1 I 1 '9 � . 02fl �� O� I L---- J I - MASTER BATH - - I ' I �F N � " CABINET ALIGNING WITH 1 A i / i DRYER , � I '' I I \ I I J _ 1 ILII I \ FLOOR LINE.VERIFY IN I I - FIELD R Oe 1 I C I ` \ I I I --------- WP 1` Go R / DTO SECURITY LIGHTS ABOVE = 1;\� LU ,\ �_ __• I X b YERSATEX 'V'GROOVE FINISH AT PORTICO CEILING 2s p O 84 F 3 LU O SCALE: 1/4"=1'-0"�. 21MAY 19 A I DRAWN BY: J.E.T. REV. DATE: 22 FEB 19 REV. O O PROJECT N0. R H 02 Q6 DRAWING 0 ILl Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. � j CONTRACTOR SHALL VERIFY ALL CONDITIONS AND I �v T �L OO� �L AN MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL ELECTRICAL E REFLECTED CEILING BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR KEGLECT ON HIS PART_ C 2019 Thalheimer Architecture L �C �l�lh I 1 I o 1 PORCELAIN tILE IN MIN I" MUD SEt.MATERIAL { ALLOWANCE OF 16.00/SF l' VINYL 1=LOORING/ INTERLOCKING INSTALLAtION : /8" PEA GRAVEL DRIYEIUaY I _� - I � - -_— CONTRACTORS NET INCLUDING WASTE AND TAX .I. ..,.. OVER I/2" A/C PLYWOOD UNDERLAYMENT. I I I I � ��T „ ,I„ T 1 IJ 1V111� SEE BATH ELEYAtIONS FOR WALL TILE �{ MATERIAL ALLOWANCE 01= s�old0 /SF tAX . A R C H T E C 7 U R E } _ .. •.. . . . . -- _ _1. LOCAtIONS CONTRACTORS NEt INCLUDING WASTE AND �... : _ - -- - - ---- --- --- - 1 TWENTY ONE _... CRAWLSPACE COMPOSITE DECKING FINISH 'TURFSTONE' PERVIOUS PAVERS SET IN I r CONC.SLAB : TIMBERTECH' OR APPROVED EQUAL - -- - GRAVEL FILL I - CENTER STREET ---- --- ----- -.---.. ion NORTHPORT I I //—— — NEW YORK \ / 2 \ ,� 11768 \ / / 631 754 8621 \ \ --; r i THALIIEIMER A R C H I T E C T U R E I TWENTY ONE CENTER STREET NORTHPORT NEW YORK DOOR SCHEDULE MARK WIDTH HEIGHT THK. / TYPE HARDWARE SADDLE REMARKS 11768 1 3'-0" 6'-011 1 No" TYPE 'A' PASSAGE LATCH ALUM WEATHERSTRIP 631 754 8621 KEYED DEAD BOLT 2 2'-411 6'-011 1 31s" TYPE 'A' PASSAGE LATCH 3 3'-011 8'-0" 13/4" TYPE 'D' PASSAGE LATCH ALUM WEATHERSTRIP KEYED DEAD BOLT 4 2'-411 6'-01' -------------- SELF CLOSING HINGE ------ OUTDOOR SHOWER DOOR - COMPOSITE DECKING CLAD A.C.Q.FRAME GATE LATCH /BOLT VERIFY SIZE IN FIELD B, 3'-0" 8'-011 1 3j 11 TYPE 'C' KEYED LOCKSET ALUM WEATHERSTRIP KEYED DEAD BOLT 6 2'-4" 8'-011 1 3j4" TYPE 'B' PRIVACY LOCK STONE 1 41-011 81-011 13/4" TYPE 1B' DUMMY TRIM ------ (2)V-0" SWINGING DOORS ROLLER CATCH r--1 8 2'-811 8'-011 1 3/4" TYPE 'B' PASSAGE LATCH ------ 8'-0'1 13/4" TYPE 'B' PRIVACY LOCK ------ I x 4 -----Ix4 HEADER 5/811 TYPE 11X" SHEETROCK 10 31-01 1 8'-01 1 13/4" TYPE '8' SEE NOTE 6 ------ POCKET DOOR11 O 19 11 3'-011 81-011 13/4" TYPE 'E' SEE NOTE 6 STONE POCKET DOOR II y WINDOW /DOOR JAMB 19 R11 -'-1v rrt\ WINDOW/DOOR JAMB 13 61-011 7'-011 1 3/4" TYPE 'D' PASSAGE LATCH ALUM (2) V-0" SWINGING DOORS WINDOW SASH n ' KEYED DEAD BOLT WEATHERSTRIP WINDOW/DOOR f/ 14 21-411 61-811 1 3/s" TYPE 'B' PRIVACY LOCK STONE 1 x 4 CASING - O ......... 15 2'-8" 6'-8" 1 �s YP B O 6 POCKET DOOR 11 \\ 1 " 1 II 3 11 1 I 1`--1 ALL TRIM TO BE PRIMED FJ. TRIM BELOW 16 4-0o -81 is TYPE B DUMMY TRIM --------- (2) 2'-011 SWINGING DOORS W ROLLER CATCH FULL PANEL MIRROR ON INT. SIDE OF ONE DOOR LF+i 1� 41-011 61-811 1 N" TYPE 'B' DUMMY TRIM --------- (2) V-011 SWINGING DOORS 411 1 ROLLER CATCH FULL PANEL MIRROR ON INT. SIDE OF ONE DOOR Ix4 CASING 18 2'-811 6'-811 I Sia" TYPE 'B' PRIVACY ROLLER CATCH FULL PA LOCK --------- HE AID/CAS I G DETAIL 0 DOORS / WINDOWS 3 C:A51 `G DETAIL 19 4'-0" 6'-8" 1 3i9" TYPE 'B' DUMMY TRIM --------- (2) SWINGING DOORS �J 1 PANEL MIRROR ON INT. SIDE OF ONE DOOR F-1 13 SCALE : 3" = 1'-011 13 SCALE : 3" = 1'-0" 3,11 1 1 20 2'-0" 6'-811 1 s TYPE B PASSAGE LATCH --------- 1 W I--I 1 x 4 CASING 1 x 4 CASING ^ H GYP.BD. WINDOW JAMB 31" t11 N 0 T E S : WINDOW SASN a DOOR JAMB h--1 I. ALL NEW DOOR AND DOOR HARDWARE TO BE SUPPLIED AND INSTALLED BY GENERAL CCNTRACTOR 2. ALL NEW DOOR HARDWARE SHALL SCHLAGE 'ELLER LEVER'SERIES IN FLAT ��� RU rN,q ��� 00 BLACK SEE DOOR SCHEDULE FOR SPECIFIC FUNCTION. LL h � iL p 3. ALL NEW DOOR HINGES SHALL BE PLAN BEARING,4"x 4"SQUARE EDGE,2 0 rnM LU-4PAIR PER DOOR FOR W-0' V DOORS t 1 2 PAIR PER DOOR FOR V-5"DOORS. I U N I x BASE FLAT BLACK FINISH LL 1 x 4 APRON 3/411 SHOE 4. DEAD BOLT HARDWAFE SHALL BE BALDWN CONTEMPORARY'8041260 FLAT E N IBLACK FINISH. FINISH FLOOR 5• DOOR STOP BY BALDWIN 4000.260 AT ALL NEW DOORS AS REQUN�ED. ��OF NE Iy y FLAT BLACK FINISH � T B,%t? 0 - 6. °OCKET DOOR HARDWARE: KRCESSED HEAVY DUTY TOP RAIL BY'GRANT' 11230 WITH(2)SQUARE RECESSED FULLS AND>RERGRESSED EDGE PULL IN r- ? CC :LAT BLACK n ',' ? i' W 2 SILL/CAS 1NG DETAIL � 5ASE / CASING ELEVATION pooh „-M "A11 pooh T11'PE llsll 1�ooh TYPE llcll pooh t1'PE 11T�111 Dooh TYPE 1111 2� �-� n , 11 „ _ , " FLUSH METAL DOOR AND DOOR 'SIMPSON' INTERIOR SINGLE PANEL 'SIMPSON'EXTERIOR GRADE SINGLE PANEL SINGLE PANEL METAL DOOR AND 'SIMPSON'SINGLE PANEL DOOR, 13 SCALE : 3 1-0 13 SCALE : 3 I-0 BUCK BY'SIMPSON'OR APPROVED DOOR WITH SHAKER STICKING 08120, SOLID PANEL DOOR IN MAHOGANY WITH DOOR BUCK BY'SIMF6ON'OR SHAKER STICKING 08411 WITH SATIN '�90 EQUAL OR APPROVED EQUAL SHAKER STICKING,3/4"NSULATED,TEMPERIED, APPROVED EQUAL ETCHED TEMP.GLASS LOW E GLASS. OR APPROVED EQUAL SCALE:AS NOT V. @21 MAY 19 DRAWN BY: J.E.T. REV. DATE: 22 FEB 19 REV. PROJECT NO. R b 02 IQ61 DRAWING � THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART_ . C 2019 Thalheimer Architecture Na"GOLD BOND XP GYP.BD.WITH 'Y' GOLD BOND - SPORSARD -- --- XP GYP.BD.WITH (purple)FINISH SPORGARD ' UPPER WALLS (purple)FINISH m ,' CEILING - �, UPPER WALL E , s CEILING WINDOW a DOOR ,' TILE RETURNS AT- - THALI_T_EIMER _ WINDOW A R C H IT E C T U R E CASING i TILE TWENTY ONE CENTER STREET ` NORTHPORT PEDESTAL SINK ��\ TOILET NEW YORK 11768 PEDESTAL SINK 631 754 8621 WOOD BASE WOOD BASE E14 POWDER fi OOM SCALE : 1/2" = I'-0" NOTES 1) ALL BATH ACCESSORIES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR r—I GOLD BOND XP GYP.BD.WITH - O SPORGARD 5ie" GOLD BOND (purple)FINISH a XP GYP.BD.WITH UPPER WALL t SPORGARD CEILING (purple)FINISH a UPPER WALL t 16 DEEP SHELF CEILING I6 DEEP SHELF �j WITH SUPPORT AS H REQ.VERIFY Ht. IN WINDOW 1. A5HER = FIELD P - 00 D R DOOR I--�-� 0 CASING IiF _ --- 8 1p — LLt DRYER o WASHER DRYER m _ WOOD UF-1 BASE TRIM-IF I I IW f� �11 W E142-� LAUNDRY SCALE : 1/2" -- 1'-0" ^ NOTES : H 1)SHELF HEIGHTS TO BE COORDINATED IN FIELD WITH OWNER PRIOR TO INSTALLATION 2)GENERAL CONTRACTOR SHALL COORDINATE SIZE OF WALL RECESS FOR CABINET BY OWNER H ACCENT TILE i 00 ACCENT TILE ,� D Tyq >' BAND 5%"GOLD BOND 5%" GOLD BOND BAND I- �4��Q� XP GYP.BD.WITH XP GYP.BD.WITH - STONE SADDLE FIELD TILE SPORGARD SPORGARD FIELD TILE u- M (purple)FINISH m (purple)FINISH _ " t TI WA SHOWER HEAD ON �,�, r LED LL ' UPPER WALL t UPPER WALL t $ �'fi �lEti�l RECE55- .. ,' CEILING CEILING BAR TUB ENCLOSURE d ,' RECESSED MED, WINDOW SHOWER CAB. ENCLOSURE -- �� OF NEW ��' CASING ANT.Bqq 0 0 TILED RECESS DOOR CASING I Cr ' -�--�— SHOWER VALVEs 't �R w i C - — - � I m ua.r• u.t ` GYP.BD.FINISH 87 ACCENT TILE VANITY ,/r TOILET ACCENT TILE SFE -----— o O o BAND �\� �. BAND ` SCALE: 1/2"=1'-0" EV. � WOOD 21 MAY 19 TUB �� TUB DRAWN BY: J.E.T. REV. � `• � BASE TRIM DATE: 22 FEB 19 REV. PROJECT NO. 3 5,4TH # 1 SCALE : I/2" = 1'-0" DRAWING L S of NOTES 1) VANITY,COUNTERTOP,RECESSED MED.CAB,BATH ACCESSORIES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE 2) EXACT LOCATION OF ALL SHOWER VALVES AND FITTINGS SHALL BE DETERMINED IN FIELD BY THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OWNER PRIOR TO ROUGHING. WILL BE PROSECUTED. 3) EXACT SIZE AND LOCATION OF TILED RECESS IN SHOWER SHALL BE COORDINATED IN FIELD WITH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR OWNER AND TILE COURSING. FIT AND QUANTITY OF WORK, NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY 4) SHOWER ENCLOSURE TO BE ALUMINUM STANDARD SLIDING PANEL WITH CLEAR TEMP.GLASS.FINISH ERROR OR NEGLECT ON HIS PART. . TO BE BRUSHED NICKEL. C 2019 Thalheimer Architecture Y GOLD BOND XP GYP.BD.WITH SPORGARD TILE (purple)FINISH r � UPPER WALL 4 SHOWER ENCLOSURE CEILING r i WINDOW _ RECESSED MED.GAB. i GLASSPANEL DOOR TKA��I_T_FI11�IER A R C H I T E C T U R E TILED RECESS CASING TILE FLUSH WITH TWENTY ONE GYP.BD.TYPICAL TILE CENTER STREET VANITY NORTHPORT TOILET �\\ �\\ NEW YORK STONE SLAB CAP AT TILED BENCH 11768 FREE STANDING _ TUB 631 754 8621 STEP DN 2" INTO SHOWER TILE � I � ,4 TILE ON WALL — 18'-11" BEYOND GOLD BOND - - — — — XP GYP.BD.WITH OUTLINE OF SPORGARD - SHOWER (purple)FINISH s ENCLOSURE r""I O UPPER WALL 4 CEILING j SHOWER SYSTEM TILED WALL C 5S CSS -- WINDOW TILE BORDER RECESS �- .j BENCH - CASING L ' TILE FLUSH WITH 10 GYP.BD.TYPICAL 19 TILED FIELD - / A - WINDOW ACCENT FLOOR D B m CASING I I W C TILE O � ❑" , --_— TOILET FREE STANDING � -I -- 1 F-1 DN. TUB TILE_ I W TILE STEP DOWN INTO F O - SHOWER I a \ - - ------------- --- ---- C D � MASTER 5ATH W 15 SCALE : 1/2 = 1'-0" NOTES 1) VANITY,COUNTERTOP,STONE SLAB BENCH CAP,RECESSED MED.CAB,BATH ACCESSORIES t0 BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR .s , 2) EXACT LOCATION OF ALL SHOWER VALVES AND FITTINGS SHALL BE DETERMINED IN FIELD BY OWNER PRIOR TO ROUGHING. H 3) EXACT SIZE AND LOCATION OF TILED RECESS IN SHOWER SHALL BE COORDINATED IN FIELD WITH OWNER AND TILE CCURSING.OVER FRAME AS REQUIRED 4) SHOWER ENCLOURE TO BE SLIDING PANEL ON TOP MOUNTED 'BARN DOOR' STYLE RAIL HARDWARE WITH CLEAR TEMP.GLASS.FINISH TO BE BRUSHED NICKEL Z h--i H IOLUM51NG FIXTURE SCHEDULE NOTE$ CIA 1) 00 U ALL PLUMBING FIXTUF;ZES AND FITTINGS SHALL BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR Lk ,y MATERIAL ALLOWANCE OF t11,000,CONTRACTORS NET INCLUDING TAX. PROVIDE ALL REQUIRED ROUGH- IN AND r rn PARTS FOR COMPLETE ASSEMBLY 2) COORDINATE LAVATORY INSTALLATION WITH OWNER SUPPLIED VANITIES AND COUNTERTOPS q�, 02pa y0 P ��yy 3) ALL BATH ACCESSORIES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR ROOM FIXTURE PITTING ,ACCESSORIES _,�°N CD TYPE MANUFACTURER MODEL CAT. NO. COLOR MANUFACTURER MODEL CAT. NO. FINISH REMARKS * s ' n t=. N CC SINK KITCHEN � h ;y- z ' f I TOILET POWDER p I DER DOOM PED. SINK SCALE: 1/2"=1'- " . 1521 MAY 19 TOILET/� I DRAWN BY: J.E.T. REV. MASTER 5 ATH LAVATORY (2) SHOUJER DATE: 22 FEB 19 REV. PROJECT N0. 6� # TOILET DRAWING vi Mir 15 ATH 1 LAVATORY 10D 0 U-4 TUB THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIT AHD QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture NAILING ASID Fr�(ITEN INC SCHEDULE / COPE �"A����' ALL NAILING AND FASTENERS SHALL BE INSTALLED IN STRICT ' `f +-- CONFORMANCE WITH THE 2015 IRC I TABLE 8602.3(1) TABLE 8602. SC continued j TABLE 1) WIND RES (5T i VE CONSTRUCTION IDE TA I L S I` FASTENING SCHEDULE FASTENING SCHEDULE I FASTENING SCHEDULE-continued NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER° .° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER''r` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS °,b,° SPACING AND LOCATION OF FASTEN ER Floor 16d common(3 /2"x 0.162') l6"o.c.face nail Roof Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135');or 4-8d box(2l/,"x0.1 13")or 14 blockingnot at braced wall panels) 16d box(37/,"x 0.135');or 24 2"subfloor to joist or girder 2-16d common(31/ "x 0.162') Blind and face nail ( P ) 12"o.c.face nail 2 3-8d common 21/ "x 0.131");or 3"x 0.131"nails { 2 3-16d box(3'/,"x 0.135');or 1 Blocking between ceiling joists or rafters to top plate Toe nail 25 2"planks(plank&beam-floor&root) At each bearing,face nail 3-1 Od box(3"x 0.128");or 3-16d box(31/2"x 0.135");or 3 each 16"o.c.face nail 2-16d common-(31/2"x 0.162') g' Na1llttgl = _ 3-3"x 0.131"nails Bottom plate to joist,rim joist,band joist or - t 6 on Center 15 2-16d common(31/2"x 0.162');or 2 each 16'°o.c.face nail 3-16d common(31/2"x 0.162') .' • , -, �s blocking at braced wall ane[ 4-8d box(2 /2--0.113"};or g( p ) 4-3"x 0.131"nails 4 each 16"o.c.face nail , i 4-10 box(3"x 0.128"),or Field, - 1 6 Band or nm joist to Joist End nail / :: . iFI1�ER ,, 3-8d common(2 /,"x 0.131");or 4-3"x 0.13!"nails;or � ' •• •, - Ceiling joists to top plate Per)oist,toe nail 7 ° �„�in MOQS ALI 3-iOdbox(3"x 0.128");or 4-8d box(2 A"x 0.1 13');or 4-3"x I4 ga.staples, /16"crown "�� A A G H IT E C T U A E 3-3"x 0.131"nails 3-16d box(3 f'/2"x 0.135"):or - : (4 loot nide from wall edge - ' 4-8d common( /2"x O.i 31');or Toe Heti - ( - ).or hail each la er as follows:32"o.c. Or flOt inC �1 - �Od common 4' x 0.192' Y ildInd Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or at top and bottom and staggered. 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3112"x 0.162");or Face nail 4-1 Od box(3"x 0,128"};or IOd box(3"x 0.128");or 24"o.c.face nail at top and bottom "'''• �ef► fields b'on tenter "' TWENTY ONE R802.5.1(9)1 4-3"x 0.131"nails 4-3"x 0.131"nails •r• aid { )] 16 Top or.bottom plate to stud 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides j Ceiling joist attached to parallel rafter(heel joint) 3-16d box(31/2"x 0.135").or layers And: 4 1 [see Sections R802.3.1 and R802.3.2 and Table Table 8802.5.1(9) Face nail 2-16d common(31/2"x 0.162');or CENTER STREET End nail 2-20d common(4"x 0.192");or Face nail at ends and at each splice s' ''Cn tetter . R802.5.1(9)] 3-10d box (3"x 0.128"):or 3-1Od box(3"x 0.128'0;or P Fie , IZ'On tenter Collar tie to rafter,face nail or 11/q"x:!0 ga.ridge strap to 4-10d box(3"x 0.128');or 3-3"x 0.131"nails 3-3"x 0,131"nails "� NORTHPORT S 3-10d common(3"x 0.148');or Face nail each rafter4-16d box(3112"x 0.135');or rafter 4-3"x 0.131"nails 3-1Od box (3"x 0.128');or l7 To plates,laps at corners and intersections 2-16d common(31/,"x 0.162' ;or Face nail 28 Ledger strip supporting'gists or rafters 3-16d common(31/2"x 0.162");or Top p p. � g P PPo g1 At each joist or rafter,face nail NEW YORK 3-16d box nails(311,"x 0.135'):or 3-3"x 0.131"nails 4-1Od box(3"x 0.128');or 3 ]Od common nails(3"x 0.148");or 2 toe nails on one side and I we nail 4-3"x 0.131"nails 6 Rafter or roof truss to plate on opposite side of each rafter or 3-8d box(2 /2"x 0.l 13'):or 29 Bridging to joist 2-1Od ROOF SHEATHING AND WALL SHEATHING ATTACHMENT DIAGRAMS 11768 4-lOd box(3"x 0.128');or , � g• g j (3"x 0.128') Each end,toe nail 4-3"x 0.131"nails truss 2-8d common(21/,"x 0.131'):or 18 l"brace to each stud and plate � Face nail I SPACING OF FASTENERS 4-16d(3 /,"x 0.135" or 2-1Od box 3"x 0.128");or (• I DESCRIPTION NUMBER AND 631 754 8621 ); � ITEM Intermediate OF BUILDING ELEMENTS TYPE OF FASTENER b,c Edges -� I 2 staples 1'/4" (inches)n support'.•° 3-]Od common(3 /2"x 0.148");or Toe nail (' hes) 4-1Od box(3"x 0.128');or 3-8d box(21/ x 0.1 13'x;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing ALL STRAPPING AND CONNECTIONS SHALL BE INSTALLED 4-3"x 0.131"nails 1 Roof rafters to ridge,valley or hip rafters or roof rafter 2-8d common (2 /2"x 0.131'�;or (see Table A602.3{3)for wood structural panel exterior wall sheathing to wall framing) I I I' I DETAILS �+ IN STRICT CONFORMANCE WITH THE MOST CURRENT to minimum 2"ridge beam 3-16d box 31/2"x 0.135");or 19 1"x 6"sheathing t0 each bearing ) Face nail ������i NCS AND -IOL. O WI�l 11.�7 � ) 2-1Od box(3"x 0.128' ;or 3 1 6d common(2; x 0.l 13")nail(subfloor,wall) AF&PA WOOD FRAME CONSTRUCTION MANUAL W.F.C.W. 2-16d common(31/2"x 0.162");or End nail 2 staples, 1"crown, 16 ga., 13/4"long 30 /g - /2 8d common(21/,"x 0.131')nail(root) 6 121 AND SPECIFICATIONS OF THE SIMPSON STRONG TIE 3-l Od box(3"x 0.128');or CORPORATION 3-3"x 0.131"nails 3-8d box(2 /2"x 0.113');or 31 /32"-1" 8d common nail(2 /2"x 0.131") 6 12 Wall 3-8d common(21/2"x 0.131');or j t t 10d common(3"x 0.148'0 nail;or 1 16d c mmon(3 /2"x 0.162") 24"o.c.face nail 3-1Od box(3"x 0.128"):or 3 I ( - 3 sty les, 1"crown, 16 a, 1 / Ion s 4 8d 2i/,"x 0.131")deformed nail 6 12 , . 2 1 ! "-1 / " p g 4 g Other wall sheathin u d," * 1 1} , 1 s. ° a ... OFISP • SPF � 8 Stud to scud(not at braced wall panels) 10d box 3"x 0.128";or � 16 o.c.face nail 20 1"x 8"and wider sheathing to each bearin Face nail �,._w... , j {' ) e b1 Wider than 1"x 8" /2"structural cellulosic fiberboard 1112"galvanized roofing nail, /16"head Model No. Min.Header Fastener: 3"x0.131"nails 33 sheathing I 3 6 FaueaersQotaq Uplift(133) Uplift upnn(133) upun(tso) 4-8d box(21/2' x 0.1 13'):or g diameter,or I"crown staple l6 ga., l /4"long _ (Tabp 16d box(31/2"x 0.135');or 3-8d common(211,"x 0.131"):or 25/32" cellulosic 1 / LSTAtz x26• 1a10d 755 905 10-10° 645 775 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails 12"o.c.face nail 34 32 q"galvanized roofing nail, / 6"head diame- Minimum Allowable Allowable y 3 6 Model Adhesive Anchor Odll Bit Minimum Min,End Min.Ed a 1 lot braced wall panels) 3-i0d box(3"x 0.128'),or 1 fiberboard sheathing ter,or 1'crown staple 16 ga., 1 /q"long Anchor g Tension Tension Csts zzs• t4•tod loss 12A2 14.1od sts 1100 16d common(31/2"x 0.162"} 16"o.c.face nail 4 staples, I"crown, 16 ga., 1'/4"long No. Type Diameter Diameter Embedment Length Distance Distance (100) (133 35 I! " sum sheathin d 1 /2"galvanized roofing nail;staple galvanized, _.._._- __ __-_____ __.- _ MAIO 925, 14.154 toss 1265 14104 905 toes z 8YP g I t 7 7 SET 'IF 85• 4V+ T 635• 635• _Y7-11f_' 4000 164 common(3'12"x 0.162') 16"o.c.each edge face nail Floor 1 /2"long;1 /q"screws,Type W or S 10 Built-up header(2"to 2"header with li,"spacer) z a SET +�• 35• s• 83:• 635• 13? 16 rod ins tzss Mind lass 1240 7t 4000 Lgrazt 1125• i - 164 box(31/2"x 0.135') 12"o.c.each edge face nail 4-8d box(21/,"x 0.113');Or 5 d 1 /q„galvans ed roofing nail;staple galvanized, 7 7 STRR172 , , F;--- •�-�.: , AT h °/ic' 4/.`_T 635' 635• =i"°rC•�.+�'' 4000 '• '' ' '• ' 36 5/8"gypsum sheathing 3 , , ;- /6154 1255 1445 16 t0d toss tz4o 5-8d box(2 !,"x 0.1 l3");or 3-8d common (2l/,"x 0.131");or I /g long; ( /g"screws,Type W or S AT S• /s s• 83: 635• 13? <tlj 4000 CS16 92s• Toe nail I ,. 21 Joist to sill,top plate or girder i Wood structural panels,combination subfloor underly g " 11 Continuous header to stud 4-8d common(21/2 x 0.131');or Toe nail 3-1Od box(3"x 0.128'):or P ymenttoframing 1.0esl Design of t,orthebe ring toad fromthedoplate. Length, TSI I steel strength of the rod or coupler mit,or the Learing toad from the top plate. csls 1125• 4-IOd:box(3' x 0.128") 3-3"x 0.131"nails 37 3/4"and less 6d deformed( "x 0.120')nail;or 1 1,114w, 6 1� 2Allowablebondstrengthloadsli vebeenincreased331/3%foreatthpuakeorwind i szs z oa lass s farad fns 1410 164 crommon 3 / "x 0.162" i6"o.c.face nail 4"o.c.toe nail 8d common(21/2"x 0.131")nail loading with no further increase allowed;reduce where other loads govern. tbt' .• :r { 2 ) 8d box(2 /, x Q.1 13') 3.For two pour condition,Increase anchor length and embedment 4'. Fastene s SrisP SPF 12 Top plate to top plate lOd box(3"x 0.128");or "� 38 7! 1• 8d common(21/2"x 0.131")nail;or d.Couplernut tobeA307orbetter. 1 Model No. 12"o.c.face nail Rim Joist,band joist or blocking to sill or top 8d common(2 / "x 0.131");or g - 1 •. 6 12 S.Tensionloads for steel arebased angrade A3071SAEIOIBthreaded md. t stud Plate/Foundation upnhp33) upnn(16o) upnaq:33) Upnn(160) 2 8d deformed(2 /2 x 0.120")nail S,TheSTRRfisystem consists ofone bearing plate,one+h XITallthreadmd, I DSP • &t0dX1h 2.10dxtss 660 660 549 8-1 0comm n(31/2" 2 22 plate(roof applications also) 30x 0 131"nailsl28),or 6"o.c.toe nail ; 39 11/g"-11/q" S10d common d deformed (3"x'Ox 148")nna'it r 6 12 and one°Wcouplernut withvdtnessholes.'ITthreadedmdbyothers. s N 6.154X1% T35 685 6so 545 8-l 6d common 3 / "x 0.162");or - 760 Double top plate splice or SDCs A-D2 with seismic braced 12-164 box(31/2' x 0.135'0 or 1 ( z ) t 10-t0dx,K _ 1240 1240 to6s loss wall lines spacing<25' 12-I Od box(3"x 0.128' ;or 3-8d box(2 /2"x 0.113');Or I For Sl: I inch=25.4 mm,I foot=304.8 mm,I mile per hour=0.447 m/s;1 ksi=6.895 MPa. t2 tooxlls _ trio 1360 tum 1170 O P' g ) Face nail on each side of end joint I P Snso6 24-166 Sinker Embedded 3195 3195 2750 2750 13 12-3"x 0.131"nails 2-8d common(2 /,"x 0.131"):or (minimum 2oint) splice length each 23 1"x 6"subfloor or less to each joist 3-IOP box(3"x 0.128");or g Face nail �� I os� 28•16dsiinnker Em.d°d 3720 ails 299tH 3295 Double top plate splice SDCs D0,Di,or D2;and braced side of end joint) wall 1 2sta les, I"crown, 16 r., 13/4"lon i 12-164(3 !2"x 0.135") �/� PH05-Sos3 14•Soswua ss AIR 4685 4MS 4205 4209 line spacing>_25' (cn,trirrued) Bearing rrnzz I 32-16d sinker WATtt 5250 5260 4595 5- (continued) • Plate TABLE R301.2.1.2 TABLE 8301.5 TABLE R301.6 WINDBORNE DEBRIS PROTECTION FASTENING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE TABLE R301.7 �° TABLE 8302.1(1) SCHEDULE FOR WOOD STRUCTURAL PANELS","d ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS EXTERIOR WALLS I � (in pounds per square foot) FOOT OF HORIZONTAL PROJECTION - FASTENER SPACING(inches) USE LIVE LOAD TRIBUTARY LOADED AREA IN ALLOWABLE MINIMUM MINIMUM FIRE ,;` ,:`A _ n STRUCTURAL MEMBER EXTERIOR WALL ELEMENT l I FASTENER TYPE Panel 4 feet< 6 feet< n SQUARE FEET FOR ANY DEFLECTION FIRE-RESISTANCE RATING SEPARATION DISTANCE , < Uninhabitable attics without storage' 10 ROOF SLOPE _ _ ravF' span_ panr•I span panel span g STRUCTURAL MEMBER Rafters having slopes greaser than 3:12 with thour-tested in accordance with ASTM E 119Use :'• 4 feet <is feet <_6 feet I n LJ180 i Fire-resistance rated <5 feet Uninhabitable attics with limited storage" 20 o to 200 201 to 600 Over 600 finished ceiling not attached to rafters Valls or UL 263 with exposure from both sides !1 t"t Into ext Imnber LSTA21 No.R wood screw based 0e1 yC0°�ed107�a TaC LSTA21 Flat or rise less than 4 inches r Interior walls and partitions H/180 Not Etre-resistance rated 0 hours 2 5 feet " anchor with 2-inch embedment 16 10 g Habitable attics and attics served with fixed stairs 30 20 16 12 .2.Mutdpb S1r4ps aWite used for t' length foot(1:3) Floors L/360 Not allowed N/A <2 feet "°Cred'oi W!u"• s O g Balconies(exterior)and decks` 40 Ceilings with brittle Finishes(including laser 3 F«aconrr.a�mood pa , ^ ' Rise 4 inches per foot(1:3)to g• g P /1360 i Double 2x i tmssMttertotop platustudt No.t 0 wood screw based pe per [6 14 12 and stucco) Projections Fire-resistance rated 1 hour on the underside'' >_2 feet to<5 feet 'A'rod mintmum txaaerameraas must x Fire escapes 40 less than I2 inches foot anchor with 2-inch embedment 16 12 9 required for header i on the samesktemlrauss a Ceilings with flexible Finishes(includin sum Not fire-resistance rated 0 hours >_5 feet length Guards and handrails 200" Rise 12 inches per foot(1:1) g gyp' U240 for 5TU+k or beam i hadertostudconreaW,s' ` I2 12 12 board} 4•TAe ,bntffwst pe.k,o.. /;inch lag screw based anchor Guard in-fill components` 5d and greater Not allowed N/A <3 feet I ! anNor bon type.immn,aro i W 16 16 16 All other structural members IJ240 i embedmem for PWs and with 2-inch embedment length For SL t square foot=0.0929 m2,I pound per square foot=0.0479 kPa, „ Openings in walls 25%maximum of wall area 0 hours 3 feet l tars.CmWdl T•AH WRSPE652 ! 3 Passenger vehicle garages' SO' Exterior walls-wind loads with plaster or Threaded Rod foranchorinOopbom. I c 5 For SL 1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N, t inch per foot=83.3 mm/m. H/360 s.For SM.atlowabk Imo:are i c HT 22 stucco frnish Unlimited 0 hours 5 feet , , 1 mile per hour=0.447 m/s. Rooms other than sleeping rooms 40 ° mstd on a m;nrmum eM ;� tC Exterior walls-wind loads"with other brittle Comply with Section 8302.4 <3 feet CNW Coupler Nut aswrce equal to the length of .n a.This table is based on 180 mph ultimate design wind speeds,V.,,,and a 33- I Sleeping rooms 30 8301.7 Deflection. The allowable deflection of any strut- H/240 embedmeR For shonu end i t foot mean roof height. P g , finishes Penetrations All Minimum dfstances•felertothe cmerd STTT08 T� tural member under the live lou. listed in Sections R301,5 None required 3feet edge distance I SimpsmCablopforWood v b.Fasteners shall be installed at opposing ends of the wood structural panel. Stairs 40 Exterior walls-wind loads'with flexible finishes H/120' _ ,- _ i ,I i and 8301.6 or wind loads determined by Section R301.2.1 C°rMmeoivr cov,000a Fasteners shall be located not less than 1 inch from the edge of the enol. _ s.ATR.Aa Thread Rod or g P shall not exceed the values in Table R301.7. Lintels supporting masonry veneer walls` U600 1 foot=304.8 mm. Mint um end : Ar,a,orsat. c.Anchors shall penetrate through the exterior ural! covering with an Not Applicable. � " •e � � embedment length of not less than 2 inches into the building frame. I Note:L=span length,H=span height. r^� ,';o ; :e• W Fasteners shall be located not less than 2'/7 inches from the edge ofa. For the purpose of the determining deflection limits herein,the wind load if cave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the eave if fireblocking is provided from the wall top plate to ide of the roof sheathing. concrete block or concrete. shall be permitted to be taken as 0.7 tithes the component and cladding inders d•Panels attached to masonry or masonry/stucco shall be attached using (ASD)loads obtained from Table R301.2(2). If cave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the ea,,e provided that gable vent openings are not installed. \ vibration-resistant anchors having an ultimate withdrawal capacity of not It For cantilever members, L shall be taken as twice the length of the less than 1,500 pounds. cantilever. l ALL STRAPPING AND CONNECTIONS SHALL BE INSTALLED IN STRICT CONFORMANCE STRAPPING AND HO..,IDOWN DETAILS WITH THE MOST CURRENT AF&PA WOOD FRAME CONSTRUCTION MANUAL W.F.C.W.) - ~ AND SPECIFICATIONS OF THE SIMPSON STRONG TIE CORPORATION 4_ 8d Gorlwsm t,4115 t6% --�1tlr�a61JI • 2x4 Gort!ruous �-IOd?!ails,typical lateral brace e.ltx4e !rg" rk1'(' fi ltsa every other legit chi confer' ' Hall 1-ble . • �j in o row to provide the l+1rNG� H allows pacingcoda-raQuffd mfnimvm �g center-to-canker It inc)ie� holddown 8il lbd rarrmon nai18 ° Cytblo end studs installation I I Endwaft spcizIns for Halls Corner stud ° u > Holddown, connected to tlAl Ep a transfer shear ;° PORTIOisI } GUAR r nails Common 12'PURI dr>�tRll Frye W QT ' qti/� nails 8t 6" D.C. ° e ���}� \ 00 A^ B ATV / 1 • ' • V �r oS2 ---�;' a• 2x4 61Qak fulled to each brace A � ''" -A with 4-10d halls ► uc': m Oryrtall Scram, 10, cri Center � � $�4�" �• `� kp SPAN lr � STtLraP cos tu_LTTo�l ) L2owr 1 DCvIceS b_y Str�QsotiJ htz-oJc, n� lox •° • 12 inches oll screrls 7a F s�4ao5 aNAx. ts+� 1'14'x 3 0✓~ x 20 G Aauu� PtSo sae,E S ps rou a itis . '' ° Provide mhlTwrn �� , On Center .•� Note: 5tr m be Installed C.01t,IF i"7 srE.Aa - sIr1,T' pV sreoa,_tt, �lacszo • '• over f ood sheathing F �o Tr-oslney 5,TYucTu2E-5 - PAr->S 90 MIN 'r•. .. t ° e Mk end distance p ilkf blocking ACY11VA-1.M65 12f 1Z 11160-OT CX10 <t ���� RF�AR ' 3 w. rcbar In 4-Sd Goftmon nalis rrtln. 5tra s ma t?0 installed OF NEw Ph•1t•"fr� L Sll',Z us r__ {(,) 0d cw'+^ t s.Tra1>~S rwo . s„ru TI-1 w, _.. LEt�6TN ;C:stn,` ,;`' , c T?sf-AOS PF 108 .,' :ia ft, P„t 7 7/111, �<iSC�S'fAY3 FraS+1:uE2`j •' :►; ;:; fshetx 5i Pr N_57RONG-TIE G52d Nater p y 20 ga, 5trga Fnditiall studs �� Bq 1'p Pt M)"A 7► Sim vsF {'4) Bd GorY,r+,av .i/�iL} 3,•:" + \N R '9 -.- ,•, ,., I/7 MIN. ( I2 min. over plywabd sheathing �- PRw1t SreaPAT E�LIa PAI 4L, 0� ra�f�tCS X51 �Er-forrTetc T so F�c,Xy -ris, �cx•ies+.� SIMPSON 5TRONG-TIE • : FROM relxtr GOfI_ED STRAP `ea1L 10-$d Na f I3 s A m 51MP54N �NG-TIE 0520 .; :. ,� fr sz•a.ta+�cs�tG sabT 2E4D Vr.]1•a£•rsl ccsl.x+Q.'r1'�•a A?_� f� E•-tis-,uc,, couS-Y-:.so�`tcx..t. `a1T�Ng14R.1, 12 GA., GALV. , uSfE� :274 f'tli.a. ArTT]UAC.4D 1a �rY.>•i l°AifL of W ( T� �•'�' StL>E t�trat�APP�.U-1'l"tC34.lS Mt?.+,rn�il�'l T U�'L1FT CONNECTION: FLOOR-TO-FLOOR I GDIL�D STRAP Ft�S iA•i LAf1pF&-n.4I%-o CTLINIS BRACING GABLE EN as d� �rrl�-• 2 ��U"S HOLDdWN, PE [K5TAI.I. AT EVERY 57UD I6 IIZGF'�1w5 ON CENTER PINALL H0-00L-.)J -NPE- 4 }E.W or- E-!15nQC, 5)=E PLAN FOR LOCATION5 IRSTALL b BEET ON CENTER MAxIKN SEfr PLnt..J Fae_t.cz_K,'noLJ 601--LS crlol i 9 -F Is I 1 .2 E3039 1 SCALEomlon N[0 : N.T.S. . �21 MAY 19 �4•Bolts,4 total �g q s X V smooth shMK I O 9 Il ifid Gammon malls ° ` 811 Id Connor,Halls d" mammon nails min. Ftot-dipped golvarilzed i DRAWN BY: J.E.T.REV. o ° d ° e 0 ° ° ° ° DATE: 22 FEB 19 REV. f o mo other Anll hate a°° o �eAR IN in a rto provide the I � ° ° SHEAR CONE coda-required mltlmvm ° ° canker-to-tenter 12 Inches v . •�. '.r. � * 1.ENG11•i °°o ov °p °° I rEM12 MIN. sP G[ for naffs hate: Prguide o 9 p �SAR LEGTH far all Hp Rdf erga'la�s _ PROJECT NO.12• MiN. 13 Inches A& IRVJ " RE6Al2 , ° o ° 4 LEi•*TH - a 2 -Yl X3'Exponslon Botts 6 r0 �.� �- 51Mf'S0N 5'rRt�N�-Tliw o • ° �3O R , ..t:' - DRAWING � d FJA. 12 GA.,GALV. r.,.;'= ;,"'`r i )fop strapp og txxicr ,,•' '' 4 OF 2MF`: TRDNG-TIE 1 MIN.s BAR t�-_�1 : avid up Wide locos f plate. �' • �G,;�mo�nails rnllt, � TH ETAS, 10 GA.. GALV t' 2-ed n41116 00 046side 01 Plato �latat r g m � HOLDOWN: TYPE 4 Ili Notat Straps m bo installed �t ap ay be lnstallad SIMP50N STRONG-TiE ;1: over fy wood sheag thin lover piyrfood shetal:hing AT EXI571NO CONSTRUCTION HOLDONN: FLOOR-TQ--FLOOR SOH014, 12 GA,,GALV, Foundotim vial[ I THESE PLANS ARE AN INSTRUMENT SERVICE AHD ARE THE PROPERTY OF THE ARCHITECC T. INFRINGEMENTS SEI- PLAN FOR LOCATiON5 5EE PLAN FOR LOCATIONS T $IMPSO TRONI-TIE 0520 SfMPSON STRONG-TIE 0520 WILL BE PROSECUTED. rT - - GOIL.>rp_S�ZAP__ COILED STRAP HOLDOM: TYPE 2 HOLDONN. 1 Irid PE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND + MEASUREMENTS IH THE FIELD AND BE RESPONSIBLE FOR SEE PLAN FOR LOGATION5 5EE PLAN FOR LOGATION5 J5 11 FT 60NNEOT10N: ROOF--TO-WALL FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL UPLIFT CONNECTION: FIRST FLOOR FRAMING INSTALL ON EVERY RAFTER ib INCHES ON CENTER BE MADE IN BEHALF OF THE CONTRACTOR FOR AHY ERROR OR NEGLECT ON HIS PART. . IN5TALL AT EVERY STUD ib INCHE5 ON CENTER C 2019 Thalheimer Architecture THE DETAILS BELOW ARE SHOWN FOR PURPOSES OF AIR SEALING AND 2015 0 1 5 IEC ^ / ^0+(o N I�IBI 5 U FFL E` J E NT C O` 1 FL ( AN C E DATA CONFORMANCE TO 2015 IECC.THEY ARE NOT MEANT FOR DESIGN OR 1 (v_ 1 I IMI IMI AESTHETIC PURPOSES. THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF HIS/HERS KNOWLDGE,BELIEF AND PROFESSIONAL JUDGEMENT THE ATTACHED PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS R401 THROUGH R404 OF THE ENERGY CODE. ROOF SKYLIGHT EXPANDING FOAM SEALANT —ROOF RAFTER ATTIC INSULATION L� I I T RIGID INSULATION ATTIC FLOOR FRAMING -- --- --- - GENERAL O I ES R-VALUE/THICKNESS PER CLIMATE RIGID INSULATION'R-VALUE/DEPTH PER CLIMATE' TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 1) ALL WORK IN THE PROPOSED ADDITION AND ATTIC INSULA.TION SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED // A continuous air barrier shalt be installed in the AREA OF ALTERATION SHALL CONFORM WITH THE _ EXPANDING FOAM SEALANT building envelope. 2015 IECC AND THE 2016 N.Y.S. SUPPLEMENT. THALHEIMER General requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a CONTINUOUS BEAD WOOD TRUSS FRAMING - / q sealing material. A R C H I T E C T U R E air barrier. OF SEALANT // Breaks or joints in the air barrier shall be sealed. 2) PRIOR TO FILING FOR CERTIFICATE OF SHEATH INTERIOR OF / OCCUPANCY, GENERAL CONTRACTOR SHALL ATTIC ACCESS TO / The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and an gaps in the air COMPLETE AND POST A PERMANENT +1" OF INSULATION LEVE / y p The insulation in any dropped ceiling/soffit shall CERTIFICATE' AS PER SECTION R401. 3 TWENTY ONE / Ceiling/attic barrier shall be sealed. FPe e INSTALL SHEATHING AT ATTIC ECHANICAL LATCH TO PRESSURE Access openings,drop down stairs or knee wall doors be aligned with the air barrier. SIDE OF SKYLIGHT SHAFT 1" RIGID INSULATION SEAL AT WEATHERSTRIPPING to unconditioned attic spaces shall be sealed. 3) SEE DETAILS BELOW FOR INSULATION R - CENTER STREET Cavities within comers and headers of frame VALUES OF TYPICAL CEILING, WALL, AND FLOOR The algid. tion of the foundation and sill plate shalt be walls shall be insulated by completely filling the CAVITY CONSTRUCTION NORTHPORT T SKYLIGHT SHAFO seated. CAVITY INSULATION cavity with a material having a thermal resistance CEILING GYPSUM BOARD Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. ATTIC INSULATION ACCESS PANEL MANUFACTURED PULL DOWN STAIR walls shall be sealed. Exterior thermal envelope insulation for framed 4) SEE ATTACHED DATA FOR REQUIED WINDOW NEW YORK —GYPSUM BOARD LINER DRAW ACCESS PANEL SNUG 0 AS AIR BARRIER Knee walls shall be sealed. walls shall be installed in substantial contact and / DOOR FENESTRATION 'U' AND 'SHGC' FACTORS CONTINUOUS BEAD continuousa)ignmentwiththeairbarrier. The space between window/door jambs and framing, 11768 WITH P OF SEALANT Windows,skylights and doors and skylights and framing shall be sealed. 5) SEE ATTACHED ENERGY CODE INSPECTION TRIM AS REQUIRED CHECK LIST FOR REQUIRED INSPECTIONS, FINISH CEILING � CONTINUOUS BEAD Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. 631 754 6621 OF SEALANT Floor framing cavity insulation shall be installed BLOWER DOOR TEST, ETC. to maintain permanent contact with the underside of subfloor decking,or floor framing cavity 6) A MINIMUM OF '159. OF PERMANENTLY CONTINUOUS MINIMAL Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with EXPANDING FOAM AT cantilevered floors) of insulation. the top side of sheathing,or continuous insulation INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY installed on the underside of floor to framing and LAMPS AS PER SECTION R404. 1WINDOW PERIMETER extends from the Pof all perimeter floor framing members.D DETAIL �T SK 'SIC - � �J ilL AT ATTIC HATCH JH DETAIL / T FULL DO WN JTTIjtJIR Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to the overlapping joints taped. crawlspace walls. Duct shafts,utility penetrations.and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be sealed. i Batts in narrow cavities shall be cut to fit,or WINDOW UNIT AS i Narrow cavities narrow cavities shall be filled by insulation that IIII on installation readily conforms to the available AIR BARRIER cavity space. Air sealing shall be provided between the garage and i Garage separation Pr g _ \J CONTINUOUS MINIMAL conditioned spaces. EXPAN D I N G FOAM AT I Recessed lighting Recessed tight fixtures installed in the building Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. WINDOW PERIMETER } Bart insulation shall be cut neatly to fit around �--I wiring and plumbing in exterior walls,or PROVIDE RIGID Plumbing and wiring insulation that on installation readily conforms to INSULATION BAFFLE CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD 1 available space shall extend behind piping and INSTALL 1" RIGID OF SEALANT wiring. AROUND VENTILATION CONTINUOUS BEAD OF ADHESIVE The air barrier installed at exterior walls ad•acentto CHUTE-FOAM SEAL INSULATION AT CONTINUOUS BEAD Shower/tub on exterior wall showers and tubs shall separate them from the Exterior walls adjacent to showers and tubs shall BOTH HORIZONTAL AND CONTINUOUS BEAD showers and tubs. p be insulated. RIGIDI PERIMETER OF HESIVE CAVITY INSULATION OF SEALANT COONTDINUOUS BEAD The air barrier shall be installed behind electrical or RIGID INSULATION DRAINAGE PLANE VERTICAL POSITIONS 1Elerttical/phoneboxonexteriorwalls communication boxes or air-sealed boxes shall be 0 CONTINUOUS BEAD OF SEALANT INSTALL EXPANDING I (LEAVE 3/8" GAP FOR OF SEALANT installed. PROVIDE STUD CAVITY CLOSURE FOAM SEALANT AT I EXPANDING FOAM) FLOOR TRUSS 4VAC register boots HVAC register boots that penetrate buiidingthermal g envelope shall be sealed to the subfloor or drywall. ON THE BACK SIDE OF EACH INTENTIONAL GAPS I - _ 6" 10" SEE ELEVATIONS FOR SIDING FINISH _ 3/4" EXT.GR PLYWD.SUBFLOOR—� 2 x 6 FRAMING W/ - - 2 x 6 FRAMING W/ GRADE EL. t6. 5' BAtt INSUL.SEE PLAN R 19 BATT FRAMING R 19 BATT fNSUL. 'Lw' BARS "4 612"O.C. 'Lw' BARS "5 m12"OC a DRIVEWAY EL. 19.25'- 5.25' a e FJ SEE PLANVAPOR BARRIER 5/all „ „ 5/8" CDX PLYWD.SHEATHING CEMENT STUCCO FINISH AT II I CEMENT STUCCO FINISH AT 8' ELI TYPE X GYP. ALIGN W/FOUND.EDGE EXPOSED SURFACES EXPOSED SURFACES EXT.GR PLYWD.SHEATHING WA FIN.At - I - WALLS OF SHED '. II SPRAY ON WATERPROOFING ' °II. I SPRAY ON WATERPROOFING TKALIIEINIER . i ALIGN W/FOUND.EDGE SEE ELEVATIONS FOR .. j . d . EXTERIOR WALL FINISH d. II. I 2 CLEAR II ( A R C HI T E C T U R E (2)2 X 6 A.CQ. «5 REBAR CONT.AT LER ° I 3" CLEAR PLATES OVER SILL SEAL AND TOE GRADE v TOE GRADE • ANCHER BOLI WITH _ � TD.FOUNDATION l2)2 X 6 A.C.Q. EL. t4.5' TO 5.9' 11 EL. 15.25' • °�• II I WASHER SEE SCHEDULE CONT.COPPER TERMITE SHIELD C I POURED CONCRETE WALL AND FOOTING a POURED CONCRETE WALL AND FOOTING TWENTY ONE ° . • : y- G R A D E PLATES OVER SILL SEAL INSUL., I l FOR SIZE AND SPACING °JR ° - FIBEROUS EXPANSION JOINT CONT.COPPER TER ITE SHIELD 0 I�} P BARS 4 9 O.G. - �I VERTICAL KEBABS CONTINUOUS INTO P BARS "5 �9 O.C. JCENTER STREET "5 REBAR CONT. -III- ImoKEYED FOOTINGAT T.OW - -1 « II 'Lb' BAR(5)04 �° I 'Lb' BAR (6)05 VERTICAL REBARS CONTINUOUS INTO NORTHPORT 4 BARS V.6 12 O.C. I II +�. . Q TD.SLAB II y 5/8" DIA.X 161.ANCHOR BOLTS it a . ail 18" SPLICE CONNECTION SI III- KEYED FOOTING -1 11= _ • �j . 'o' BARS Hk"4 � I 'o' BARS H�"5 � i it �_ w I " °1 I I'-011 NEW YORK tv I'-0" 9" O.G. AT BARS �P� --� 1 �,•�_hV,,�l.�,, �. � � � -- I I 8" POURED CONIC.WALL 9 O.G. . II - h 8 POURED CONC.WALL �" .�-'` ' ° II a d 117fiB 4 CONCRETE SLAB OVER -e I�if r-1,' � �-�`1.1`^;� �,r;�� l• , a:< h.• 04 BARS V.6 12" O.C. I 6 MIL.POLY.VAPOR BAR O AND COMPACTED FILL 631 754 8621 DAMPROOFING (SEE SPEC.) 4" CONIC.SLAB W/ rI l IS SPLICE CONNECTION 6 X 6- 10/10 W.W.F.OVER ° FORMED KEYWAY 6 MIL.POLY.VAPOR BAR ilii � -��_- ,�=^•_�- � -_J 4 6" POROUS FILL IIID _ FORMED KEYWAY a • d °' : ij 32" x 12" POURED CONIC.FTG. . aI Vii•. I ___y 8" X 24" POURED CONIC.KEYED IF GROUNDWATER IS PRESENT AT IF GROUNDWATER IS PRESENT AT J4 a HAUNCH END OF SLAB fill FOOTING EXCAVATION DEPTH PROVIDE 6" EXCAVATION DEPTH PROVIDE 6" ° .. • < •. •a .: (4)05 REBAR CONTINUOUS �i 3'-5" COMPACTED CLEAN GRAVEL BASE 4'-4" COMPACTED CLEAN GRAVEL BASE (3)"�✓ REBAR CONI.AT FOOLING PRIOR TO FOOTING POUR PRIOR TO FOOTING POUR IF GROUNDWATER IS PRESENT AT "mss= a a° a4' "4 BARS ® 12"O.C.BENT � - �� IF GROUNDWATER IS PRESENT At INTO FTG. 2 -8 EXCAVATION DEPTH PROVIDE 6" Q �" EXCAVATION DEPTH PROVIDE 6" 3500 PSI CONCRETE 9 28 DAY STRENGTH 3500 PSI CONCRETE 6 28 DAY STRENGTH COMPACTED CLEAN GRAVEL BASE 04 BARS 6 12"O.C.BENT 2,-0„ COMPACTED CLEAN GRAVEL BASE STEEL YIELD STRENGTH OF 60.0 KSI (UNCOATED) STEEL YIELD STRENGTH OF 60.0 KSI (UNCOATED) PRIOR TO FOOTING POUR INTO FTG. PRIOR TO FOOTING POUR WATERPROOFED WALL WATERPROOFED WALL SEE WIND RESISTAINT CONSTRUCTION DETAIL SWEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS I" It rj--� DETAIL ,'4�' OI��ID AT I Ol�l WITH C RAUJL.S 'AC 2 DETAIL ,�T SHEDFOUNDATION 3 LAWN EE T A I N I NCz WALL � D R � u� UU,1-�I`� "'� T A I lel I Nr_-z WALL °1 �g SCALE : 3/4" 1'-011 Ig SCALE : 3/4" 1'-0" �8 SCALE : 3/4" 1'-011 IS SCALE : 3/4" 1'-0" CN FLUSH A.C.Q.LEDGER BOARD WITH (2) 1/2 O THRU BOLTS STAGGERED PER FRAMING BAY INTO HOUSE STRUCTURE SEE PLAN FOR SIZE I" BLUESTONE, RANDOM AND SPECIES OF PATTEN,MORTAR SET FINISHED DECKING W AT PLATFOR'1 FINISH t.0_SUBFLOOR _ _ A.G.Q. DECK JOISTS. ' POST FROM ABOVE. SEE PLAN SEE PLAN SEE PLAN SEE PLAN FOR SIZEr /\ SEE PLAN FOR LOCATIONS 2"THICK BLUESTONE TREADS H2 TIE 1 AND PLATFORM BORDER 1 " i :•.;•,;i,: MORTAR SET t0 4 tHK CONIC. A.G.Q.GIRDER LU HANGER STEEL BEAM O da . : 111 SLAB W/6x6 10/10 W.W11.OVER SEE PLAN FOR SIZE WEB STIFFENERS AS REQ. FSI X a X. a '` COMPACTED BASE. THERMAL EDGE A.G.Q.FLUSH LEDGER BOARD.SEE BG POST CAP X: X .a..., PLAN FOR SIZE A.C.Q. WOOD POST. I I. II II W SEE PLAN FOR SIZE 6 X 10 X 1/2 WELDED ON THIN STONE VENEER RISERS A.G.Q.DECK/PORCH JOISTS SEE PBS POST BASE BEARING PLATE W/l4)I/2" DIA. a - AND PLATFORM APRON FINISH PLAN FOR SIZE AND SPACING WITH 1" BOLTS PER COLUMN . .- � X° � GRADE _ STAND-OFF - STAINLESS STEEL FLUSH JOIST HAUNCH SLAB OVER CONC.WALL HANGER BY SIMPSON G R A D E — - STEEL COLUMN (SEE PLAN FOR SIZE) SEE PLAN FOR FOUNDATION FROST WALL AT STEPS Q 4" CONC.SLAB v• � O O O 12" DIA. � l a CONCRETE FILLED I _ , 8" X 10" X 3/4" WELDED ON F4 oO oO oO SONOtUB I BEARING PLATE W/(2)5/8 DIA. V ANCHOR BOLTS EMBEDDED a° 8" MIN. SPLAYED BASE OR 1/z" DIA STAINLESS STEEL THRU I - i� a Ii. CONIC.FOOLING ~ A a "° BOLTS At LEDGER TO WALL SEP LANOOtING. \J _� :�i. °i�_a -� (SEE PLAN FOR SIZES) CONSTRUCTION.PROVIDE (2)BOLTS - . -' �- H PER FRAMING BAY STAGGERED AS -_- _ F-I "5 KEBABS � 7 I/2" OZ.EACH WAY -- GRADE 60 REINFORCEMENT V SHOWN ALL STRUCTURAL LUMBER FOR DECK SHALL BE A.G.Q.TREATED WITHOUT AMMONIA -' - --- ( I UNDISTURBED SUBGRADE QI ALL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL.NO SUBSTITUTIONS 2 TON MIN.BEARING CAPACITY r EXTERIOR PLATFORM / STAIR DETAIL � DETAIL_. � LEDGER 50ARDr-,_-'� WOCD FRAME DECKra'), TYPICAL COLUMN DETAIL 1S SCALE : 3/4" 1'-�c�" �$ SCALE: 1'/z II 1'-0" 18 SCALE : 3/4" 1'-011 �g SCALE : 3/4" 1'-0" O 00 mow , tin M ZD N�9 �• 0213 y0Q' OF N SATN 3/4" BLOTS STAGGERED AT 2'-m" O.C. LAUNDR`( � oF�Acv y HIGH STRENGTH ����N Aq 0 INTERIOR WA FINISH � E R R LL 4 1 < 'i as ,x (SEE PLAN) - 1 � �:. ........\\....,., ::::::r^`:, ), )�( ) (( ')? T')o( �c�1 j)� )0( ;�(( �) )O n RAISED STRUCTURAL w (2) 3/4 BLOTS AT I EACH END HEADER SEE PLAN FOR HIGH STRENGTH SIZE 3/4 CDX PLYWOOD SU 00 BLOCKING IN WALL AS B L R _ OO REQUIRED �u; SCALE:AS NO "D _ 21 MAY 19 -- -_- _ - -_— ---- J.E.T. DRAWN BY: REV. E . - FLOOR JOIST FLUSH BEAM (SEE PLAN) BEDROOM (SEE PLAN FOR SIZE) DATE: 22 FEB 19 REV. :...::;:. RECESSED DOOR PUI3LIC SPACES TOP MOUNTED BEAM HANGER TRACK SEE SPEC. a FRAMING STAGGERED 2" x 4"WOOD STUDS 6 6" WALL 1/2" BLOTS AT 28" O.C. 2" x 4" WOOD STUDS a 16" O.C.ON 4" WALL STAGGERED ((i PROJECT N0. �� 6 FLUSH TECO JOIST HANGER I I POCKET DOOR SEE INSULATION FULL THICK SOUND ATTENUATION BATT INSULATION TO FILL STUD e � �� ;1) SCHEDULE FOR SIZE jp WOOD BLOCKING 2 �' CAVITY BY 'ROXUL' " =" LLI MIN. THICKNESS FLUSH FLOOR JOIST o ( i l FINISH BATH /LAUNDRY PROVIDE Sia" GOLD BOND XP GYPSUM DRAWING LU LU 7 I .I, BOARD WITH SPORGAR) (PURPLE)OR '/z" WONDER BOARD AT of �� STL. BEAMANF SI S) (2) MICROLAMS W/ STEEL 0) o WALLS t0 RECIEVE STONE OR TILE. Q SEE PL OR SIZES) - - ° PLATE THRU BOLT WITH 3/4" 5 BEDROOM /PUBLIC SPACES PROVIDE Na GOLD BOND GYPSUM DIA. HIGH STRENGTH BOARD AS BASE LAYER AND Sia"GOLD BOND SOUNDBREAK AS BOLTS 24" O.G. STAGGERED FINISH LAYER INSTALLED AS PER MANUFACTURERS THESE PLANS ARE AN INSTRUMENT OF SERVICE AHD ARE SEE PLAN FOR SIZES SPECIFICATIONS. THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. r;- DETAIL. AT STEEL. 5EAM FRAMING Im DETAIL. AT FLITCH PLATE >> DETAIL. a FOC ET DOOR 12 SOUND MITIGATION WALL. DETAIL. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Q MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR IS SCALE: : 1-1/2" 1'-011 1V SCALE : 1-1/2" 1'-011 SCALE : 3" = 1'-0" SCALE : 3" x 1'-0" FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. . C 2019 Thalheimer Architecture FIBERGLASS ROOF SHINGLES SINGLE PLY MEMBRANE ROOFING T:FIALHEIMER SYSTEM OVER TAPERED RIGID ROOF RAFTER \ 15"ROOFING FELT INSULATION OR PLYWOOD. A R C H I T E C T U R E - ROOF SHINGLES 5/6" PLYWD.SHEATHING PITCHED MIN.2" /FT. 2" CONT.ALUM.VENT 3/4" PLYWD.SHEATHING TWENTY ONE 30"ROOFING FELT \ ALUM.DRIP EDGE 2" CONT.ALUM.VENT CENTER STREET 3/4" PLYWD.SHEATHING RUN MEMBRANE OVER ALUM NORTHPORT 2x6 OUTRIGGERS _ ALUM.GUTTER ; DRIP FLASHING INTO GUTTER FIBERGLASS RIDGE CAP AT VENC Ix2 TRIM NEW YORK OVEIN VERSATEX R IxlO RAKE - � 1X10 VERSATEX FASCIA. ALUM.GUTTER 1176B r�X, CONT.RIDGE VENC I I I CEILING JOISTS VERSATEX PANEL SOFFIT. 1 X 10 VERSATEX FASCIA ti W/ BATT INSUL.SEE VERSATEX PANELS AT SOFFIT WITH 1X2 TRIM At JOINTS. 63t 754 8621 1X2 TRIM AT JOINTS.VERIFY IN PLAN FOR SIZE AND VERSATEX PANELS WITH I X 2 RIDGE BOARD.SEE PLAN FOR SIRE FIELD LOCATION VERIFY IN FIELD CEILING JOISTS TRIM At JOINTS.VERIFY IN FIELD \ FIBERGLASS ROOF SHINGLES.SEE SPECS tp_2�, IX4 VERSATEX FRIEZE BD. W/ BATT INSUL.SEE 2" CONT.ALUM.VENT / 1x4 VERSATEX BARGE BOARD MAINTAIN AIRSPACE PLAN FOR SIZE AND / 15"ROOFING FELT OVER BLOCKING AS REQ. 5/ VAPOR BARRIER LOCATION tl'-2" 1 X 4 VERSATEX BARGE BD. No" THK GYP BD. 5%" CDX.PLYWD.SHEATHING SEE ELEVATIONS FOR WALL SIDING R 19 BATT INSUL SIDING FINISH SEE ELEVATIONS FOR MAINTAIN AIRSPACE VAPOR BARRIER ROOF RAFTER SEE PLAN FOR SIZE 5/a" THK GYP BD. 5/8" PLYWD.SHEATHING 5/e" PLYWD.SHEATHING CEDAR SHINGLES t0 MATCH R 19 BATT INSUL EXISTING 2x6 FRAMING 2x6 WALL FRAMING 5%" PLYWD.SHEATHING SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS 2x6 WALL FRAMING rj DETAIL AT RIDGE VENT 2 RAKE DET AIS 3 SOFFIT DETAIL r4 SOFFIT DETAIL 01 lg SCALE : 3/4" = 1'-0" lg SCALE : 3/4" = 1'-0" lg SCALE : 3/4" = 1'-0" 19 SCALE : 3/4" = 1'-0" 0 I� 2x6 FRAMED WALL THK PLYWD.SHEATHING W SEE ELEVATIONS FOR SIDING FINISH BOTTOM OFDGE i AD WIT N R CL 2 x 4 TOP AND BOTTOM CN ING SEAM ROOF PRIMED TRIMALUMINUM S RAIL IN CLEAR WHITE OAK W ��D 6 X 6 POST CLAD WI71; FINISH AS SELECTED BY O ALUM.APRON FLASHING OVER 30"ROOFING FELT TRIM OWNER BLOCKING AS REQ.FOR SIDING DEPTH PLYWD.SHEATHING (2)P4 x IN MICROLAM E3EAMS �y 4 x 4 CLEAR WHITE OAK CLAD WITH TRIM �j "COR-A-VENT" ROOF-2-WALL NEWEL POST WITH 1/2" REVEAL H � VENTILATION PACKAGE 2 x S ROOF RAFTER 6 16 O.C. LIC:NT TRACK RECESSED IN w _� At GAP WITH OAK BACKING tr INSTALLED AS PER MANUF.SPECS. E3EAM 0 N — W/ALUM.CAP (oilICE E WATER SHIELD SEE SPEC. - O POL.STAIN STL.CABLE AND FITTINGS. SUBMIT CATALOG CUTS FOR „w ALUMINUM STANDING SEAM ROOF ALUM.DRIP EDGEcJU , c APPROVAL A., «a, SYSTEM OVER 30"BUILDING FELT, ICE ;a AND WATER SHIELD AND Sia" CHK ALUM.GUTTER 3/4" X 3/4" CLEAR WHITE OAK At PLYWD.SHEATHING 1 X 8 VERSATEX FASCIA OPEN RISER A$ PER CODE ROOF RAFTER SEE PLAN Z - - - - - - - - - - - - - - - - - - - TREADS -SQUARE E ATTACH t0 RIDGE � WALL ; ' ' � ._ VERSATEX SOFFIT W/2" CONT. — — — — — — — — — — — — — — — OAK WITH SQUARE EDGE VENT NOSING,EASED EDGES.3/4" 2 x 6 CLG.JOISTS PROJECTION PAST STRINGER I x AZEK TRIM OVER I/z" CDX FINISH AS SELECTED BY VERSATEX 'v' GROOVE PLYWOOD 6 HEADER OWNER CEILING FINISH AT PORTICO PERMACAST COLUMN WITH CAPa LER WHITE W C A E OAK OPEN FLASHING AT HEADER SEE PLAN t-a STRINGER WITH EASED EDGES ~ 1 x 4 VERSATEX 0 TRIM � 4 SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS RISER HEIGHT AND TREAD DEPTH t0 BE VERIFIED IN FIELD �I ��I 5 DETAIL AT APRON FLASHING / VENTr(,--� SOFFITDETAIL PORTICO -i TRUUSS ELEVATION �� _ � �� SCALE : 3/4" = 1'-0" lg NOT TO SCALE ra-'\NSTAIR ,/ RAILING� 11�C� 1���',4 I� �13CIO SCALE : 1-1/2 - 1 -0 19 �13 SCALE . 3/4 - 1 0 Ap Tyq /QCs00 LL 5' LL til j M V. 6 x 6 POST TO RIDGE CLAD 020�$��d T (P WITH 1 X PRIMED TRIM F N BATH WALL FRAMING — ---- NOT SHOWN SEE BATH WALL h; OUTLINE OF DOUBLE ROOF DETAIL RAFTER BEYOND �� AR yO1. '�' 1/2"GYP.BD.TO MATCH SOLID MICROLAM BLOCKING AT TILED WALL THICKNESS OF WONDERBOARp STABILITUj D AS REQ.FOR LINE OF RECESS t I/s" CHK.GYP.BD.FINISHOr 13/4 x llI/a MICROLAM TIE ON EACH �` y THICKNESS t0 MATCH SIDE OF DOUBLE RAFTER THRU .Y.v. THICKNESS OF FINISHED TILE CONNECTION EACH �P PLUS REQUIRED SETTING BED ' I BOLTED C ECtION At 5/a" x 6" HOIRZ.VERSATEX BOARDS R0 _ VERIFY IN FIELD PRIOR t0 I END.(2)1/2" DIA.BOLTS STAGGERED ON EACH SIDE SHELVING TO SE FULL DEI OF 2 X 4 A.G.Q.POSTS ON FLAT PTH E ALIGN W/ APPLYING i I x PRIMED TRIM TILE COURSING "J" BEAD BOTTOM - I ' 2 x 4 A.C.Q.VERTICAL POSTS ON SCALE:AS NOTE . @21 MAY 19 LL; ;• i BLOCKING AS REQUIRED FOR FLAT ANCHORED t0 DECK >: EDGE OF GYP.BD. `I' I STABILITY STRUCTURE BELOW DRAWN BY: J.E.T. REV. DEPTH OF RECESS TO BE FULL DEPTH OF _� 1 \ DATE: 22 FEB 19 REV. 1 1 x PRIMED TRIM WALL FRAMING I TK "WONDERBOARD TILE RECESS TO AS BASE FOR TILE LIGHT CRACK MOUNTED IN \ :: RECESS. VERIFY REQUIREDPROJECT NO 96 ALIGHN W/ WALL NGT.OF JOINT V. I.F. CLEARANCE PRIOR t0 I� COURSING W/SIZE OF TILE 4 LAYOUT FABRICATION PITCH BOTTOM 4 SHELVES OF RECESS TILE FINISH W/SETTING BED DRAWING TO Q - E DRAINAGE E I'-0" ofQ TRACK HEADT, THESE PLANS ARE AM INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. g TILED F.ECESS DETAIL FLUS--I TILE DETAIL, DETAIL AT COLLAR TIE / LIGHT12 DETAIL � SHOWER FENCE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 11 MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR 19 SCALE : 3" = 1'-0" 19 SCALE : HALF SCALE19 SCALE : 3" -- 1'-0" 19 SCALE : 3" = 1'-0" FIT AND QUANTITY Of WORK. HO ALLOWANCES SHALL 6£ MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART_ . C 2019 Thalheimer Architecture SURVEY OF PROPERTY SITUATED AT ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-02-23 SCALE 1"=20' JULY 13, 2005 AUGUST 16, 2005 REVISED H.W.M. PROPOSED LIPA (PRIVATE ROAD) OCTOBER DECEMBER 7. 007 2015DDED ADD TOPOGRAPHICAL SUURVEYW x•� ISLAND VIEW ~�•'•: • •, `� x�1 LANE AREA = 10,846.65 sq. ft. d• • ► •S 85• I0.• ' (TO TIE UNE) 0.249 ac. d• N 17'52'30 ,� . •, : , ; , 6.5 ' r.. ':;+::. 10 EaaE 21.60# .' ................. OF GRAVEL ROADWAY FauND RIGHT op ::y:,; . erN a. S �S'40' :� :. .�' :: s o4.1 A 4 :::4' ' 0 : x 20.00' .32� :.•:.•• ........ ...:::::::: :'. :10...0 PN+E s� N 85.40'30" WAj J�37' 197.00' O Cv O �g 1 ••• .�� �• A* n FOUND •• x 4 3 0 z QR PIPErn n r� o • y . C 1r* Ln PIPE124 Cn 0000, x W N a6�3 Oft O-TW, 5g + y `~'r y�' �� � UNAUTHORIZED ALTERATION OR ADDITION J N ,0 �j��y� (b TO THIS SURVEY IS A VIOLATION OF 1 A •�O+ : ! EDUCATIONSECTION ZLAW.09 OF THE NEW YORK STATE ta 1 --�v,�h� xIU COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR W $ \ EMBOSSED SEAL SHALL NOT BE CONSIDERED �� X2d TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 1L8 \ ONLY TO THE PERSON FOR WHOM THE SURVEY \ IS PREPARED, AND ON HIS BEHALF TO THE / \ LENDING OINSTITUTIONERNMENTAL USTED HEREON, ANDAND TO THE ASSIGNEES OF THE LENDING INSTI- • *RMON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS ANY, NOT SHOWNTAREFNOTCORDGUARANTEED. z lddS � PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED � BY THE LI.A.LS. AND APPROVED AND ADOPTED �M FTRLESASSOCIATIONY THE NEW YORK STATE LAND V4 2 � � 01MO cP. 00 !Z N.Y.S. Lic. No. 50467 Nathan Taft Corwin III or Land Surveyor y 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:M EXISTING CONTOUR LINES ARE SHOWN THUS: — —5— — Successor To: Stanley J. Isaksen, Jr. LS. F.FL- FIRST FLOOR Joseph A. Ingegno L.S. G.FL- OARAOE FLOOR TB - TOP OF BULKHEAD Title Surveys — Subdivisions — Site Plans — Construction Layout BB - BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jannesport, New York 11947 Jannesport, New York 11947 25-193C AFFENI) I X I A I SU1RVE*' C 2019 Thalheimer Architecture • r Proposed Action Existin vs. Proposed Covera a Detg LAMP POST EXISTING MINIMAL DIMENSIONS PROPOSED MINIMAL DIMENSIONS GE OF C,FtPv�� TO WETLANDS TO WETLANDS \ \ N \Np�t �WOOD OGf- POST. Wood Patio: 10' Wood Patio: 23' FENCE✓t ly ` o �1E House: 10' House: 23' eH FILL �tE i Leaching Pools: 36' Leaching Pools: 75' (Septic Tank 78' \ 1 q\0, WOOD 52 30 , . NCE 4.3/s �. BULKHEAD 10'Natural,Vegetated WIRE EDGE VEL DR AY N �'' S�L� F� EXISTING UPLAND(AA) PROPOSED UPLAND(AA) , ""'° COVERAGE COVERAGE -� nd Gravel Buffer FENCE (P�""°°' , 4 59.79• TOTAL LOT: 10,847 s ft, TOTAL LOT: 10,847 sq. ft, \ ,\ �gULKH3 W „ os• oa• so" 5>s'wancoK.a, ei �t,�te,------ --)-- �� - - ----------- - - ----- TOTAL(w ROW): 12,010 sq.ft. TOTAL (w ROW): 12,010 s . ft. \ \ TY POLE SILT F E _-�, -------------- Ebb _ _ _ s q ••\ 85 1,4" •'� NA7Gtld - - --fir-- '"" w cn �. I COVERAGE BREAKDOWN: COVERAGE BREAKDOWN: t - - waterpme wall " -�'"-` ----- a ' S 1 488 sq.ft-1St Story), [1,000 11 11q - -----='----' _ - 1 y'1 �' House: 731 sq.ft. House: , sq. ft.-2nd story] '\ • r ; A;, ,%i,- `- ``, `'A _----- '•,,,,.y// _ ', Propane;Tank ; ~ Option to move existing NAT Grid Patio: 546. sq.ft. 1}•40 ;' I; ;', - =;--t- ,I e ' i ' and Re-Connect to existing Wal sq.ft. Walkway: 145 sq.ft. Fiood� \ ._ NAT Grid poles Shed 44 s ft. q ft Shed: 91 sq.ft. O .3 Rear Yard I ,, 1 PROPO ED GRAVEL DRIVEWAY 1 ` - q• �3'� (ZBA-10/21/2016) �' �? sTAIRs 1 , ryta9 i' o '' 'twgoD) TOTAL COVERAGE: 1,414 sq.ft. TOTAL COVERAGE: 1,724 sq.ft.* -- / ( / o� ��= W o TOTAL UPLAND(AA)COVERAGE: 15.9%* TOTAL UPLAND(AA)COVERAGE: 13/o tiSia 1 ( 0 . p o ' ' M "Note that these coverage calculations do not include a 318 sf patio or a 665 sf driveway,both of which Will be made of Sept] Tank , �QPg6 \ '' i' / / , i \ �`° / ' _..i, 1,25 GAL co Turfstone7m ONO SRM ;' >'/� f •} - ' (10' la.X25) N O NAT Gina _ , , ! s, %' y / t •\ !` �a� 1 r �r,� fqGv'�eq,ryin� Q j t �3 / 1•� Mme•- 6071 �"-'�...wav x sim.� '.. z e': : ..- - v .. O 'Q i, TE TH E� i O Septic System Cross Section • • ■ ■ ■ P-I - Grading/Soil Boring/French Storm Drain Sections ut Ott Well used) tR 1 1 i �: , ' (v IN K° �_ s ► ce PROPOSED FRONT TEST HOLE (J FRENCH r O'Nsturel,VOVWed ! t` 1 her /I / ' �Q.� \\ '�''' YARD ELEVATION B•Laing Associates, Inc. STORM DRAIN / o FILL March 30, 2015 0 SILT FENCE ,/ (/� i ' -ten jr o m "A /' o ly PROPOSED GROUND °� , -U 1 rn SURFACE FRONT 8'x2' (effective depth} Leaching Pools YARD e)6.5 (Typical Detail 2b) FILL W ITHCLEM SAND/GRY RAVELFOR POOLSSANIT (SEE DETAIL 1 EXISITNG GROUND POOLS(SEE DETAIL 1) SURFACE Z el 4.7 el 4.7 �` •\ .� \ _ L~_P / < �._,` 1 LOAM AND ORGANIC el 4.2 SURFACE EL. CTp `, `, _ f y -0 i r r el 3.0 YELLOW-ORANGE GRAVELLY- r ` � `�` ` ` ° --'-----' ----- -__J y YELLOW-ORANGE COARSESAND v ,rn o ILL '` -• GRAVELLY Suffolk mount De artment of Health Services ` y --`� .+{ COARSESANDn , `� '` ��� \ I y °D RI I-1 6 18"DEEP x PUBL{C WATER LINE 9 ! el 1.0(g.w.) el 1.0(s. m) C Section ----------------- el 0.7 ----------------- el 0.7 z -_ __ __ Septic System ross + COARSE SAND AND COARSESAND GEOTEXTILE --- ________ y `" R OVE WATER LINE d _- GRAVEL---------- ---AND GRAVEL------- a el-0.3 LINER 9s S el-0.3 .00 04'19'30" W �' SILT FENCE ------ _ ;T 12"WIDE ` 2 YELLOW,GRAVELS, YELLOW,GRAVELS, COARSESAND COARSESAND GRAVEL FRENCH ■ } DRAIN,2"PERF PWC 01 KIN UPPER 6" SCALEWATERSUPPLY L'INE ; ' 1" - 10' BOTTOM OF TEST HOLE el-5.3' BOTTOM OF TEST HOLE el-5.3' r N.T.S. N.T.S. N.T.S. "m "111poil.1m 110 7 11. 111 11 limp I I pal 11 11r 71 7 LOCKING AND /NCESr PROOF CAST IRON SOLID CODERS SANITARY SYSTEMfIN/SHED GRADE CONCRETE RETAINING Concrete Compressive Strength 3.0 ksi SEPTIC' TANK DETAIL - CROSS SECTION WEST TO EAST / DETAIL WALL DETAIL Steel Yield Strength 60.0 ks!(uncoated) A 1 SLAB AS R£OU/RED. MIN 4 SCALE:NTS (WATERPROOFED) SCALE: 1 - 5 /N'Er OUn.£r �( 6" �4 4"SDR 18 PVC PIPE ' I TOP OF WALL ELEV.6.75' F..� OR EOUIVALENr 4"SOR 35 PVC P/PE 4"0 CAST IRON "Lw"Bars#4@12"o.C. PITCHED MIN c ( OR EQUIVALENT PIPE.7 MINIMUM GRADE EL,6.5' 114-PER 1' PITCHED ALkf1EXTENDING THROUGH WO VENT PIPE 1/8"PER 1' FOUNDATION WALL h `vg STEEL COVER 2"clear O 1,250 GALLOVO'DIAMETER PRECAST CONCRf1S PATE PROPOSED TOE GRADE 4.5 to 5.9' Ver'ical Reba{'s SANITARY SYSTEM con Inuous m o footing 00 4"SDR 18 PVC PIPE 4"O HOUSE TRAP "P"Bar 04@90# ' Mous Foundedon tinsn•^d O° a F.na. 2"clear - SEPTIC TANK DETAIL OR EQUIVALENT GRADE El.9.0' CONCRETE "Lb"Bar 5#4 2a SCALE:NTS PITCHED MIN. E, 1 8"PER 1' El.7.6r TRAP PIT "O"Bars Hk#4 9"o.c. EI.7.0' LOCKING AND WATERTIGHT PIPE /NCEST PROOF CAST WRROv RESIDENnAL 6" TOP SLEEVE,CAULK INSIDE taDlstenae -- -...__ FRAME SOLID COVFR N , n N•s.r.er rw n9r ru.yuav s aeruonee• 12 x3 5 Footin • • •� (ra"mnrrrr SLAB AS REQUIRED. FL"W AND OUTSIDE FACES - ( g) I LY/rl£T ""R"O n 6 l p 5 ): aamd t.. F/ ISHED GRADE FLO El.7.15' (vim"sroc ser PLM pe" ^ 4'^" r Exposed Fam 4"SDR 35 PVC PIPE I - :; °i '; _ �W7 rstribution Pool __ Leochin ooI eochln or Future oil g El.60' i I _ -M Frovo.sd canam.Bdokw.n INaNm�oormbdor F.cs Mu tr a• ^; t0'9' 1.S'tnw EPllI El.5.5 D taE®G how!tn!O 1 p•m.as nc xrr Drys®® m®o O m m! es®e+.n®o OR EOU/VALENT 1.0'MIN 'MAX. a �J '� �� tt�� EP o� q. P/TCHED M/N. 6"DROP TEE .,+, �.,r5 �;; 'I p F• O m ®4�s m m oaI w"'o, �' POSTS dddd e��Q� qta�+®�smom 1 8"PER 1' �■ tam®®_ ®®mo m m Om_n>m esfTs3 MIT la r�SP��•m mo 2r Am a•1Nstarp,00r Canorets QPdMDMA mP !o''K s•rrrecAsr cownere _ El.5.33' s'MM d'pMlEm4(SEC OCrA4 PAJ d OIANEmP(SEC OE7NL 1 (SF OrrAt 2!-run#-Pm) -t••__W -'-"�- PMUS7 RM•i,eli.a"fi' ...- --- I ��D�r NET SECTION B Wouse?roPlC,sanout(ses Dew) ss' '�'rAK Tr wrDv �No•'A� Faundadon 1 4"0 SDR 18 OR 35 PVC 'A 25., iy,oySOW,p-,yry Ex■enD Elswhon `+ PIPE TO SEPTIC TANK AeWPMppnnv 4.e to 5g a �•M,,/N s POST FILTER FABRIC Erosion and Sediment Control Detail El.3.6 EI.3.5' D ®� Imo! y }"PER FOOT SLOPE TOPYEW aAxwAc rsw avwow,tw Q to COLLAR 8ECTIONA R �D 0®® � ®®®61 �-FLOW Earl Propxq,lJna C 0 179®km om®®®19 2 BACKFILL COUPLER B INSTALLATION NOTES 2'MlN. DEPTH 2'-0" Eknnnp ABOIE SANITARY SYSTEM 1•EXCAVATE 41NCH TRENCH ALONG THE LOWER PERIMETER Eiaveeon ROUNDIWATER � OF THE SITE. ` 4.7 to58' TABU 8'-0"DlA � 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS BACKFILL MA7ERlAL TO BE DETAIL HOUSE TRAP DETAIL AGAINST THE BACK(DOWNSTREAM)WALL OF THE TRENCH CLEAN SAND AND GRAVEL SECTPDN B (NET SIDE AWAY FROM DIRECTION OF FLOUh. SECTION A 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS SCALE:NTS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM, 4.LAY THE TOE4N FLAP OF FABRIC ONTO THE UNDISTURBED 6'MIN. PENETRATION INTO VIRGIN '�TNE ' BOTTOM OF THE TRENCH. BACKFILL THE TRENCH AND TAMP THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. -sry rA OF SAND AND GRAVEL 5.JOIN SECTION AS$OWI N ABOVE. SANITARY SYSTEM TOE-IN METHOD JOINING SECTIONS OF FENCING `h• N.T.S. DETAIL LEACHING POOL DETAIL 26 SCALE:NTS NOTES TITLE: V. Bontje Proposed Redevelopment o a B. LAING :SISOCIATES (1) N t survey. Site plan based on Corwin Survey dated December 2015. Survey shows metes and bounds and distance to cross street. SCTM 1000-57-02-23 ENVIRONMENTAL CONSULTANTS (2) Demolish existing house and reconstruct, in place(except 13 southem-most feet) - add second story and 2 story additions to the north and west. Basement/crawl space unfinished. (3) New septic system per Suffolk DHS Standards Figure 10. 4 Bedrooms- 300 gpd flow. Install 6, 2' deep, 8' diameter pre-cast rings (equivalent to 12' deep of 8' diameter rings). Septic tank 1,200 gallons- equivalent to 4+ days' design flow ,ON: 805 Island View Lane APPLICATION BY: Virginia Bontje 9'4"foot pipe run at pitched 1/8" per foot= 1.16"drop and 1i6'foot pipe run pitched at 1/8" per foot = 2.0" drop. Minimum system requirements. 103. Fort Salonga Road - Suite 5 (4) Abandon and remove old septic system to Suffolk DHS Standards. , Fort Salonga, NY 11768 COUNTY: Suffolk STATE: New York TOWNSHIP: Southold (5) Neighboring lots improved to single family residences. All residences on Island View Lane (greater than 150 feet distant) on public water(SCWA Greenport). APPEND IX '5' (631) 261-7170 (6) Groundwater Management Zone IV-C. Soils Riverhead, 3 to B% slope,well drained. (7) Entire site is designated FEMA flood elevation 6 feet (plus 2 feet freeboard to first floor). Highest existing elevation on site 5,9 feet. All crawl or"basement" space will be un-inhabitable.- eJ,C �" eJ(�- �� � (631) 261-7454 fax SHEET: 1 of 1 DATE: 2/10/2017 rev. 1/4/2018 (8) Fill will be clean, virgin materials from an upland source. www.blain!lassociates.com ***Utilities locations not marked. Call before you dig.*** C 2019 Thalheimer Architecture REScheck Software Version 4.6.4 Section Section Foundation Inspection Ph Additional Comments/Assumptions: Section 'Cornplies? Insulation Inspection om] Framing Rough-In Inspection Complies? Comments/Assumptions Field Verified Re .ID eq D Complies? Comments/Assumptions Value #q.ID &Re &R .1 I I T Inspectionthecklist 303.2.1 :A protective covering Is installed to :[]Complies :Requirement will be met. n, 402.1.1, Door U-factor. U__ u__ ❑OComplies See the Envelope Assemblies 303.1 All installed insulation is labeled [FO1JJ2 protect exposed exterior insulation UDoes Not 402.3.4 sable for values. ;LlComplies Requirement will be met. Energy Code: 2015 IECC IDDoes Not [IN13]1 or the installed R-values ., 1,_ " -%,- " PDoes Not [FR111 :and extends a minimum of 6 in.below: grade. ONot Observable: 04ot Observable provided. .'E]Not Observable Requirements: 100.0%were addressed directly in the REScheck software !F-]Not Applicable Olot Applicable EINot Applicable • Text in the"Comments/Assumptions"column is prov ded by the user in the REScheck Requirements screen.For each 403.9 Snow-and ice-melting system controls MComplies :Requirement will be met. 402,11, Glazing U-factor(area-weighted u- u• 11--omplies See the Envelope Assemblies requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F012 ,installed..:Installed. ;[]Does Not 402.3.1, average). ❑Eboes Not table for values. 402.1.1, Floor insulation R-value. R- R� IlComplies See the Envelope Assemblies 4 '', 1 402.33, 402 2.6 ❑Wood ❑Wood ODoes Not table for values, is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. :[]Not Observable Oqot Observable ❑JINI'11 1 402.3.6, Steel ❑Steel ONot Observable Section !DNot-pplicable 402.5 Ellot Applicable ONot Applicable # Pre-Inspection/Plan rifled Field Verified Additional Comments/Assumptions: [FR211 &Re .ID le Value Complies? Comments/Assumptions 303 2, Floor insulation installed per :[]Complies :Requirement will be met. 103.1, Construction drawings and Requirement will be met. -factors of fenestration products nzorn pi-I'll Requirement will be met. 402.2.7 manufacturer's instructions and �[]Does Not Complies U 103.2 documentation demonstrate [IN2]1 in substantial contact with the :oDoes Not are determined in accordance ❑0:)oes Not [PR111 energy code compliance for the underside of the subfloor,or floor with the NFRC test procedure or Not Observable 11 building envelope.Thermal EINot Observable Elslot Observable framing cavity insulation Is in 0Not Applicable - taken from the default table. envelope represented on ONot Applicable E]Not Applicable contact with the top side of construction documents. 402.4.1.1 Air barrier and thermal barrier OComplies Requirement will be met, sheathing,or continuous 103.1, Construction drawings and insulation is installed on the ElComplies Requirement will be met. [FR231' installed per manufacturer's ODoes Not 103.2, documentation demonstrate underside of floor framing and �[]Does Not instructions. 403.7 energy code compliance for 40 ONot Observable extends from the bottom to the :0Not Observable top of all perimeter floor framing [PR3J1 lighting and mechanical systems. ONot Applicable members. V Systems serving multiple ONot Applicable 402.4.3 Fenestration that is not site built ocomplies Requirement will be met. dwelling units must demonstrate [FR2011 ❑is listed and iabeled as meeting E)Does Not 402.1.1. Wall insulation R-value.If this Is a R- R� ElComplies :See the Envelope Assemblies 402,2.5, mass wall with at least 1A of the compliance with the IECC AAMA/WDMAICSA 101/i.S.2/A440 :table for values. Commercial Provisions. �� . V . 402.2.6 wall insulation on the wall wood ❑Wood :CDoes Not or has infiltration rates per NFRC :[]Not Observable ❑ Mass Mass 302.1, Heating and Cooling equipment is Heating: Heating: c3complies 400 that do not exceed code :ONot Applicable JIN311 exterior,the exterior insulation oNot Observable ulp :Requirement will be met. limits. requirement applies(FR10). Ej Steel ❑Steel ONot Applicable 403.7 sized per ACOA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 on loads calculated per ACOA Cooling: 402.1 4,5 IC-rated recessed lighting fixtures OComplies Requirement will be met, Cooling: ON Manual)or othermethods of Observable [FR16]2 sealed at housing/interior finish 0Does Not Btu/hr Btu/hr E]Not Applicable and labeled to indicate:52.0 cfm - _%_� . ❑C mp les ;Requirement will be met. approved by the code official. UNot Observable 303.2 Wall insulation is installed per 40 o I leakage at 75 Pa. [IN4J1 manufacturer's Instructions, E]Does Not C]Not Applicable '�C]Not Observable Additional Comments/Assumptions: 403.2.1 Supply and return ducts in attics :Ocomplies ;Requirement will be met. [FR1211 insulated>=R-8 where duct is 0Not Applicable >=3 inches in diameter and>= �DDoes Not Additional Comments/Assumptions: R•6 where<3 Inches.Supply and ';DNot Observable return ducts in other portions of ONot Applicable the building insulated>=R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.3.5 Building cavities are not used as -[]Complies Requirement will be met. [FR15]3 : ducts or plenums. :ODoes Not 0Not Observable :E]Not Applicable 403.4 HVAC piping conveying fluids R-_ R-_ ElComplies Requirement will be met. [FR17]1 above 105 QF or chilled fluids ODoes Not below 55 QF are insulated to 2tR- 3. 0Not Observable ONot Applicable 403.4.1 Protection of insulation on HVACmplies Requirement will be met. (FR2411 piping. -DDoes Not .0Not Observable E]Not Applicable 403.5.3 Hot water pipes are insulated to R-_ R-_ ElComplies 'Requirement will be met. •[FR18]2 ?R-3. C]Does Not [JNot Observable [3Not Applicable it V 403.6 Automatic or gravity dampers are ElComplies Requirement will be met. [FR19]2 installed on all outdoor air []Does Not Intakes and exhausts. E]Not Observable 4, -.'[]Not Applicable =High Impact(Tier 1) 12 1 Medium impact(Tier 2) 13 1 Low lmpa:c:t(Tier=3) 111 High Impact(Tier 1) 12 1 MediumImpact(Tier 2) 13 1 Low impact(Tier 3) 1 High Impact(TieImpact(Tier 2) 1 1) 11 JHigh Impact-(Tier-l-)---T,72 Medium Impact(Tier 2) 13 1 Low Imp-act(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 21 3 Low Impact(Tier 3) �i Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Data filename:C:\LJsers\Dave\Sync\REScheck files\Bontje Residence.rck Page 2 of 9 Data filename:C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 3 of 9 Data filename:C:\Users\Dave\Sync\REScheck filesNBontje Residence.rck Page 4 of 9 Data filename:C:\Users\DavekSync\REScheck files\Bontje Residence.rck Page 5 of 9 Data filename:C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 6 of 9 ON rr^S O L Section r # Final Inspection Provisions Plains Verified Field Verified Complies? Comments/Assumptions Section Plains Verified Field Verified Complies? Section . ........ *TCom Value Value # Final Inspection Provision Corn ments/Assum ptions Fli Plans Verified Field Verified, isun I iptions R- R- I &Re ID Value Value ID nal Inspection Provisions :�,': 402,1.1, insulation R-value. IlComplies :See the Envelope Assemblies Value'.. Value'. Ceiling 1 403,5.1 Circulating service hot water I --- ^,&# REScheck Software Version 4.6.5 402.2.1, Wood E]Wood 0Does Not !table for values. :E]Complies Requirement will be met. ;-1;,. 1 z,,-,,�,�;�,-,_.a�� �iii. [FI1112 systems have automatic or 404.1.1 iFuel gas lighting systems have 0 Co mpl I es Requirement will be met. 'ODoes Not (F123]3 402.2.2, :no continuous pilot light. Not 'El Steel 0 Steel �[]Not Observable accessible manual controls, 402.2.6 �oNot Observable Compliance Certificate [Fill' ❑.[]Not Applicable Applicable Observable 403.6,1 All mechanical ventilation system '...�:_'ONot Applicable OComplies Requirement will be met. :Compliance certificate posted. plies Requirement will be met. 303.1.1.1, Ceiling Insulation Installed per ,.E]Compfies :Requirement will be met. [F125]1 fans not part of tested and listed ElDoes Not Does Not 303,2 �manufacturer's instructions El HVAC equipment meet efficacy �[]Not Observable [F1211 Blown insulation marked every and air flow limits, ........... ❑Not Observable Project Bontje Residence Not Observable UNot Applicable 300 ft". Applicable ONot ONot Applicable 403.2 Hot water boilers supplying heat :Elcomplies Requirement will be met. ]2 303.3 'Manufacturer manuals for Complies :Requirement will be met, Energy Code: 2015 IECC 402.2.3 :Vented attics with air permeable ies :Requirement will be met. [1`126 through one-or two-pipe heating ❑ElDoes Not 'insulation include baffle adi [FI18]3 :mechanical and water heating systems have outdoor setback C CIDoes Not Location: Greenport,New York [F12211 ODoes Not []Not Observable ,systems have been provided. ��'DNot Observable temperature based on outdoor ONot Applicable control to lower boiler water to soffit and eave venis that Not Observable Construction Type; -family Single extends over insulation. 17-1 []Not Applicable Project Type: New Construction hirt A- temDerature. 403.5.1.1 Heated water circulation systems ElComplies Requirement will be met. 402.2.4 :Attic access hatch and door Rn R-_ !E]Complies Requirement will be met Additional Comments/Assumptions: Conditioned Floor Area: 2,346 ft2 [FI3]1 insulation>R-value of the [F12812 have a circulation pump.The ElDoes Not 0Does Not Glazing Area 28% adjacent assembly. system return pipe is a dedicated ; Not Observable return pipe ora cold water supply ONot Observable Climate Zone: 4 (5572 HDD) [3 ONot Applicable pipe.Gravity and thermos- ONot Applicable Permit Date: 402.4,1.2 Blower door test @ 50 Pa.<=5 ACH 50 ACH 50 OComplies ;Requirement will be met. syphon circulation systems are Permit Number. [FI1711 ach in Climate Zones 1-2,and E]Does Not not present.Controls for <=3 ach in Climate Zones 3-8, circulating hot water system Construction Site: Owner/Agent: Designer/Contractor: ONot Observable pumps start the pump with signal :E]Not Applicable i for hot water demand 805 Island View Lane JeffThalheimer within the Greenport,NY 11944 Thalheimer Architecture 402.4.2 :Wood-burning fireplaces have OComplies occupancy.Controls Requirement will be met. 21 Center Street tight fitting automatically turn off the pump [FI8], Ing flue dampers an % Not Northport,NY 12768 outdoor air for combustion. when water is in circulation loop ; -point temperature and .;-.[]Not Observable is at setO ONot Applicable no demand for hot water exists. 403.2.3 Duct tightness test result of<=4 -cfm/100 cfm/100 :LJComplies :Requirement will be met. 403.5.1.2 Electric heat trace systems DComplies Requirement will be met. 00 (F1411 cfm/100 ft2 across the system or ft' fl:2 ;[]Does Not IF12912 comply with IEEE 515.1 or UL 'E]Does Not <-3 cfm/100 ft2 without air 515.Controls automaticallyCompliance: 10.0%eittihor Than Cod* Maximum UA: 519 Your UA: 41117 Maximum SHGC: 0.40 Your SHGC: 0.30 handier @ 25 Pa.For rough-in :[]Not Observable adjust the energy input to the '�[]Not Observable The%sletter or W�7han Code 1wex reflect$ho-close to compliance the house Is based on code trade-off mies. tests,verification may need to ONotApplicable heat tracing to maintain the :E]Not Applicable KDOE NOT PMVioa an estimate of energy use or cost relative to a minimum-code home. occur during Framing inspection, desired water temperature in the 403.3.2 Ducts are pressure tested to cfm/100 piping, -cfm/100 OComplies ;Requirement will be met. F12711 determine air leakage with :[]Does Not 403.5.2 Water distribution systems that OComplies Requirement will be met, Envelope Assembfies !either:Rough-in test:'rotal (F13011 have recirculation pumps that ....... ;leakage measured with a ;[]Not Observable 0Does Not pump water from a heated water 7 rri including XJNot Applicable ❑supply pipe back to the heated :[:]Not Observable 777 pressure differential of 0.1 Inch water source through a cold ONotApplicable . I 2 w.g.across the system ,the manufacturer's air handier water supply pipe have a enclosure if Installed at time of Floor 1:All-Wood JoisVTruss:Over Unconditioned Space 1,489 30.0 0.0 0.033 49 demand recirculation water test.Postconstruction test:Total system.Pumps have controls Wall 1:Wood Frame,16*O.C. 2,784 19.0 0.0 0.060 118 leakage measured with that manage operation of the pressure differential of 0.1 inch pump and limit the temperature Window 1:VinyVFiberglass Frame:Double Pane with Low-E 689 0.300 207 w.g.across the entire system of the water entering the cold SHGC:0.31 including the manufacturer's air water piping to 1049F. Door 1:Glass 96 0.300 29 handier enclosure. 403.5.4 Drain water heat recovery units :OComplies Requirement will be met. SHGC:0.24 403.3.2.1 Air handler leakage designated [F131)2 :[]Does Not ;Requirement will be met. tested in accordance with CSA Door 2:Solid 40 0.200 8 'E]Does Not (F124]1 by manufacturer at of []Not Observable Ceiling 1:Cathedral Ceiling 587 30.0 0.0 '0.034 20 855.1.Potable water-side design air flow. pressure ❑loss of drain water heat [:]Not Observable recovery units<3 psi for ElNot Applicable E]Not Applicable Individual units connected to one Ceiling 2:Flat Ceiling or Scissor Truss 2,039 30.0 0.0 0.035 36 Elcompli 403.1.1 Programmable thermostats es :Requirement will be met. or two showers,Potable water- [F]9]2 -installed for control of primary side pressure loss of drain water Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and ot her ODoes Not heating and Cooling sy4tems and heat recovery units<2 psi for calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In individual units connected to REScheck Version 4.6.5 and to comply with the mandatory requirements listed I the REScheck Inspection Checklist. initially set by manufacturer to ONot Observable codes pecifications. MMONot Applicable th ree or more showers. 403.1.2 Heat pump thermostat installed mplies Requirement will be 404.1 75%of lamps in permanent OComplies Requirement will be met. David Maschke 2/21/2019 me. [F[10]2 IF1611 fixtures or 75%of permanent Name-Title 0 vner re Date on heat pumps. -;C]Does Not E]Does Not fixtures have high efficacy lamps. Integrity Home Energy Assessments oNot Observable -voltage ...... .,DNot Observable Does not apply to low ro8 IN Paquatuck Avenue ❑Not Applicable lighting. ONot Applicable East Moriches,NY 11940 (631)325.4006 FiTHigh Impact(Tier 1) 1 2 111-ligh Impact(TieImpact(Tier 2) 1 3) 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Project Title:Bontje Residence Report date: 02/01/19 Data filename:C:\USers\Dave\E;ync\REScheck files\Bontje Residence.rck Page 7 of 9 Data filename:C:\Users\Dave\Sync\REScheck files\Bontie Residence.rck Page 8 of 9 Data filename:C:\Users\Dave\Sync\REScheck files\Bontje Residence.rck Page 9 of 9 Project Title:Bontje Residence Report date: 02/21/19 Data filename:C:\Users\masch\Sync\REScheck files\Bontje Residence.rck Pagel of 1 ENE) (X 'C:' ENERG*r DATA C 2019 Thalheimer Architecture R _...s.:.t�>:s:,:✓..___� `f-"..t�. .:at•>vfxa m�i;�.k�.3v;s.f�� x.,_...w x.�:� ��, _ . _...:..._.._. , _ .-_.__..__..__. ._:.:.." _ ........teSoware)evemen IncU htCommercial HVACLads ar} aoprtentc, c Residential 8 ht Commercial VAC L ads "•--'••(Rhvac-Residanta8 LI htCommercial HVAC loads o = ,>E.l.i.t..x..S;. �ow;. tare Drev.:ral;-oP} •me.nta,g' Ireic 4rme,Disclaimer Integrity YHome Energy IandViev/,ane.' i integrity Assessme 805Island View Lane Greenport Home Ener9YAssess LEaM est Moriche -- _ - .,as PtMrh .NY1194 The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 Project Report Miscellaneous Report ! Load Preview Report n Home Energy S t`ern," ^ le. our --------- n„. ---- - - - - - --- - - - calculation procedure.The calculations are based on the information given to Integrity ;..YS W,R - , , ,� }tttQj{td Project i I 805 Island View Lane Greenport Input Data>r rncE•x+to r'' K°': y yz>",W-%, - r » tI. ; Ib t Bulb'' 1 �: i a Has! Ne" Rec n. s La Ne MI MI By By, y S J Assessments in the form of drawings,sketches,and interviews.In certain cases.Integrity Home EnergyTitle:e p 1 G, ry Bu ,r.V\!4 e p u e hDR S s Ht c Ht c A Du Project Date: Thursday,January 31,2019 Winter: 15 13.77 80/o n/a 70 n/a Scope 19 Assessments may make assumptions about design conditions that may or may not be accurate for the location of o °� AED, Ton ro R A a G ti G� Ga Loss S� ------------------'-__---'._..__.._i._._.-_-- _ CFM CFM CFM CFM CFM Client Name: Thalheimer Architecture Summer: 85 72 54% 50% 75 32.64 Building 2.06, 228 1,033 2,351 20,491 4208 24,700 44,869 578 930 578 930 930 805 Island View Lane, Greenport concern.It is the responsibility of the installing HVAC contractor to verify the design conditions before ter Street ------------ ;,:--:f,r,:-..T,_- i p P tY g Client Address: 21 Cen rOuct Sizin 'I urs S'.,,.; ,•: " ,, <; crit,,?.�,,.,•a��:`•'s„1*>" '' `.g`" , t .,- .til,•- � 4 `: • � 4 .�;,��3 I System l Whde House Yes 2.08 228 1.033 2,351 20,491 4,208 24,700 44,865 57B 930 578 930 930 12x1 HVAC Load Calculations equipment purchase and installation. Client City: Northport,NY 11768 Main Trunk Runouts Supply Duct Latent 676 s7s Client Phone: 631-754-8621 I 'Calculate: Yes Yes i Return Duct 100 204 304 545 for An load calculations provided in the following pages are based upon information provided b the a Company Name: Integrity Home Energy Assessments LLC Use Schedule: Yes Yes I Zane 1-Gg.:72%,Htg.:76% 1,489 17,351 2,204 20,0 4 33,621 438 791 438 791 791 10x1 Y P gPg P P Y PrtY submitting a particular project to Integrity Home Energy Assessments.Integrity Home Energy Assessments has Company Representative: David Maschke Roughness Factor: 0.00300 0.01000 Thalheimer Architecture Company Address: 68 N Paquatuck Avenue I 1-Great Room 21 Center Street not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct CompanyCi E Moriches,NY 11940 I Pressure Drop: 0.1000 in.wg./100 ft. 0,1000 In.wg./100 ft. 2-Kitchen ago 6,372 1,162 10,038 13261 42 121 42 382 362 a City: Minimum Velocity: 0 ft./min 0 ft./min 223 2,656 162 2,918 3261 42 121 42 121 121 2 p p y y Integrity Energy p Y ) Maximum Velocity: 900 ft./min 750 ft./min 3 Mastereed oom Northport,NY 11768 or complete,and an calculations made b Inte ri Home Ener Assessments are based upon the information Company Phone: (631 325 4006 356 1.718 250 1,968 4,527 69 7e 59 78 78 1 provided by third parties.Integrity Home Energy Assessments makes no claim that the information given to us Company Fax: (631)492-2056 Minimum Height: 0 in. 0 in. 4-FoyerrBath 123 2,500 206 2,708 3,636 as 1 6 as 116 114 12-4 @ Maximum Height: 0 in. 0 in. 5 Foyer CompanyE-Mail Address: IHEA@optonline.net I 337 2,105 See 2,,471 5,so1 73 ee 73 96 ss 1 � is correct or complete. Company Comment: This report contains assumptions based on plans.Most internal loads are intentional/ -.-..-- .".-...--.....„, r.F„� �, ; ,.,_ ,,,, Zone 2-Clg.:28%,Htg.:24% 862 6,736 676 7,412 10,699 139 307 139 307 307 7x1 P Y P P P Y I ;ac•r,&��:<�.x�r:.;.;,Ht,.> : -r.=:,,; - _ :,Outsider,D tam. .. ,.v"...�. :.,..,.: ::-,. ;>.:;;,.:;.' .,,Sy;_f:,.:ia'',v:F_::y}ar e. omitted. Actual conditions should be verified prior to equipment selection. `` ' 6-Loft Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE 34 24 Winter Summer " G*aGLk� >;: x , sra3ta ,,,,,r, Infiltration Specified: 0.453 AC/hr 0.210 AC/hr recommended computer program to determine the heating and cooling loads presented m this report.If the Dgsign,Dataxi... ., .; l edroom 1 6 a 1 306 2,928 239 3167 3,830 50 134 50 134 1 7-B 277 1024 199 1,223 2,976 39 47 39 47 ":,,. "."" _""',�,.:......�_�-�...,.:..y..,...,..,.[ ,„ ,,, 210 CFM 97 CFM e-Bedroom 224 2,338 206 284 3,351 44 107 44 107 107 1- information given to Integrity Home Energy Assessments is accurate,and the building is built as per the plans Reference City: Central Islip,New York Building Orientation: Front door faces Southeast i Infiltration Actual: 0.471 AC/hr 0.247 AC/hr •, + 9-Bath 1 5s a4s 3o a7s 6az 7 20 7 20 20 1 ! i submitted,then the load calculations presented in this report can be assumed to be accurate,A licensed Daily Temperature Range: Medium Above Grade Volume: X 27.805 Cu.ft. X 27,805 Cu.ft. I Yo- mechanical contractor may use these calculations as a starting point in system sizing and selection. Latitude: 40 Degrees 13,104 Cu.ft./hr 6,860 Cu.ft./hr Elevation: 98 ft. X 0,0167 X 0.0167 Sum of mom ai fbws maybe greater than system airflow because V system has m�tipe zones. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the Altitude Factor: 0.996 Total Building Infiltration: 218 CFM 114 CFM Total Building Ventilation: 0 CFM 0 CFM final"construction documents".Integrity Home public or for use by contractors or construction companies as Outdoor Outdoor Outdoor Indoor Indoor Grains = Energy Assessments works with architectural and engineering firms and with contractors in connection with Dry Bulb Wet Bui Rel.Hum R_el.Hum Dry Bulb Difference ---System 1- hx their designs of heating and air conditioning systems. Winter: 15 13,77 n/a nail 70 n/a Infiltration&Ventilation Sensible Gain Multiplier: 10.96 = (1.10 X 0.996 X 10.00 Summer Temp.Difference) f ' Summer: 85 72 54% 50% 75 33 I Infiltration&Ventilation Latent Gain Multiplier: 22.12 = (0.68 X 0.996 X 32.64 Grains Difference) INTEGRITY HOME ENERGY ASSESSMENTS I Infiltration&Ventilation Sensible Loss Multiplier: 60.29 = (1.10 X 0.996 X 55.00 Winter Temp.Difference) Manual S calculations in this report are based on AHRi nominal equipment performance values.Actual e"" i I Winter infiltration Specified: 0.410 AC/hr(190 CFM),Construction:Average,Fireplaces:1,20 CFM,Average performance must be calculated from manufacturer expanded performance tables using proper design Total Building Supply CFM: 930 CFM Per Square ft.: 0.396 I Summer Infiltration Specified: 0.210 AC/hr(97 CFM),Construction:Average Square ft.of Room Area: 2,351 Square ft.Per Ton: 1,033 conditions. D 1 .SQGQf y'�s"`t Volume(W): 27,805 - - I ;v�'.A<r,.,a.T`yti�;;•a �x.;1�:'=�'A�',,•"','c.-'���`t�,�i';�,;o:.� ,£r',w=7�-a:"_'- s.-aY-�-�,,s 4-NI 7�i. t, ..st-r°-�- •,,..h +<3�tt10' .��*-„�.''�iv,3n!�:. ,`F'.,_Y r 'Y.---" ..r'4"',s9;, •:;#..moi.:�•,a ,,$,�� "''`: _-`4�:* ,,�A. , ..,.`r',°'r� :s;�•;,, The Duct Size Preview report is for reference only and is not a substitute for proper Manual D,nor should it c P Y P P Total HeatingRequired Including Ventilation Air: 44,865 Btuh 44.865 MBH No:`>T - .':'ocaU - :' n ...:{.'r,: ``" ""..' :• q 9 1 Supply Closed Crawl A - 0.12 8 ^511 No be used for the calculation of a proper Manual D. Total Sensible Gain: 20,491 Btuh 83 % pp Y 1 Return Closed Crawl A - 0.12 8 95 No Total Latent Gain: 4,208 Stuh 17 % Final HVAC sizing and selection should be done by a licensed HVAC contractor.Many factors beyond the Total Cooling Required Including Ventilation Air: 24,700 Stuh 2.06 Tons(Based On Sensible+Latent) I scope of this report must be considered prior to final system selection and design,such as:-exact equipment 2.28 Tons(Based On 75%Sensible i availability and selections,system controls and location of controls,system air distribution and cycling. Capacity) Uniform Building Code requirements,Uniform Mechanical Code requirements,and many other standard design :`w ? conventions as listed by the American Society of Heating,Refrigeration,and Air Conditioning Engineers Rhvac is an ACCA approved Manual J,D and S computer program, (ASHRAE). 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. Prepared By: P 9 Y j � verify corn of the HVAC Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at It is up to the installing HVAC contractor to properly install,test,and� fY all components your design conditions. system.All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC David Maschke Integrity Home Energy Assessments t'LC equipment installation. r' r 68 N Paquatuck Avenue E Moriches,NY 11940 integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final `1 (631)325-4006 system design.Various modifications to the information provided to Integrity Home Energy Assessments Friday,February 01,2019 may have occurred after this Design Support information was prepared,which would require that this Design Support information be modified in order to be accurate.After reviewing Integrity Home Energy r--I tai Rhvac is an ACCA approved Manual J,D and S computer program. Assessments`report,and prior to any system purchase or installation,please inform Integrity Home Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Energy Assessments in writing of any changes which may alter the assumptions and calculations j contained in this report. .......----------- ------------- C:\Users\Dave\Sync\Manuai Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019, 12:22 PM C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM • O . w l ' 0 w w w __' __ • .._..-�, . ....�r..,,:__...:.�_.. ..._-.. . . , . •�..,,.. a".,,-,. ay;, r, : M....sem •s,. .._.Jt _ . . ..• � _ , I -_...__ o++5ftr"w.a:.Devela men inc.� lodRhvac Residential8Lt htCo etc al HVAC t�.Elite$ fwaraRhvac Residential 8 Light Commercial HVAC Loada Rhvac Light Commercial HVAC Loa s lire Rhvac•Residential 8 LI ht Commercial HVACte nergY �Integrity HH e Energy Lan; 1sla1 View GreenPort; .,•. ' E;8IIt0e 5 3Iso Ifatnw daVroi Lvla lvaenl_oe p' mar enet n lnoc r,t me Energy $ ,�la.q t Hom EAssess e i i89tY Inte9 Inte tYH me Ener9YAssessme asotic Moriches, 11Pau East NY 11840 'Ea t East_Mori he � - Moriches•N 119 0 *s, . .f' .. Duct Size Preview Total Building 'Summary _ Manual S Performance Data -System 1 - Whole House System 1 Room Load Summa ---------------- - -- --: ------- -- - ----- -- - - -- -Y - rt/ --- Ran �'1t•. - n3c +,£ •„t a ..z., T >�-.er ..tr§ n ... jt J a O - x Lads Minmu aximu Ro h De and ❑ On ItI <'t.'�' c S,-.,,i:.;" '`•a.=- db tg sI9 ,.,'�� 51n a• Lyra ..r .,. a -__9 _ pd'r .h. � Ht -a">�" _____.__._� ,_,_ :, y<: mss,• i., C Ad Duct 1; c3� .. _ yy��;gy aa> v, Sour ' �; Ce >S h I 3' +.� 'd Y� D ct Nam .�• .e. •,<� ,r �a�; Velod c t Vdoct Fa ct Ll10 Loss Veb H L v. ••4. _ -f c en i fd�:a`' to F w Flow Size :-aa h�'�` 'v1�. y. F w b ------ .Roo r x:_ �:`-_' ��; ,Y• • m'. .:. Aie` sit ;�,_r� int #� 5 ' f.,. tillit,, g w 8. 6 336 'Cooling: •�r k rt I m 1 - I e•� 33 8 0 �^ System Andersen PIC:Glazing-Andersen Andersen PIC.32/.29 U-value u 4 318 4 318 •:� as. y ..; ,� 9 I ine -��=":' ,"' � aSF�'"�s��.13tlrh �u`"C �1 ,c�S•'e;• ;�?fir'' - "r ;:,�.,' ,, :���'-».t«fiA�" - Supply Runouts I 0.34,SHGC 0.27 Outdoor Dry Bulb: 0 Sensible Gain: 20.491 --Zone 1- Zone 1 I Andersen FWD:Glazing-Andersen FWD and SGD,U- 48 844 0 670 670 Outdoor Wet Bulb: 72 Latent Gain: 4.208 1 Great Room 450 16,696 218 4-6 486 8,372 1,666 382 382 : 1-Great Room Built-In 0 750 0101 0.1 486.3 216 ' 382 44 i value 0.32,SHGC 0.24 Indoor Dry Bulb: 75 Total Gain: 24.700 2 Kitchen 223 3,261 42 2-5 444 2,656 162 121 121 2-Kichen Built-In 0 750 oA1 011 444.2 421i_- i 121 2 Andersen DH:Glazing-Andersen DH.30/.31,U-value 292.1 4,815 0 6,095 6,095 1 Indoor RH: 50 Load SHR: 0.83 3 Master Bedroom 356 4,527 59 1-6 399 1,718 250 78 78 ' /� 3-Master Bedroom ewlt4n 0 750 OD1 0.1 399.1 59 78 1 1 0.3,SHGC 0.31 Supply Airflow: 0 Entering Dry Bulb: 0 4 Master Bath 123 3,536 46 2-5 418 2,500 208 114 114 H Andersen SGD:Glazing-Andersen SGD,U-value 0.3, 48 792 0 376 376 I Enterin Wet Buib: 0 5 Fo er 337 5,601 73 1-6 489 2,105 366 96 96 4•MasterBath Built-In 0 750 OA1 0.1 418.2 46�' 114 2- g y 5-Foyer Built-In o 750 0.01 0.1 489 73 96 1 SHGC 0.25 Zone 1 subtotal 1,489 33,621 438 17,351 2,652 791 791 zorre 2 12E-Osw:Wall-Frame,R-19 insulation In 2 x 6 stud 2420.3 9,053 0 2,044 2,044 Heating: . .. ---Zone 2- cavity,no board insulation,siding finish,wood studs, Outdoor Dry Bulb: 15 Sensible Loss: 44.865 6-Loh Stilt-In o 750 oA1 0.1 340.1 50 ! 134 z i U-value 0.068 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.1 6 Loft 306 3,830 50 2-6 340 2,928 239 134 134 ; 7-Bedroom 1 Suit-In o 750 oA1 0.1 342.7 39 ', 47 1 " 18A-38:Roof/Ceiling-Roof Joists Between Roof Deck 587 936 0 289 289 Indoor RH: 30 Supply Airflow: 578 7 Bedroom 1 277 2,976 39 1-5 343 1,024 199 47 47 8-Bedroom 2 Built-in o 750 o.ot 0.1 399 aa= 107 1-7and Ceiling or Foam Encapsulated Roof Joists,Dark 8 Bedroom 2 224 3,351 44 1-7 399 2,338 208 107 107 9-Bath 1 Built-In 0 750 0.01 0.1 233.4 7=; 20 1 or Bold-Color Asphalt Shingle,Dark Metal,Dark E ui ment Performance'pata at stem Desi n Condition ''�<�','-•i<6'' •%`'?�i��'�� Y a„� `R<�:'�'° "•>.' 5 `""` a'' " �'Sz;'g 9 Bath 1 55 542 7 1-4 233 446 30 20 20 I ,^ P 9 -q-p- aLt -- -g- --- �- r �_.- Other Ducts in system 1 Membrane,Dark Tar and Gravel,R-38 blanket or - Zone 2 subtotal 862 10,699 139 6,736 676 307 301 I Supply Main Trunk Built-in 0 goo 0A03 0.1 797.3 578 _ I 930 12x1 ! loose fill,U-value 0.029 This system's equipment was selected in accordance with ACCA Manual S. Duct Latent 676 I H 16B-38:Roof/Ceiling-Under Attic with Insulation on Attic 1545 2,210 0 1,807 1,807 ! Cooling: Return Duct 545 100 204 , Summary Floor(also use for Knee Walls and Partition g' Sstem 1 total 2,351 44,865 578 20,491 4,208 930 930 System 1 I Ceilings),Vented Attic,No Radiant Barrier,Dark Model Type:Standard Air Conditioner,Model:24ACC430A`030"+FV4CN(B,F)003L,Nominal Capacity:28.600, Y Manufacturer:CARRIER AIR CONDITIONING S stem 1 Main Trunk Size: 12x14 in. 1 0 Heating Flow, 578 Asphalt Shingles or Dark Metal,Tar and Gravel or Y Membrane,R-38 insulation,U-value 0.026 Velocity: 797 ft./min M Cooling Flow: 930 Loss W 19A-30p:Floor-Over enclosed crawl space,No insulation 1489 2,337 0 425 425 per 100 ft.: 0.102 in.wg ' Interpolation Results: on exposed walls,sealed or vented space,passive, Percent Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains R-30 blanket,U-value 0.034 „ „ ,,. at the room and zone levels,so the sums of the zone sensible gains and airflows for cooling shown above are not I 024 16,024 Load of Load intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour Subtotals for structure: 27,523 0 16, Sensible Capacity: 22.723 20.491 111% in which the People: 4 800 920 1,720 Latent Capacity: 7.027 4.208 167% glass ss sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average I Equipment: 0 1,200 1,200 1 Total Capacity: 29.751 24.700 120% Load Procedure+Excursion"method. Lighting: 0 0 0 I Ductwork: 4,376 880 1,095 1,976 I ;f':,Coollig", ,•ek'Sens a en':` c4 sl tom. to ti I Infiltration;Winter CFM:218 Summer CFM:114 13,166 2,528 1,252 3,780 k. at;•t::,em. „- z asp,v:' r• x" w,i :Tons..; Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0 Net Required: 2.06 83%/17% 20,491 4,208+ e 24,700 I Exhaust:Winter CFM:60,Summer CFM:60 Recommended: 2.28 75%/25% 20,491 6,830 27,322 Total Building Load Totals: 44,865 4,208 20,491 24,700 Actual: 2.38 75%/25% 21,450 7,150 28,600 , 1 ,,.0 .. ;, ,�,,,.. .a: "Eguipitient Aa .,�•;. �;p;�1 _3�a+�+:. w r fi, � Total Building Supply CFM: 930 CFM Per Square ft.: 0.396 HeatinG System Cooling System 1 Type. Natural Gas Furnace Standard Air Conditioner Square ft.of Room Area: 2,351 Square ft.Per Ton: 1,033 Model: 59TP6A060E14-12 24ACC430A`030` Volume(ft'): 27,805 Bu ld'n "dsa.,;r •, .:E. :=t:'t =£i Indoor Model: FV4CN(B,F)003L Brand: CARRIER CARRIER Total Heating Required Including Ventilation Air, 44,865 Btuh 44.865 MBH Description: Natural Gas or Propane Furnace Total Sensible Gain: 20,491 Btuh 83 % Efficiency: 95 AFUE 16 SEER Total Latent Gain: 4,208 Btuh 17 % Sound: 0 0 Total Cooling Required Including Ventilation Air: 24,700 Btuh 2.06 Tons(Based On Sensible+Latent) Capacity: 58,000 Stuh 28,600 Btuh 2.28 Tons(Based On 75%Sensible j Adjusted Capacity: n/a 29,751 Btuh Capacity) Sensible Capacity: n/a 21,450 Btuh j Adjusted Sensible Capacity: n/a 22,723 Bluth cNofes"t ;�"" ;:'•s . �"'; �I Latent Capacity: n/a 7,150 Stuh Rhvac is an ACCA approved Manual J,D and S computer program. ?'" Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. ?' z j Adjusted Latent Capacity: n/a 7,027 Btuh s All computed results are estimates as building use and weather may vary. AHRI Reference No.: n/a 9474136 Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at 1 your design conditions. This system's equipment was selected In accordance with ACCA Manual S. Manual S equipment sizing data: SODB:85F,SOWB:72F,WODS:15F,SIDB:75F,SIRH:50%,WIDB:70F,Sen.gain: 20,491 Btuh,Lat.gain:4,208 Stuh,Sen.loss:44,865 Btuh,Entering clg.coil DB:75.1 F,Entering clg.coil WB:62.5F, Entering htg.coil DB:69.1 F,Clg.coil TD:20F,Htg.coil TD:70F,Req.clg,airflow:930 CFM,Req.htg.airflow:578 CFM i i CAUsers\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM C:\Users\Dave\Sync\Manual Js\Bontje Residence.rh9 Friday,February 01,2019,12:22 PM MANUAL 'J, 5, D' C 2019 Thalheimer Architecture