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Ur`F0l'(COG� Town of Southold 12/18/2018 0 P.O.Box 1179 53095 Main Rd ��rgj0 dao ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40099 Date: 12/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55480 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/1/2017 pursuant to which Building Permit No. 42037 dated 10/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SECOND FLOOR BALCONIES AND COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Andreadis,Katherine&Nikolas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0178 12-10-2018 ELECTRICAL CERTIFICATE NO. 42037 08-15-2018 PLUMBERS CERTIFICATION DATED 08-30-2018 W lli GremK rft OthooedSignature J TOWN OF SOUTHOLD BUILDING DEPARTMENT W TOWN CLERK'S OFFICE 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#: 42037 Date: 10/10/2017 Permission is hereby granted to: Andreadis, Katherine & Nikolas 15-01 145th PI Whitestone, NY 11357 To: make additions and alterations to an existing single family dwelling as applied fo epr SCHD approval. / At premises located at: 55480 CR 48, Greenport SCTM # 473889 Sec/Block/Lot#44.-3-1 Pursuant to application dated 9/1/2017 and approved by the Building Inspector. To expire on 4/11/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $640.00 CO -ADDITION TO DWELLING $50.00 o $690.00 r Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 / Date. / / 117 New Construction: Old or Pre-existing Building: •./ (check one) r Location of Property: o of 2_re;_ CIID Rouse No. Street Hamlet Owner or Owners of Property:,- . L 4 IZ 0/L� �q 40 1 ter' Suffolk County Tax Map No 1000, Section �y Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: a Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 451.E Applic Signature pF SO(/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Southold,NY 11971-0959 ®� roper.richert(&-town.southoId.ny.us lac®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Andreadis Address- 55480 CR 48 City: Greenport St: New York Zip: 11944 Budding Permit#: 42037 Section 44 Block. 3 Lot 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KC Anderson Electric License No: 4722-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 59 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 15 Smoke Detectors 5 Main Panel 200a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 57 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches 53 Twist Lock Exit Fixtures 11 TVSS Other Equipment- 4-bath fans, 6-paddle fans, 1-range hood, 2-combination smoke /co detectors, 10-ARC Fault circuit breakers,8-combination GFCI/ARC Fault circuit breakers Notes: Inspector Signature: Date: August 15 2018 81-Cert Electrical Compliance Form.xls y Aso Town Hall Annex Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 DLA �IV ; BUILDING DEPARTMENT p ; TOWN OF SOUTHOLD SEP 1 9 2018 4 f D IMLID4'IC DFPT. °�G�`' :a""t- s''�•,x-air t "w 4 rs W CE RT IFICATIO-N i Date: 1 Building Permit No. Owner: � t -, // (Please print) ..Plumber: 'Uv` ' (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I +h (Plumbers Signature) 1 Sworn to before me this�_ day of.A UQueL 20_�, Notary Public,. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 i QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2� s SO(/lyo �ycOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]f ELECTRICAL (FINAL) REMARKS: . VA VI� DATE L-ker INSPECTOR qX3 7- pF SO[/Ty�� ��y00UMY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Aly-.2 1 �✓ �,h DATE INSPECTOR �0��0 UTyo`o H O i �oly0 M`1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ' [ F UNDATION 1ST [ ZROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: vidia, ' - c • __6f . u 0 vm6lyv flip DATE INSPECTOR SOF SOUly �o� olo coUNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7ROUG- ON [ ] FOUNDATION 1ST H PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: W-/ DATE INSPECTOR SO(/Jyolo UMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z INSPECTOR oF sooTyolo TO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: )Q , DATE / 6 INSPECTOR 262 1 SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) r REMARKS: A. &vlsk Ve w ,�lo&on 6) f(o✓ ,o- 1 v '11 I v, w� t/ 11 .V wt A .41 �10 %PM :t DATE q INSPECTOR �fy01— ,pF 500Tyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] #ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING (( REMARKS: @ flAl jKc�v�% 0; �ll� cA4L644e-.___ di 1 VCum (� opovi'mo," fxvlA,; �C� JACt4A' 61JOW& L317ww SiffI VK W 0 In WhA6 A 6) PC%&Ad%loj-70 ka /I CL_ wV �' i✓ DATE I INSPECTOR OE SOGIyo� TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 rl; N S P E C T 10 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [\ ] CAULKING REMARKS: DATE INSPECTOR oe soulyolo * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ "FINALj.. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:- 004 DATE 0 INSPECTOR 1,k-t-, IC Y N!, ED THE EVOLUTION OF INSULATION ��' SEP 1 9 2018 INSULATION CERTIFICATErJ ` T T. This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1 101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 I ❑LD-,R-50 ❑ MD-C-200 ❑MD-R-200 OMD-R-210 []Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics For specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thicicness4 Attic Area(open) R- 27 at7,5 inches Sloped Ceilings R- at inches Walls(location): Exterior Walls(Closed) I R- 21 at (�3� inches Walls(location): lExterior Walls(Closed R- 14 at [2=j inches ik P Floors('over an unheated crawl space) R- at � inches Crawl Space Perimeter R- at F_� inches Basement Walls R- at = Inches Other(location): Band Joist(Closed� � R- 21 at �� inches "Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 157475 CR 48 Greenport NY 11944 Date of Insulation Installation k pri1 17, 201$ Building Contractor lChris Kyprianou Insulation Contractor lCary Insulation Insulation Contractor Phone 1(631)218-9350 Installed By Wi�Lia KKrIZ ��� INSULATION CERTIFICATE ® ®® NOT REMOVE Please post near electrical panel f�.++:.w�.e.•..,`+,.•+si�il.:.{J�.��..-,...-,.�.a..,....�.rtL..:ui--FY,+.6vi.L::f'k:..;k:Cw:L.-„`�:. etsi.,;*L".e,=�:+Y,i.s'�F :..«:.::..;r..«�a7..a-,..:.ak:.',...61+.�F.i+.`:.�.;`•'-,:aaJL.:.' �j,:.�.X33...T•:..,,�1G1.�Li.�'a`.�„w7`,�i'....'3'.:..'t..y:..v;.:.';.,3"u''t :l CARRY INSULATION (A TRUTEAM COMPAY) _ z SEP 1 9 2018 Chris Kyprianov 57475 CR 48JIT�; r�I To Greenport NY 11944 '5 08/02/2018 Dear Chris Kyprianov, On 57475 County Road 48 Greenport NY 11944 we installed spray foam insulation throughout the house. In the attic we sprayed open cell foam and as per your quote a fire retardant has been spray because your town requires it per code. The material sprayed is a fire retardant called DC315. Attached are the specs for the material. Sincerely, *MicgueFV1i, (Production Manager) 1600 9" PHONE (631)218-9350 -= Ave •' +#� F,_ n. t:; ..: � FAX (631)218-9354 hFIX .I Bohemia u, 'Y° EMAIL M ig uel.Villamar@truteam.com *- :v iuda!(i�i�tfi,;stups,;�ato;;ai flesf.�rees NY, 11716 WEBSITE www.truteam.com Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be'cleari,^dry and free of all for6gn matter.Adhesion of a coating wSPF Material Safety Data Sheets are available on this coating material. Any -' individual who may come in contact with these tures the'foarim surface to.haVe,a slight profile or texture similar to an Y products should read and ,. ie,peel.-Smooth or-gGi`sy foam siikdces`must,be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC i,t`= ',light-3 U 4 mils Wet Fllm%T!1ckrjess'(VIIFT�2of DC 315,and allowed to,dry EMERGENCY NUMBER at 800-424-9300. jai. ,bpforeYEaAplymgutfie;full:appi6t,i6n., Flash coating is,a quick burst of a WARNING:Do not allow ° t,� primer or DC°315;via,airless:spraye�over�an area needing treatment. We product to freeie.Store above 10 C(SOT)atoll a so v; times. a!s'o,recommend flash coating,around�all,pipes and air-ducts. r°:` P'rOduc't�Appficationr;„<:`”. '+- WARNING:Avoid eye contact with the liquid or spray mist. Applicators In o``rtl_er to;valid•ate warranty and confirm the'installation-complies with should wear protective clothes,gloves and use protective cream on face, hands and other exposed areas. IFTI's;best'p�actices installer must obfain-and read all curient-installation "i;,r doiumentsr lnsfi11at1on,'_documgnts : include=;Application Guide, ' :; EYE PROTECTION: Ven!Iatipn Gnide and Jo6,Wok'Reporf. -'• Safety glasses,goggles,or a face shield are recommended. Ttiese�documen6"' be"downl.'I did aYwww.bairittdarotect.com or b calling,IFTI'at949:975:8588.:"Job Work-Records are an excellent way to SKIN PROTECTION -.- track yourinstallations-ani ", 6",m compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Auftioiity_Having Jurisdiction. In tthe•event_of a concern on a Job the exposed skin area as possible with appropriate clothing. 4..r, .3 nstaller:!s ati164t Qprovide-documentedproof of the installation,for this ;• •, .' reas"on.IFfI recommends'using these'forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORY! i`:,': r3i=x.` • ``''; Respiratory protective equipment,impervious foot wear"and protective ����Nlate Iat'Preparatiori'�>`�;�'`� fi,{�•''=°kD,C315 ilius"t be tfio►'ougFiI Yii ked'prior-to application.Failure.to do so will clothing are,required at all times during spray application. K',dfun'. "t•4.-`• F'i" "P1YR_` A, d_...u min ;;; coriiptiomise;the riatenals ypditrmance and may create issues with INGESTION:Do not take internally. - ruxequpmentrused for'theapphcation of the product. Mechanical stirring Mui w,th a hi s " �' �u{ ^t.rxv 'gi epeedr!eand a paddle appiopriate for the container size is Consider the application and environmental concentrations in deciding if c{reoomMent edA ateriat should'."tirred from the 66ttom up making additional'protectiv"e measures are nece-ssary. ` su're"tFie!idito'an°s: r scraped - c�;,�`�, d�ic�es are`scraped;with apaint stick during the•mixing rocess Xto;;ensur`e`ti,alls,ma enols„are'completely mixed prior'fo the Limited Warranty ty,; ,app(i�h�atiof► ;Matenahstfoukl'fr mined=to a:creaniy;_consistency-with no This product will perform as tested if applied and maintained according to 8; }lit ps Tt�inning.;is nil i ally heeded;_`fsut;'if;the” material has'been our directions,instructions and techniques.If this product is found to be exposed Ito prolonged;,'perroifs of high temperatures-cueing storage, defective upon inspection by its representative, the seller will, at its P�aporattoh;,ofnthe Awater.based'material-may have,taken=place.Typically option,either furnish an equivalent amount of new product or refund the liquii!level'should 6e about=3, inches:fiom-the'top of;the 5 gallon pail. purchase-price to the original purchaser of this product.Seller will not be ,u the level of rriaierial''is'lower;water may,W added"duiring the mixing to liable for any representations made by any retail seller or applicator of the address this issue: < ;';'' ,. =" ' product.THIS WARRANTY EXCLUDES(1)LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT,THE REPAIR OR REPLACEMENT,OF ANY SUBSTRATE TO-WHICH 'Ensure temperature and, humidity `are within specified limits for THE PRODUCT Is APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor andcompensate for increased humidity PRODUCT, (2) ANY INCIDENTAL-OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and/or delamination and will void warranty.Obtain LIMITATIONS APPLY.For the complete terms of the limited warranty,go to a ventilation guide prior to commencing installationAdeal conditions are www.painttoprotect.com. Some states/provinces do riot allow the 16°C-321C(62°F to 90°F)and a maximum of 6S%Relative Humidity, exclusion or limitation of incidental or consequential_damages, so the above limitations may not apply to you.To make a warranty claim,write Ventilation to Tecffnical Service,International Fireproof Technology,Inc., 17528•Von When spraying in enclosed spaces,regardless of size,adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at is required to remove excess moisture from the application area.The,use ptp painttoprotect.com of fans may be required'iri some cases to ensure a minimum of 0.3 air changes'per hour.Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com i Rev:12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and EveryJob.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 16 Days of Job Completion. F International Fireproof Technology, Inc. Paint To Protect ay+ �. 17528 Von Karman Ave,Irvine,CA 92614 949-975-8588 ICC-ES ESR3702 Verifies_that DC315 Meets Code Requirements Click here to view Report AC 456 CCRR.Compliant-,Report- (Click here for report) DC if a coating has not passed a full scale test on a manufacturer's foam it ��,-315'applied,_:oder —Spray` Polyurethane Foam (SPF), is cannot be used on that foam;there are no exceptions in the IBC Code! AlternativeBarrier -System in "Section 2603.9 Special,Approval"--as a', thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: an Alternative 'Barrier System, DC 315 is applied The International Building Code (IBC) mandates that SPF be separated agf5 i i"over `a-rrienufacturer's SPF and'tested-to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other . _ approved covering. DC 315 passed certified NFPA 286 and UL 1715 test ,NEPA 286, lJC- 1715,`UL 1040, or FM 4880 for duration of 15 utes by an accredited fire testing facility. Products over a variety of open and closed cell spray applied urethane foams that ' that-pass an ignition'barrier,tested under Y g facilities. All tests performed were conducted b ISA certified testing AC,�377,4Appendix R'ar'e;not appropriate alternative thermal barriers and comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC 'r Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section cannot-be used._Depending:on your_particular application, either ignition 2603.10 under "Special Approvals for Thermal Barriers over Foam ?I ,or`==thermal_barriers-are required, b'y.;the Intemational Building Code (IBC), d Plastics". DC315 is WHI marked and certified via 3' party inspection for quality assurance and consistency. Firiisti ',:; r' ry ` Flat` Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF ice Grey with a Thermal Barrier Protective Covering) The assembly must remain in place for 15 minutes during specified large- x'a,V O•Gt; #,'"'rtYf 7g/l,;, scale fire tests,such as NEPA 286,UL 1715,UL 1040,or FM 4880. F Y 'Solids By Volume;'- _r i 67% = Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377, X Appendix ;Spetifc,Giavlty'ti.; 1.30+/•0.05 g/cc Application Equipment xDryYrig7ime ,.` l'"'_(?7TF,&'50%R.N.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. 'ecoaCfif,.'.'re aired2to 4 hours 9 For maximum yield and coverage spray application is recommended. Ftash;Poini= 'nt'st k=i^ Niue, Sprayers: _g Pump:orCteaning '`'. `(j" - afer;' " Pump: (Graco)UltraMax 695 or equivalent 'Shelf-Life TX'�_YeaFfrom date of manufacture in unopened PSI: 3000 ``•'' "'> ontainers end stored at-1 0'C to 27°C(50°F to GPM: 1.00 'f, 's{✓,g, 0°F), I Tip: 517-521or-equivalent. SGal•ContaineiiWeight'. 58 lbs: Filter: 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and Wx3'whip • DC315 is the only 3'd party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent • Marked and Listed by Warnock Hersey Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. • Industry leading spread rate ■ Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh,removal of filter is recommend from gun and buildings machine • Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and X"x3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 1111110EXIMM r! requirements of USDA Pump: (Graco)GMAX7900 or equivalent ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 1 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh,removal of filter is recommend from gun and • Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 • Meets LEEO's point requirements Hose: 3/8"diameter airless spray line for the first 100'300' from requirements • No formaldehyde pump and%"x3'whip Pump: (Graco)GH 833 or equivalent DC 315 Is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh,removal of filter Is recommend from gun and A us at our website www.paintfoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and''/."x 3'whip ®3 7 APPLICANT S.CT.M #: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) bQSl111Q1rlb NAME Section Block Lot � STORMWATER - DRAINAGE P1edX1 Date. Z3 lrol� - INSPECTION REPORT FORM Signature Telephone N,anber O COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls =0= d b Limits of Clearing&Area of Proposed Land Disturbance. =-= 6nRpaA66 c. Condition of Stockpiled Soils. O0" d. Verification of Size&Depth of Leaching Pools. 000 e. Verification of Drain Pipe Installation/Concrete Parging. 00� f. Driveway Installation within the Town ROW-Highway Specifications 00� g Final Site Grading-Effect on Adjacent Property DD�m h Inspection of Gutter &Leader System-Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. J Inspection of Construction Entrance/Staging Area(s) U k. Location of proposed concrete washout area(s). 000 A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations OPTION : 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION":2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping OPTION#:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION#: 1. OPTION#:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate backgro n i d Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&srte as Town Engineering Department DD TOS Review NOTES: TOS Review NOTES: 1 19d BUMDING D 1 `7 ® LD ****FOR ENGINEERI il A USE ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date R Inspection# -� Completed & Approved by the Engineering Department. fF FORM # SWCP Inspection Report Form-TOS October 2014 1 1 • ' • ' COMMENTS 11 �►' Ems, .. . ,► , i , , L _ r�rm wv.�� FOUNDATION (1ST) FOUNDATION (21 ' I iu714rL , , ROUGH FRAMING& PLUMBING A" _ M MUM In A A W10 IT W44, INSULATION PER N.Y.' STATE ENERGY CODE� nu ADDITIONAL COMMENTS n �' om . � :. r, w- — .•,. wvFiat ,i%% ►r'..P r` ; f L TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 1� SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.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 `) 1 Contact: A-9 (:� -91^ —7 1-1) `,1� Approved 120 Mail to: YO Disapproved a/c P�n�j 1ti(���„f�, �L�4''QT- .-/y Phone: �o (� Z " c •- ?) `�—\tc�2L;Zv Expiration ,20 Bui m nfor PLICATION FOR BUILD SEP - 1 2017 --- Date At-; G-r2 8 , 20_n �_7j''�' ��7�PV D ,T INSTRUCTIONS (.J lsa.d�$1.9`LF. kd`�.A.L T. a. • 10T99WR916Pcompletely 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. v (Signature of applicant or name,if a corporation) So P,4-f4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, rchitect, a gineer, general contractor, electrician,plumber or builder Name of owner of premises /J-1 C,V-- A /-' �O /?- p 1 t� (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: House Number Street Hamlet County Tax Map No. 1000 Section ;-) Block ;1L0t l " Subdivision Filed Map No. Lot - Jk 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons uction: a. Existing use and occupancy ('2-�5(���� 67 C b. Intended use and occupancy y r,� C� 3. Nature of work(check which applicable):New Building Addition t/ Repair Removal. Other Work Demolition Alteration 4. Estimated Cost �� 006 690 Fee (Description) 5. If dwelling, number of dwellingunits (To be paid on filing this application) Number of dwelling units on each floor If garage, number of cars �� - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. "'C)'4 7. Dimensions of existing structures, if any:Front ! �� Height 7�f (o " Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth_ �S = yi�� " Height z y 14e Rear Number of Stories -r- 8. Dimensions of entire new construction:Front I/& - ZX 1 � Height ``ZY L Number of Stories e Rear Depth 3< ��z `1 9. Size of lot:Front 130 o Rear Depth S� 10. Date of Purchase JAY Z'o k- Name of Former Owner /0 (-gN 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO✓ 13. Will lot be re-graded? YES NO ';,/Will excess fill be removed fromremises? P YES NO 14.Names of Owner ofpremises 'lWe /J4 Address i ,ai /YS'f�" Name of Architect ✓ y 166 i�5 `� �' �� s���'�lone No._ y7- 2f, ZC, 1 Name of Contractor ,./cG/� ��� Addressso �-t i� � sphone No 2c, a_ /f5 Address�2 2 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater tland.\*YES * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE NO b. Is this property within 300 feet of a tidal wetland? * YES NOQUIRED 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 NOV---" * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF&ffDM A'q3e��LT Hl66//AJ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the e"*4' (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 b fore me this �5 day--Jof:a(�,�A 20—) , � ANNIE E.ESGRO NOTARY PUBLIC,STATE OP NEW YORK tary�Publiv Registration No.OIES5078083 Signature ofApplica t Qualified in Suffolk County Commission Expires May 19,2019 f�7 Scott A. Russell X17 r �'J A IWA NA�(GC)EI� HEN T SUPERVISOR SOUTHOLD TOWN HALL';P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y �.i �' Town of Southold CHAPTER 236 - STORMWA.TER MANAGEMENT FORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY of THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ® Clearing, grubbing, grading or stripping of land which affects more than 5!000 square feet of ground surf ace_ ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. Fn] 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. FE110 E Site preparation within the one-hundred-year floodplain as depicted } c-ou-r-s - - E] F.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 proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C_T.M. 1000 Date: APPLICANT: (Property owner,Design Professional,Agent.Contractor,Other) District N � fVAL NAME An& (ObIr 4 Sect'o" Block Lot tP.Ma (� T—, �j <' F";R f3i-iIL DIING DLPARTME USE GSL``'"'` Contact Information: X 3� /� \ 7aM�^ �nxn tv� Reviewed By: J - - - - - - - — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — - -- — — — Approved for processing Building Permit. egp yte _ — Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM SMCP -TOS MAY 2014 APPLICANT: S.C.T,M, 1000 s CHAPTER 236 (Property Owner, Design I'rotession+I,Agent,Contractor,Other) Stormwater Management Control Plan CHECK LIST Section Block Lot ' NAME: a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Date: ° * The applicant must provide a Complete Explanation and/oi Reason for not providing e m of 2d all Information that has been Required by the following Checkli�,tt I A Site Plan drawn to scale Not Less that 60' to the inch MUST t If You answered No or NA to any Item, Please Provide Justification Heiel show all of the following items; YES NOi NA If you need additional-room for explanations, Please Provide additional Papel. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.P. of tl)e Site Boundary as required by §236-1702), d. Test Hole Data Indicating Sol] Characteristics&Depth to Ground Water, e. Limits of Clearing & Area of Proposed Land Disturbance, I f. Existing & Proposed Contours of the Site (Minimum z intervals) I - g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring, j. Location of proposed Soil Stockpile Areas), it k. Location of proposed Constructlotl Entrance/Staging Area(s). i] I. Location of proposed concrete washout area(s), !i m, Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing I that the stormwater improvements are sized to capture,store,and infiltrate t on-site the run-off from all impervious surfaces generated by a two(21 inch 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 & Sedirrienl Controls, b, Construction Entrance & Site Access. 0 c. Inlet Drainage Str'uctur'es (e,g,catch basins,trench drains,etc.) d. Leaching Structures (e.g, Infiltration basins,swales,etc,) ;I I t)(i I:N(aR`I,L:it(N(a Dray R-1'IMENl- USE ONLY Additional Information is Required. Reviewed & I F� Stormwater Management Control Plan is Not Complete Appi oved By- — — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan Is Complete Date i ® SMCP has been approved by the Engineering Department i I . i FORM " SWCP Check List - TOS MAY 2014 Scott A. Russell SU S S�C'(0�RIM[WA\TE K SUPERVISOR P z NLA,- A\G]EIMIEI�`7C' SU SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Sou th o rd I CHAPTER''236 - STORMWATER MANAGEMENT WORK SHEET 1 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Ye/0 ❑ A Learing, grubbing, grading or stripping of land which affects more than 5',000 square feet of ground surface. ; ❑ B xcavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. x ❑ C ite preparation on slopes which exceed 10 feet vertical rise to s 1 feet of horizontal distance. i ❑ D ite preparation within 100 feet of wetlands, beach, bluff or coastal er sion hazard area. ElE ite preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 1 ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes y I 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 with your Building Permit Application. APPLICANT_ (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T.M. 1000 Date � -rict l NAME. T1_ ec on 'Block Lot Mswmd FOR2-BIN �1R HIEN USE ONLY Contact Information Tdcph,n,Numt— Reviewed - - — — — — — — — — — — — — to Property Address/Location of Construction Work: — — — — — — —Apfor essin uilding Permit. S mwater Man a e nt Control Plan Not Required. '00U �� Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 I APPLICANT: S.C.T.M.#: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — d,0 k •--�//•-- � Stormwater Management Control Plan CHECK LIST NAME: !+" �" §e3 Ion Block Lot r S M C P -Plan Requirements; Provide ONE copy of the Building Permit Application. leave P-1 Date; � � ` * The applicant must provide a Complete Explanation and/or Reason for not providing �S a• —Q all Information that has been Required by the following Checklistl I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NA If You answered No or NA to any Item, Please Provide Just ificatlon Here! show all of the following Items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b• Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 DRAINAGE INSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. Contact TOS Engineering at 765-1560 before f. Existing & Proposed Contours of the Site (Minimum Z Intervals) Backfill, OR Provide Engineer's Certification g. Location of all existing & proposed structures, roads, that the drainage has been installed to Code. driveways, sidewalks, drainage improvements &utilities. h• Spot Grades & Finish Floor Elevations for all existing & proposed structures. EROSION I. Location of proposed Swimming Pool and discharge ring. Shall include but no j. Location of proposed Soil Stockpile Area(s). well maintained construction k. Location of proposed Construction Entrance/Staging Area(s). WireBacked Silt Fencing, S a I. Location of proposed concrete washout area(s). rpprfingof ex osed an or mac M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing APPIKOVAL OF STORMW that the stormwater Improvements are sized to capture,store,and infiltrate OL PLAN -TO on-site the run-off from all impervious surfaces generated by a two(T)Inch ate; rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to a• Erosion & Sediment Controls. b• Construction Entrance & Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach Ing Structures (e g. infiltration basins,swales,etc.) BUMDING DM. l"OR ENGINEE11ING SPAR" 1 T USE ONLY I _ Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. Approved By. I - - — — — — — — — — — — — — — — — — — — — — — — ✓� I Stormwater Management Control Plan is Complete. Date. SMCP has been approved by the Engineering Department. I FORM * SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 `.� • Southold, New York 11971-0959 1 ,F Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert(a?town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: G V License No.: ! - email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: dAWILOZ-4-_AI/ �V Address: p Cross Street: Phone No.: Bldg.Permit#: 2✓ email: Fax Map District: 1000 Section: Block: 3 Lot: BRIEFESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/(g) Rough In Final Do you need a Temp Certificate?: (!9DNO Issued On Temp Information: (All information required) / Service Size .1 P 3 Ph Size:-�?00 A #Meters ( Old Meter# ew Servi - - Fire Reconnect- Flood Reconnect-Service Reconnectedndergroun -Overhead Underground Laterals 2 H Frame C9� Work done on Service? CYD N I#t N Additional Information: PAYMENT DUE WITH APPLICATION D � 82-pSesQo�nsTo�fg Fo BUILDING DEPT. TOWN OF SOUTHOLD �' g�fF01,,� BUILDING Df'APARTMENT-Electrical Inspector C, TOWN OF SOUTHOLD y ` Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # TO DateNAi2?? C 2018 777 Customer NameElectrician NameKe r�;�pl1 Address S� �v,® (� �( � - Phone e-mail Phone License# Size -ZZ0 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This tion is vali r lays fro the date above. Authorized by - — Town Nail Annex 4n�������� Telephone(631-1802 54375 Main Road !:4- Fax(631)734-9502 P.0.Box 1179 ups zM Southold.W 11971-0959 BUILDING DEPARTMENT 140TICE OF UTlU ION.CF TkUSS-TYPE CONSTRUCTION PRE-ENGINEERED O.O CO STRUPTIM ANRIO R TIMBER CiO STRUCTION Date; Owner- ✓l-� Location of Property: .(7 '� z= t t�a� Please take notice that the (check appilbbtb line) New residential.structure Addition to existing residential structure Rehabilitation to,an;existing,rostdential structure i 41 to be constructed or performed at the Isubject pro¢erfy deferent above will Utilize (check=applicable line): . Truss type constrUctio .(TT) Pre-engineered Wood pqnstrciction=(PW) = _ Timber construction(TC} �f in the follow. g location(s)(check applicable line): Floor framing, includlrig,girders and beams(F) #, Roof U irking(R) _ Floor and roof framing(FR) Signature: Burne (person submitting this form): Capacity(check applicable line): owner ?Owner representative Tru8sResRegl5.docx Effective 4/1!2015 SURVEY OF: TEST HOLE DATA PROPERTY LOCATED AT NEAR ARSHAMORES-W/ PUBLIC WATER (NOT TO-SCALEL T"IOGUE SEPTIC BY: ROY K. REISSIG. PE TOWN OF SOUTHOLD APRIL 8. 2017 a9:30 AM SUFFOLK COUNTY. NEW YORK -Zvo r 0.0'-0.2' TOP SOIL PT W 0.2'-3.0' BROWN SILTY SAND SM S.C.T.M. # 1000-44-3-1 _ AREA = 112.500.0 S F. = 2.5626 ACRES \ EDGE OF.p^Vk-tj NW EWATERG �C R' Q�)Q4 _0 = 9 3 3.0'-B 0' SADARK BROWN ND @GRAVEL SP `S 76° SERVICE 8/ a SCALE: 1"=60' 03'20„ PALE BROWN NOTE: THE EXISTENCE OF RIGHT OF WAYS. E 8.0'-10.5' SP WETLANDS AND/OR EASEMENTS OF RECORD 300'00' GRAVELLY SAND METER WATER IF ANY. NOT SHOWN ARE NOT GUARANTEED. WET BROWN c� 0 V\, 10.5'-17.0' SAND 8 GRAVEL SP ELEVATIONS REFER TO 1966 NAVD 14 `�'� M co., a MIN POLE of : e CO TEST HOLE 10' 8 DIA 20' 8' DIA 20' MIN. LAND N/F � ® PIPING SEPTIC TANK PIPING L P. GRADING IOANNISNTSMIMIS oQot 14 EL 13.0 98 CLEANOUT DETAIL 15.50 SLATE OR OTHER QR- STOPPER OR A'�� SUITABLE COVER FF. EL. RES W/ PUBLIC WATER _ 127.7, w END PLUG LOCKING CASTING M SEPTIC 76'2' 222 2 STY r W �A?5 TO GRADE PROP. GROUND �a� EXISTING ® W FR. RES 14 GRADE a AREA OF ' ♦ F�Rn '. 3 BEDRQOMS• 12--- ,L �� 1' MIN 1' MIN \AREA OF PROPOSED .-'l 6 �N EXISTING r FF EL N PITCH -0 2' MAX 4• DIA 2' MAX RGROUND ` y SANITARY 15.5 � SEWER PIPE CH PROPOSED MIN. J ,+�G•l -r'• ELBOWS 65 SEPTIC TANK o C3 e S EXISTING SANITARY V BE iNA' 4MINrA 9A® 1/e o O - -�• ABANDIONED 8 REMOVED `aJ m 'ii? 6h \ C/- p� \ O yLe ♦� rn o (p O �2 �. � 45 om-J< c0LUR RDx. 5 p� [(� 4 p'. aaELBOWS ¢W LAR m HIGHEST M'^ ti'� �S� 'rr� t,, � �� g� w HOUSE TRAP/CLEANOUT MUST BE INSTALLED _= BACKFILL WITH �H4 0, �" ON THE SEPTIC TANK INLET WASTELINE. CLEAN snN0 ANDR EXPECT , m GRAVECLEAN MATERIAL 2 SUN, -�''VAY,,6, d a` 6y 4j+�? �n IF INSTALLED AT EXTERIOR EL 2.5 GRD. WATER �r p� c 14 r RA , - t N IT MUST BE INSTALLED TO GRADE. 71L, rbrn y=ap LL�J U � � � �` g$ J (+ i SEPERATIONUTrLIES ETOI THRE E SEPTIC INIMU Q� SANITARY SYSTEM DETAIL 2z69 g N l �cB 2&' 2_-j ar lis I? ry la l o-a ic,05 J Iq ~ J a 7—o) t� Y 2 LOCKING CASTING �0 `ti Q(A ' J e re�qq �0z10 �` F TO GRADE 4,* �J \ ® Ld`�1?v� rY t �3 r (ID n p Sy°.,, FINISHED aQ Tr.I �., Y p 24' 1' MIN. 24' 8' MIN TOP Ivr' S�" `�41 +�- ° ^ (n GRADE), �/ tu 1/4' 2' MAX. SLAB !R/ v3 s$L .°i� � Ay ■ ■ ■ .�— PITCH 20- nh 14 ", 23 ��� INLET 1'MIN. CCA$$ 20' ��P�;y C� FROM SEPTIC TANK ,gym 2' MAX. L DIA MIN. %n' AZ I/9 bU z4ee m ® �t�@ O f yy..��,,, P�; _ ° PIPE 3a mJ31U] � m 1/B'PITCH �� �_vRSfS 4'OIVALENT 1 LL /� , �� ��$, g , z CLASm 5.0 �� 4'DIA MIN ��� FQ� r� e� f��y� o Q� DEPTH m CLASS 2400 �� �I��e•�a gds .``Y"-S�!,� .. < C] (] 0 C] •� <S� plp LAND N/Ffl� �• �9Sf be = 3.0'MIN a.0 DIA LEACHING POOL PE OR EQUIVALENT PENKA L GIBINSKA " �"�13�> -°+�i3p�aOp)f fid$ ( . COLLAR O O 0 0.- A' s.o DIA as RES W/ PUBLIC WATER _ Proof � O W ROSSOVER PIPES SEPTIC \ A BACKFILL GLEAN SANWI H m- a 0- SEPTIC SEPTIC TANK z e B' DIA !o CONC. GRAVEL MATERIAL � GROUND WATER MON. TYPICAL 1500 GALLON SEPTIC TANK J� 'e 3.5 TYPICAL SANITARY LEACHING POOL HIGHEST ND WATERED / 91^IN,1 Uj (N.T.S.I B.S.N"�ENCE ...... ,� HOUSE DETAIL N 76'0 a AUFHCR n ALTERATION aR ADDITION TO nus SURVEY IS A VraATMN 1• = 40 30 `5�2 "�/ OF Nie SURVEYED B Y: OF SErnaa�(IF THE NEW YORK STATE EDUCATION LAK CVD (�0, CONC. COPIES OFTR�S,RVEYMAPNUTGEARINDTHELAND�RVEYDR;D.® Y PAUL BARYLSKI LAND SURVEYING OR EMSDMERANTEES SEAL SHALL BE HD TO BEE A VALID LIDR RUEONLT�0 Y• ^IB1 " 24.6 PORCH MON. �'� QPV�, A �s THE PERI M FOR WHOM THE SURVEY IS PINPARM AM ON ITU SEHM F TO m !z® PATCH 0 G U E NY 11772 PHONE 631-294-6985 THE MILE COMPANY.GOVEIMIENTAL AGENCY AND LEN[UNG DRSTITU ION 9 B a s , LISTED HEREW.AND TO THE AssnaEEs OF THE LBYffiJG nsnnrtrua Taey GUIVIANTEES OR CER17FICATION5 ARE Tar TRANSFERABLE TO ADmnDNAL S 0 LAND N/F '® l.s m 11.8 SOUTHOLD VENTURES INC Ir FAX 631-627-3166 CERTIFIED T0: m as P� ® PAULBARYLSKIBYAHOO.COM KATHERINE ANDREADIS m 1a3 m NE �O VACANT DECEMBER 1, 2016 NIKOLAOS ANDREADIS 050782 J HELEN ANDREADISAND 4-10-2017: TOPO & PROP. SANITARY SYSTEM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 7-17-2017: REVISE SURVEY 2398-1 SURVEY OF: TEST HOLE DATA PROPERTY LOCATED AT NEAR ARSHAMOMOGUE j ; RES W/aPSEPTICUBLIC WATER (NOT TO SCALER TOWN OF SOUTHOL❑ BY: ROY K- RE[SSIG. PE � APRIL B. 2017 09:30 AM SUFFOLK , COUNTY. NEW YORK x0 jy 0.0'-0.2' TOP SOIL PT S.C.T.,M. # 1008-44-3-1EOG /C it �O W 0.2'-3.0' BROWN SILTY SAND SM E OF p EXISITNG ( R. � _ Lq ¢ 3.0'-8.0' DARK BROWN SP AREA = 112.500.0 S F. = 2.5826 ACRES S o AVEMEIVr SWATER ERVICE 4 8) D o a 3 _ SAND a GRAVEL SCALE: 1"=60' 6 �3'2()" of 8.0'-10.5' PALE BROWN SP NOTE: THE EXISTENCE OF RIGHT OF WAYS. e GRAVELLY SAND WETLANDS AND/OR EASEMENTS OF RECORD REs. 3�0,p�. WATER WATER _ IF ANY. NOT SHOWN ARE NOT GUARANTEED. _j LIFTER o�0 10.5'-17.0' WET BROWN SP 40 J�\� POLE SAND d GRAVEL ELEVATIONS REFER TO 1966 NAVD 14'' 0o ,tl �'' a 141 — S 1 Ci. m 2 0 10' 8 DIA 20' 8' DIA 20' MIN. LAND ANNA MF CO O 14 ® TEST HOLE PIPING SEPTIC TANK PIPING L.P. GRADING IOANNIS TSIMIS i R0 11 EL 13.0 CLEANOUT DETAIL 15.50 R,tiJ ]2 ti ]]9$ O_ SENO PLUG SLATE OR OTHER EL _IV $ SUITABLE COVER FF. EL. RES W/ PUBLIC WATER 7 _ ____ _ _-•' 7.7' 6 LOCKING CASTING fl SEPTIC 6'2' 22.2 f 2 STY w r W \�I TO GRADE PROP. GROUND 1! EXISTING m Iu FR. RES GRADE �� h ; AREA OF 3 BEDROOMS- 12 _- _ r 1' MIN 1' MIN\AREA OF PROPOSED ; 16 Nv EXISTING FF"EL RES �` dr SEWER PIPE I/q as Z' MAX q DIA 2- MAX FILL SANITARY L5.5 N > PITCH PROPOSED MIN. r� : EXISTING SANITARY TO BE ELBOWS SEPTIC TANK O o l7 O 0 1N! IN. 3�0 I/B o 0 C3 o T g Q -._.. Oo g ABANDIONED a REMOVED W V O 1� %6\0 m roe\2•�� o 0 0 0 = (OV Q 2 _ 0q5 41 ELBOWS mF COWR m 00� COLLAR W 35 °�/� k'" c ��T••>z�45A4 UIRED C DEQ HIGHEST M' in IMAGE IN,"' - HOUSE TRAP/CLEANOUT MUST BE INSTALLED ;= LBACK LL WITH GROUND WATER EXPECT i!m � �;;� 'at 765-15�before: Q'y ON THE SEPTIC TANK INLET WASTELINE. GRAVEL MATERIAL EL 2.5 GRD. WATER Z .2, •'� r,.,ntact��O$' IY ' I IF INSTALLED AT EXTERIOR a < 1'CA Eqgine s Certification w IT MUST BE INSTALLED TO GRADE. ALL �J u $ackfill, OR Pro °I`�` ,I d to Code• ', IL J ~ 4 UTILIES REQUIRE A 5 FT MINIMUM SANITARY SYSTEM DETAIL Z20 p '�as�h: ,e U \J --c N SEPERATION TO THE SEPTIC SYSTEM s o that the.drainage w 3 Zr !L3 2 J s+� cti� mq � Q rY g �.� LOCKING CASTING hh J`ti a cn r 'T CONTROLS �m C/ Q -!� 2 i TO GRADE 1A• J \ OSION ` ��UIME� to' 2 Q Q \ Rt limited !' 3 but nOt be lim r G) FINISHED 24• M OP Iq mall InG1UCle b nStrUGtlOn Entrance) u ^ GRADE- I/q-PITCH a 14 q Well maintained Co „ I� 20' stabilization& INLET !'MIN. llg (� FROM SEPTIC TANK l�� 2' MAX. 4-DIA MIN ed"Silt Fentinglor inactive so 1 .PITCI-IWire backosed and/PIPE400 �ik� (i f eX� 4'DIA HIN. < ti o 'PITCH 5eedln W CLASS 2400 6OR EOUIV i w ALENT _z�� mLASS 2 00 LAND N/F + -4"DIA = 3.0'MIN` 8.0 DOIA LEAOCHINGOPOOL� n COLLAR jEO�Py^LENT PENKA L GIBINSKA AGEMENT ,9 WATEFR'.PA _ nAND O O a.0' DIA RES w/ PUBLIC WATER ApQRO�JAI OF SPOT M Code a ter 36 wOSSOVER PIPES w SEPTIC TANK SEPTIC COMTF2�l.PLAN CLEAN 0 BACKFILL 8' DIA `� CONC. Date• Z122GRAVEL GROUND WATER MON. ..:�� TYPICAL 1500 GALLON SEPTIC TANK Approved by: J�, '� HIGHEST EXPECTED. TYPICAL SANITARY LEACHING POOL GROUND HATER / CN I�• (N.T.S I A1IN0 INK FEN^ ,r HOUSE DETAIL 5jN �E 1" = 40' N 7 PCV0ORCH nD ��LS� V 3 3'20"11, O SURVEYED BY: !0/ co PORCH LS V INAUTHM=ALTERATION OR AMMON1 TO THIS SURVEY IS A VIOLATION 2'•S m D 0�' O'� oNc_ �.�� Sr�1 P AUL B A R Y L S K I LAND SURVEYING OF SECTION rM OF THE NEW YORK STATE EDUCATION LAK RC 42.0 f COPIES OF TWIG"M MAP IDT SEARING THE LAND MVEYORS INI= 9,g 2 Sr0 SQ L^ PATCH 0 G U E NY 11772 CHBOSSM �ANOT IGNSEI TCOEHAiA���Y. Fj�R SY K �rHo�o. No NSF PHONE 631-294-6985 THE PERSON FOR WHOA THE SURVEY IS PREPARED..AND ON HIS BEHALF TO OCT - 5 2017 �ENr THE TITLE COMPANY,GOVERNMENT&AGENCY AND LEMING IMSTITN MN I.5 - m IL8 - UR FAX 631-627-3186 USTEO tERECH ANO TO THE ASSIGNEES OF THE LENDING NSTMITM m 6,0 PA V^C. eS IANC �0: [] GUARANTEES OR CERT T TRANSFERABLE TO ADOMONAL 46 i?3 m Io ^NT v f A U L B A R Y L S K I B Y A H 0 0.C 0 M �L)E1 CERTIFIED TO: KATHERINE ANDREADIS BUII,DING DEPT. 0 DECEMBER 1. 2016 NIKOLAOS ANDREADIS TOWN OF SOjIT$OLD So78Z HELEN ANDREADIS LAND SJ 4-10-2017: TOPO & PROP. SANITARY SYSTEM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 7-17-2017: REVISE SURVEY 2398-1 ` �i 9-15-2017: LOCATED ADJOINING RES'S SURVEY OF: TEST HOLE DATA PROPERTY LOCATED AT NEAR ARSHAMOMOGUE RES aPUBLIC (NOT TO SCALED BY. ROY K. REISSIG. PE TOWN OF SOUTHOLD APRIL B. 2017 e9:30 AM SUFFOLK COUNTY, NEW YORK NQR 1,�J 0.0'-02_ TOP SOIL PT S.C.T.M. # 1000-44-3-1 f �l Zj W 0.2'-30' BROWN SILTY SAND SM AREA = 112,500.0 S F. = 2.5826 ACRES ` EDG OF P'jVf EXISITNG (C.j�. L O1q D U) ¢ 3.0 8.0 DARK BROWN SP S MENT WATER 4(3 1 o F, 0 3 SAND & GRAVEL SCALE: 1"=60' M 76°Q�,2Q SERVICE l ^ W o NOTE: THE EXISTENCE OF RIGHT OF WAYS. 3 E 8.0'-10.5' GRAVELLPALE Y SAND SP WETLANDS AND/OR EASEMENTS OF RECORD RES. QQ.QQ' WATER WATER METER IF ANY, NOT SHOWN ARE NOT GUARANTEED. ;Ldp WET BROWN v'V!:: POLE 10 5'-17 0' SAND GRAVEL SP ELEVATIONS REFER TO 1988 NAVD 14' r; B MIA/ i� S 1 o; 10' 8 DIA 20' 8' DIA 20' MIN LAND N/F co TEST HOLE O 14 PIPING SEPTIC TANK PIPING L.P. GRADING ANNA g ��� EL 13.0 CLEANOUT DETAIL IOANNIS TSIMIS FF EL. RES W/ PUBLIC WATER 76. , 7 7 I` 8` SEND PL OR SLATE OR OTHER 15.50 et)e1 ,." �2 N 8�' ENO PLUG SUITABLE COVER LOCKING CASTING 0 EXISTING SEPTIC 2 Z FR.STY �qZS TO GRADE PROP. GROUND 1p. m W W GRADE �3 _'010 AREA OF , 3 BEDROOMS•-12--•-•--_ w '131-1 1' M[N c�5 N EXISTING EL RfS. �' N 1 MIN AREA OF PROPOSED 16 Q_ x SEWER PIPE 1/4• �'?S 2' MAX 2• MAX FILL ,` `o1l L^ SANITARY - 15 5 N > 45' PITCH 4 DIA ELBOWS PROPOSED EXISTING SANITARY TO BE SEPTIC TANK MIN C7 D O p p TJX 4 X365 4' DIA iO 1/B' O,o� ABANDIONEO 8 REMOVED V. N nm o 0 0 o w 1N MI �3�I 6� 0 0 0 0 < ` O W y U 45 ELBOWS o` 30'MIN. 10 3.0'MIN. > O� [�� > COLLAR m 0O COLLAR w ^ Y W 1 Cmc c w 9-6 a M 2\ HOUSE TRAP/CLEANOUT MUST BE INSTALLED z= BACKFILL WITH HIGHEST _'to �In �i ON THE SEPTIC TANK INLET WASTELINE, CLEAN SAND AND GROUND WATER EXPECT m GRAVEL MATERIAL EL 2.5 GRD. WATER ? W IF INSTALLED AT EXTERIOR Q; Z ,14 IT MUST BE INSTALLED TO GRADE. ALL [i/ Zti UT[LIES REQUIRE A 5 FT MINIMUM i'L Cel J U ..•" W (L _ e N SEPERATION TO THE SEPTIC SYSTEM SANITARY SYSTEM DETAIL 2 2(1) 3 i \z 3 2 too i 1' 3 2 AS: m4 i� O eY mtQu LOCKING CASTING ,14� J"'ti d co TO GRADE tiA J ? (o \ Ise 3 ,• Z if) FINISHED m 24' 1' MIN 24' fi' MIN TOP U ^ . . GRA:E', 1/ ■ 1/4• 2' MAX. SLAB �1 14 ^ INLET 1' MIN 4 DIA MIN (/PITCH 20 20 1 Q� ) FROM SEPTIC TANK 9� 2' MAX. I/B'PITCH CLASS 2488 m W <<, 4'DIA MIN PIPE .3a fO m 1/B' W 24N w OR EQUIVALENT ~ z�'_j �� PITCH rr CLASS �� O D O D O Oc I`GO 5.0 Nn Ja.9e 4' DIA MIN ... S -• - ~ �ti ~ DEPTH CLASS 2400 LAND N/F f 3.0' MIN 8.0 DOIA LEACHINGGOPOOLO fO PIPE to COLLAR In 9 OR EQUIVALENT PENKA L GIBINSKA � O O o �• 8.0' DIA ROSSOVER PIPES RES W/gPUBLIC SEPTICWATER t<2 E BACKFILL WITH Z s SEPTIC TANK \e CLEAN SAND AND mg 8' DIA �4i CONC. Z� GRAVEL MATERIAL GROUND WATER i TYPICAL 1500 GALLON SEPTIC TANK MON. �� j HIGHEST3EXPECTED TYPICAL SANITARY LEACHING POOL GROUNDWATER I IN T.S.I --- Cjl^IN-CIIv1< FENCE ------- HOUSE DETAIL HSiN I' = a0CV0 N 76 In 2g5PORCH 3QD,00,Qrw CONC. •�� t PARLEYED BARYBSKI LAND SURVEYING rer Qv S OF SE 9 OF THE NEW YORK SUMAUTHORI=ALTERATION OR TATE EDTO DUUCAnION LLAT VEY IS n nounGD m 1zQ Ulm MON �- ,1,COPIES OF THIS SURVEY MAP NOT BEARING TIE LAND1 SURVEYORS Him 99 z SD [EUE sD �. � PATCH 0 G U E NY 11772 OR EMBOSSED SEAL SHALL NOT BE CONSMEIE13 TO BE A VALID TRUE COPY. v Fq•R RY D �IT/-; 9ND _ TH31 E PERSON coMPnIKNOWY. THE SURVEYNTAL SI PREPARED. RE �HIS Ti�,GUARANTEES OR CERT71CATIOM INDICATED HEREON SHALL RUN ONLY�O 1.6 ES m Ila� OLD V ENT URE � LISTED HEREDN.Ara TO THE ASSIGNEES OF THE LENDING D STmmoN. m B e PA QAC S IANC F PHONE I N631-627-316668 5 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL m TIO qq AA/ d INSTITUTIONS OR SUBSEDUENT OWNERS 1?s �cf OCT 5 �®@7 T PAULBARYLSKIoYAH00_COM CERTIFIED AN 0SOT82 DECEMBER 1, 2016 NIKOLAKATHERINE ANDREAOIS ls� HELEN OANDREADIS Is O LAND 4-10-2017: TOPO & PROP. SANITARY SYSTEM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BUHMI IG DM. 7-17-2017: REVISE SURVEY 2398-1 TOWN OFSOUTH®LD 9-15-2017: LOCATED ADJOINING RES'S I r, - SURVEY OF: ' PROPERTY LOCATED AT NEAR ARSHAMOMOGUE SUFFOLK COUNTY DEPARTMWCF HEAITHSEW9CE�i TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK N� �Iv�-�.;�IALt?F�,'D�9SMCM WORKS FOR S.C.T.M. # 1���-44-3-1 R ?'j1 �wsIr,GLE FAMoLYM00ENCE e00f R Date D a 2��� �p,,,, \ OF P,1V EXISITNG �C.R� O.A � H.S.Ref.OYI�Io ' 04 —9 AREA = 112.500.8 SF. = 2.5826 ACRES \ S fMeNr WATER 4 SCALE: 1"=60' �6�03,ZO SERVICE 8) Tile�g,R,a y,�ISG�' �) 99'dF.`P dL'}�Yy ftd at IhIS!f'CSR.07i F+ NOTE: THE EXISTENCE OF RIGHT OF WAYS. ` \ i1sp=eu I3::Iocby,,%ft Dept,, 69 �a�,er.� Geuar�Qg wA r be SaWacWy FOR A A�a�Ys����9 �Ov�se WETLANDS AND/OR EASEMENTS OF RECORD MfTfR 4//"J IF ANY. NOT SHOWN ARE NOT GUARANTEED. {�7�`�fece N° POLE l �f'f -"-�-D^— 0 i. -im LPIO� \ 300.0 CrEl r�nepper, P.F s l,i-f NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION �m BY OTHERS B.0 H. REF No. e; B LP2 ST cI^a Ti'1 lr„�r' jVi �� 1i F'i�l SEPTIC LOCATION LAND N/F f •A- LP3 N & 2ND STY F sr \ -A' B' IOAN ISTSIMIS DECK At RESP 2ND DECK Y \ S.T 18' 42' STOOP 127 7, L.P.1 26' 56' 76.2' L.P 2 27' 66' tuWz 4 U 2ND STY F m DECK iM L.P.3 17' 61' r ^� c^' P^T10 N �•` V O P00j. D d 2 f 84 1, / OZ DEC 1 7 2018 Lei h ....... 2 0 u 2 i 4 OWN OF SOUTHG Oar oc, HOUSE DETAIL eti co N.T.S. � 'v. p 'I� J~2 J _ 2 CO O F li3: m 12.0 Of N m BA Yts� 0 �IPS co LAND N/F PENKA L GIBINSKA r �' O C> >0 2 yts 050782 Jt2J CONC. LAND 5 2 to e0 / fH 11N O eb�NFeNre m Q0 SHEDS SURVEYED BY: N iso 4* PAUL�a PAUL BARYLSKI LAND SURVEYING 0,31 300 Op O�W caNc PATCHPHONE0631ENY 11772 294-6 85 UNAUTHORIZED ALTERATION OR ADDITION TO THUS SURVEY IS A VIOLATION i MON. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAN. COPIES Of THIS SLRVEY WAP NOT GEARING THE LAND SURVEYOR,INIM SHEDS FAX 631-627-3166 OR EMBOSSED GUARANTEES THE PERSON FOR ORS SHALL THETHE TITLE COMPANY. �A�LIS CONSIDERED MO ON LISTED HEREON.AND TO THE ASSIGNEES OF THE 7TO�OO INSTITUTION FY. SOUTyO`DA�NTjjReS NSTITUTION. 1 8.4•/N DECEMBER Ll. 2016IA H 0 0.C 0 M GUARANTEES OR CE'RTIRCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL NC INSTITUTIONS OR SlBSEOLlarT OWNERS. A-I 10A- T O P O 8 PROP. SANITARY SYSTEM CERTIFIED TO- 201 : REVISE SURVEY KATHERINE ANDREAOIS 4—C- NIKOLAOS ANDREADIS 9-15-2017: LOCATED ADJOINING RES'S HELEN ANDREADIS OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 10-12-20 .8: FINAL SURVEY 2398-F NOV 2 7 20161-16-2018: REVISE SURVEY S *FF.CO.HEALTH SERVICES ;�C I F WASTEWATER MGT. New York State Insurance Fund Q , Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 271297074 C KYPRIANOU CONSTRUCTION INC PO BOX 2247 AQUEBOGUE NY 119312247 ❑ ' ■ Scan to Validate POLICYHOLDER CERTIFICATE HOLDER C KYPRIANOU CONSTRUCTION INC TOWN OF SOUTHOLD 64 PEACOCK PATH BUILDING DEPT/TOWN HALL AQUEBOGUE NY 11931 54375 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12003809-7 117756 07/16/2017 TO 07/16/2018 12/18/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2003 809-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS', COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. CHRISTAKIS KYPRIANOU,PRES OF C KRYPRIANOU CONSTRUCTION INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. JAN 8 2010 LLL TOWN OF SO-LTIROLD NEW YORK STATE INSURANCE FUND J, DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:394273459 U-26.3 SUFFOLK COUNTY DEPT OF LABOR, I LICENSING&CONSUMER AFFAIRS �Ek HOMEIMPROVEMENT CONTRACTOR F-v LICENSE NAME CHRISTAKIS KYPRIANOU This certifies that the BUSIN NAME bearer is duly C.KYPRIANOU CONSTRUCTION INC licensed by the County of Suffolk U.—Numltr U#e issued 17218-H - 10/0111989 Oeem EXPRAT10N Oq'E 1010112018 JAN S 2018 F TOWN OF SOUIROLD Robert J. Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @D,Aol.com November 30,2017 Damon Peter Rallis building Plans Examiner Southold Town Building Department RE: Andreiadis 55480 CR 48 Greenport,NY 11944 Dear Dannon; In regard to our phone conversation this morning,I have submitted for your approval the average set back of the adjacent properties based on the information provided to me from Paul Barylski land surveying revised survey dated 9-15-2017. adjacent residence east side =33.5' adjacent residence west side =27.5' Total =61.0'/2 =30.5' Required Setback provided =33.5' ED A,90 S' ~� �•s J h�GGh�jc� �S ti� Oa gins �. 190io Q' OF N .tO REScheck Software Version 4.6.4 Compliance Certificate Project additions and renovations Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55480 rte 48 Andreadis Robert Higgins Southold, NY Robert Higgins Architect 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com - _ - Compliance: 2.4°/.Better Than Code Maximum UA 166 Your UA. 162 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 or 11.1-Factore IPL Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 79 21.0 0.0 0.044 3 Wall 1:Wood Frame, 16" o.c. 1,042 21.0 0.0 0.057 46 Window 1:Wood Frame:Double Pane with Low-E 235 0.300 71 SHGC: 0.30 Ceiling 1: Cathedral Ceiling 1,235 30.0 0.0 0.034 42 Compliance Statement: The proposed building design described here is consistent with the budding 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 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgins architect lew!:tjt� 8/31/2017 Name-Title Signature Date Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis southold\energy.rck Page 1 of 9 0 REScheck Software Version 4®6.4 Inspect'i®n checklist N/" Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section �lae� V� ieii Fielerifed T?re -ll sp��eiLicaialFIari;Revai* _ _ ca Bier?: _ �s frrrneertsf s urn�ativ�s Sc Ite'^-RD r, _ - - 103.1, Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRI]l energy code compliance for the building envelope.Thermal :7 >"v= 2 ,❑Not Observable 911 envelope represented on - -_ a'❑Not Applicable =construction documents. `a 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not -. 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302 1_` `;Heating and cooling equipment is Heating: Heating: / ` ❑Complies :Requirement will be met. sized per ACCA Manual S based Btu/hr Btu/hr -❑Does Not [FR2jz '.on loads calculated per ACCA Cooling. Cooling: ❑Not Observable Manual)or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) F=2'_Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis Southold\energy.rck Page 2 of 9 0 6im6itt/As, tionIn tilo-n- 14n 30_3-.2-.'V;-.',A protective covering is installed to 0complies Requirement will be met. [FO1i � "'protect exposed exterior insulation,12--` ',E]Does Not and extends a minimum of 6 in.below , []Not Observable grade. []Not Applicable and ice-melting system controls:ElComplies 'Requirement will be met. [FOI 2]?_'_ ",installed. ;E]Does Not 'EINot Observable ENot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) -_3]Low impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis south old\energy.rck Page 3 of 9 ` ` lcc402.1.1, �Glazing U-factor(area-weighted U- U_ 'Elcomplies !See the Envelope Assemblies 402.3.1, ;average). E]Does Not table for values 402.3.3, []Not Observable 402.5 �DNot Applicable 303.1.3 U-factors of fenestrati on prod ucts 5,,,'E]Complies :Requirement will be met. [FR4]1 are determined in accordance FIDoes Not :with the NFRC test procedure or <�-T]Not Observable Aaken from the default table. ot Applicable 402.4.1.1 Wr barrier and thermal barrier plies :Requirement will be met. [FR23]1 installed per manufacturer's _y� L-JiJoes Not E]Not Observable ENot Applicable r7777 "Elcom plies :Requirement will be met. 402.4.3 Fenestration that is not site built [FR20]1 7is listed and labeled as meeting .'"E]Not Observable :or has infiltration rates per NFRC 'E]Not Applicable -400 that do not exceed code 402.4,�--�- -rated recessed lighting fixtures s Requirement will be met. El Does N ot ealed at housing/interior finish and labeled to indicate:52.0 cfm leakage at 75 Pa. :E]Not Applicable ElComplies 'Requirement will be met. 403.2.1 :Supply and return ducts in attics [FR12]1 insulated >= R-8 where duct is E]Does Not >=3 inches in diameter and >= _71'11, []Not Observable R-6 where <3 inches.Supply and ''E]Not Applicable i return ducts in other portions of ,the building insulated >= R-6 for diameter>=3 inches and R-4.2 41 for< 3 inches in diameter. 405.�,15" Building cavities are not used as ",,�,',E]Complies 'Requirement will be met. "ducts or plenums. ""ElDoes Not FINot Observable E]Not Applicable 404,� HVAC piping conveying fluids R- R- E]Complies Requirement will be met. '[FR1712,�'_c above 105 QF or chilled fluids E]Does Not below 55 9F are insulated to�tR- E]Not Observable 3. []Not Applicable 403.4.1 Protection of insulation on HVAC ElComplies Requirement will be met. [FR2411 'piping, V0Does Not `UNot Observable --E]Not Applicable 401 Hot water pipes are insulated to R- R- ;E]Complies :Requirement will be met. E]Does Not :[]Not Observable ;E]Not Applicable ___-,,�'Automatic or gravity dampers are -.Ocomplies !Requirement will be met. (FR191 installed on all outdoor air intakes and exhausts. -[]Not Observable 'E]Not Applicable El Additional 11 High Impact(Tier 1) Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Oocuments\COPYDIlU4\additions\2017\andreadissouthu|d\enepgy.rck Page 4uf 9 I High Impact(Tier 1) Medium Impact(Tier 2) 1I'-3'-1 Low Impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis southold\energy.rck Page 5 of 9 . ' ` , nt 'FIeld _C0 11 0 qiiisVdiIfie&J V6 installed insulation is labeled omplies Requirement will be met. Observable E]Not Applicable 402.1.1, ;Floor insulation R-value. R- R- 'ElComplies See the Envelope Assemblies table for values 402.2.6 Wood Wood E]Does Not 'E] Steel E] Steel 1E]Not Observable UNot Applicable 303.2, Floor insulation installed per :Requirement will be met. Not 402.2.7 ;manufacturer's instructions and [IN2]1 in substantial contact with the t Observable underside of the subfloor,or floor �0,E]Not Applicable ,framing cavity insulation is in contact with the top side of .sheathing,or continuous insulation is installed on'th :underside of floor framing and ',extends from the bottom to the top of all perimeter floor framing 402.1.1, Vall insulation R-value. If this is a R- R- 'ElComplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2of the 'E] Wood F1 Wood �E]Does Not :table for values. 402.2.6 wall insulation on the wall Mass 'E] mass []Not Observable [IN311 exterior,the exterior insulation Steel 'E] Steel []Not Applicable requirement applies(FR10). 303.2 Vall insulation is installed per plies Requirement will be met. Com E]Not Observable `0Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ipact(Fier 2) Low impact(Tie(3)' Project Title: additions and renovations Report date: 08/3I/17 Data fi|ename: CAUsers\Admin\Docunnents\COPYDllO4\addidons\2Ol7\andreadissouth o|d\enengy.rck Page buf 9 Pei P ans�erif'ed Aeilc l�enfleel �7d3V158D1'15 g _ c63lips'- �Olt'I,BYlentS,w ime / SSBJ rrl43'�BbnS-`, 402.1.1, ;Ceiling insulation R-value. R- R- `❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not 'table for values 402.2.2, ' 402.2.6 ,❑ Steel ,❑ steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, ,Ceiling insulation installed per _ T ` '" '_'_` ": ❑Complies Requirement will be met. s 303.2 manufacturer's instructions. = _ ❑Does Not (FI2]1 ;Blown insulation marked every .300 ft2. := _ z❑N of Observable _ ❑Not Applicable 402:2:3".;=Vented attics with air permeable = w- r;❑Complies Requirement will be met. [1122]2 insulation include baffle adjacent = =' :`'_ = - = >❑Does Not a�`h to soffit and eave vents that "'- _ y_ _ _ - - extends over insulation. ❑Not Observable IE]Not Applicable 402.2.4 .Attic access hatch and door I R- R- Y ;I❑Complies 'Requirement will be met. [F13]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. [F[17]1 'ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ` ❑Not Applicable , 403.2.3 Duct tightness test result of<=4 : cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 icfm/100 ft2 across the system or ? ft2 ft2 ,❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to i '❑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 ; 'leakage measured with a ❑Not Observable ,pressure differential of 0.1 inch ;❑Not Applicable ,w.g.across the system including 'the manufacturer's air handier :enclosure if installed at time of test. Postconstruction test:Total 'leakage measured with a ;pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air ; handier enclosure. 403.3.2.1 :Air handler leakage designated `_ ==? - ❑Complies 'Requirement will be met. (FI24]1 by manufacturer at<=2%of = -,,"[:]Does Not ,design airflow. `- = ❑Not Observable ❑Not Applicable 403ac1 - °Programmable thermostats - `,=_Complies Requirement will be met. installed for control of primary ❑Does Not heating and cooling systems and initis II Y bY set manufacturer to = _ ❑Not Observable "code specifications. " ;[]Not Applicable 4U :1.;2.Y Heat pump thermostat installed = - `', ?❑Complies Requirement will be met. [FI1Q2'`,-`'on heat pumps. -__ r`,,❑Does Not 'rz ❑Not Observable ❑Not Applicable Circulating service hot water '' ` _ := - ,, _- - ❑Complies Requirement will be met. jllJZ_";k: systems have automatic or -❑Does Not accessible manual controls. z' _ t: '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2,.Medium Impact(Tier 2) '-3 Low Impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis southold\energy.rck Page 7 of 9 ` . ` Data filename: C:\Uuem\Admin\Documents\COPYDllO4\addUdons\20l7\andreadissoutho|d\energy.rck Page 8of 9 s6dtit31� F aegis Veritie'd,• ' Fieiei.!&eri ieci , lFvpai.lvispetiorsrrivisiapas# - ;;CoQnpii�s?_ CO�tirt�etslAssiropti�ns. fv.Re :IiCE- aluIk l9alai 4Q13"r =Compliance certificate posted. - ❑Complies Requirement will be met. IfC7jz`t., ❑Does Not ❑Not Observable ❑Not Applicable 30,13, -,,--'Manufacturer manuals for =,`= x`=-_ _ - ;_ ❑Complies Requirement will be met. [FI18j3 _- ,'mechanical and water heating _- _ _ - 'i =:❑Does Not ;systems have been provided. []Not Observable =❑Not Applicable Yi. Additional Comments/Assumptions: 1 High Impact(Tier 1) 7- Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: additions and renovations Report date: 08/31/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2017\andreadis southold\energy.rck Page 9 of 9 2015 MCC Energy Effide cy Ce ofoc to ® o Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door Heating System: Cooling System: Water Heater: Name: Date: Comments ti �• PLUMBING ILL PLUMBING WASTE .g,WATERLINES NEED PPROVE AS ����� `�ESTiNG*BEFORE COVERING DAT ; Cb' 1O I B.P.# 3 � PL MBE�fi CEP 1 IFICATION ON LEAD CONTENT BEFORE FE :_ , BY. NO ,Y BUILDING DEPARTMENT AT CE-RTIFICATE,OFOCCUPANCY 765-1802 a AM TO 4,PM -FOR_`I HE SOLDER USED IN WATER FOLLOWING INSPECTIONS: SUPPLY SYSTEM CANNOT 9. FOUNDATION - TWO REQUIRED EXCEED 2/1 Q OF I%,LEAD., FOR' POURED ;CONCRETE d 2. ROUGH - FRAMING, &' PLUMBING 3. INSULATION, - 4. FINAL - 'CONSTRUCTION,MUST RICAL BE COMPLETE FOR C.O. ALL CONSTRUCTION �SHALL MEET THE REQUIREMENTS OFJ1,1F CODES OF NEW ; YORK STATE. ,NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. CO[ViPLY WI_`.H ALL CODES OF NEW YOFIK STATE & TOWN CODES ,AS REQUIRED AND CONDITIONS OF All exterior lighting installed,replaced or y' n repaired shall conform SOUTHOL to Chapter 172 N.Y.S.DEC of the Town Code OCCUPANCY OR -.a_ Qw�ca USE IS, UNLAWFUL TRUSS PI.ACANDINC WITHOUT CERTIFICATE OF OCCUPANCY V , 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB 24"DIAMETER E E GRATE&FRAME E E EE r_ X t Z O� N PRECAST CONCRETE D CHIMNEY IIIII D ® ® ® ® ® O � • ' II=1111 D ® ® ® ® ® F_ z ' D ® ® ® QQ ' 11111= 4 PVC DRAINAGE PIPE.TYPICAL 0 4" DIAMETER / b"% b D ® ® ® PCV SDR 35 , / ; a 'a• J PIPE TO DRYWELL / , ; fie j 00, ® 111— ® ® ® ® 10'DIAMETER x 4'DEEP U / I — LWJPo ' ® ® ® PRECAST CONCRETE W O ' Tl = LEACHING RING. (D W (Y� / , �. ' . =o_a 1111)=11111 w W '^ CLEAN SAND& p=Q, o ° IIIII vJ O — 6'DIA.X 8'DEEP ` ,o ' o GRAVEL FILL, c oo '• ©��I • O 1 DRYWELL I iv o „�o 00 ° ^ ' GROUND a C ) *4* ` 1 , WATER — �� ' CLEAN SAND& O O 4 DIAMETER I 2'-0"Min. 8'-0"Diameter 2'-0"Min. LL L(� O W GRAVEL FILL. ` PCV SDR 35 , CL LLQ U) 0— ` PIPE TO DRYWELL I 10 ° IWO HE D ASBUILT DETAC ° Na° mZ5 °,°- ° Qma ° GARAGE ROOF PLAN 2a` 0 . 808 oa� > 1 wa ° _NN wM�N a�Z U N D1 wa•� p Typical Section LeachingPool N � a w(u 15 1.)_p0O — — — — — — — — — — cc OatO= NTS ' 0 CaQQ• .2,;Z, C"- Up p NN OVd�' N y OQL YtrOLCy pO , O n c o ° 3 u a PRECAST DRYWELL SPECIFICATIONS ° a= E 2 U o �. ¢Lv, caai ° ° o c nE CU CD'0 o U.L IL- 0Cim � H � Ea.Soa 6' DDIA.X4'DEEP , I , OUTSIDE INTERNAL 'OL�1ME AVERAGE WEIGHT DRYWELL 6'DIA.X 4'DEEP 5 DRYWELL Pcv s R 35 ti • _ _ - DIAMETER PER EFTI ,L FT PER VERTICAL FT ♦ PIPE TODRYw,EtL 411 DIAMETER U . FT GALLONS OLID DRAIN � � � � PCV SDIR 35 0„ 3 . 14 kod0 265 225 PIPE TO DRYWELL i 4" DIAMETER 0� 4 .91 36 . 13 PCV SDR 35 PIPE TO DRYWELL 41 8 .73 *0 515 500 1 0' 2 167 .00 900 750 1 ' 42 .24 316 .00 1 200 1000 10, 68 .42 512 .00 1520 1250 12' 100 .88 755 .00 1 835 1 550 w O 0 z INFORMATION TAKEN FROM: DRAINAGE INSPECTIONS ARE REQUIRED N Q Harris Precast, PO Box 740 E Northport, NY 11731 Contact TOS Engineering at 765-1560 before N W 6i Backfill, OR Provide Engineer's Certification U) Q that the drainage has been installed to Code. W U w U) APPROVAL OF STORMWATER MANAGEMENT ROOF DRAINAGE CLACULATIONS COWROL PLAN -T n ode Ch pt 36 ROOF AREA: 1360 Date:'7 _.L MAIN HOUSE BUILDING ROOF DRAINAGE Approved by: 1360 S.F. X 2"/12 = 227 CU FT. X 7.48 GAL / CU. FT. = 1696 GAL RE UIRED PROVIDE: 6 FT RING x 1 FT DEPTH = 167 GAL x 4 FT DEPTH = 66 �C L x 3 (4FOOT) RINGS = 2004 GAL PROVIDED ~ DETACHED GARAGE ROOF DRAINAGE N 808 S.F. X 2"/12 = 135 CU FT. X 7.48 GAL / CU. FT. = 1010 GAL REQUIRED PROVIDE: 6 FT RING x 8 FT DEPTH: 167 GAL x 8 FT = 1336 GAL PROVIDED U a U Z 4" DIAMETER / / PROVIDE: 6 FT RING x 1 FT DEPTH = 167 GAL x 8 FT DEPTH= 1336 GALLONS PROVIDED PCV SDR 35 EROSION&SEDIMENT CONTROLS H PIPE TO DRYWELL / / ♦rr _ r �_�_ _ _ . Shall include but not be limited to: � � -� � M O A well maintained Construction Entrance �q o Wire Backed Silt Fencing, stabilization & C) / _ ` ♦' _ - _ r _ -75� N Seeding of exposed and/or inactive lolls, or o rn � 6'DIA.X 4'DEEP I ROOF PLAN 0 C DRYWELL / 4" DIAMETER 3/16" = 1'-0" FD) ♦ / PCV SDR 35 PIPE TO DRYWELL ..• ,� �` ' J U L 1 6 2018 �v � 1001, TOWN OF SO OLD 1- ° -< '4TF cv� or `�,. 0 t4" - GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS and the 2016 Supplement. PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD Code books included but not limited but not limited to: 15. No backfill shall be placed against the foundation walls MINIMUM LOAD LOAD NUMBER AND TYP SPACING AND 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement until the first floor framing is in place or brace the foundation inches Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy conservation construction code (revised August 2016) Plumbing code; Fire code; 16. Double joists under parallel partitions and under whirlpool tubs. Bathtub (with Or without Shower head Uninhabitable attics with limited storage 20 10 ROOF FRAMING Mechanical code; Fuel gas code; Existing building code; Property maintenance code Double around openings in floor and roof framing. and/or whirlpool attachments) 1-1/2 ALL CODES shall su ercede the drawings and shall be incorporated into the Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR P 9 p Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL drawings WHETHER they are indicated on the Plans or NOT. 17. Metal flashing shall be installed were concrete abuts wood, Balconies(exterior)and decks 40 10 3-8d COMMON and were decks abut house framing. Clothes washer standpipe 2 2 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL CEILING JOISTS TO TOP PLATE WORK PERFORMED ON THIS EXISITNG BUILDING SHALL BE CLASSIFIED IN ACCORDANCE WITH Fire escapes 40 20 3-8d COMMON 2015 APPENDIX J OF THE IRC AS AMENDED BY THE 2016 NYS SUPPLEMENT FOR Dishwasher on separate trap) 1-1 2 CEILING JOISTS NOT ATTACHED TO PARALLEL PS OVER PARTITION TABLE R802.5.1(9} EACH LAP EXISTING BUILDINGS AND STRUCTURES. 18. Install joist hangers at all flush structural load bearing conditions. Floor drain 2 Guards and Handrails 200 3 RAFTER LA SECTION AJ6 -ALTERATIONS-LEVEL 2CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps, with or Guard in fill components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP r^ SECTION AJ8 -ADDITIONS 19. All habitable rooms shall be provided with aggregate glazing area without dishwasher and food waste disposer 1-1/2 COLLAR TIES 4-10d BOX (3") OR vJ 2. Written Dimensions take precedence over scaled dimensions of not less 8 percent of the floor area of that room, and the minimum -1/2 passenger vehicle garages 50 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Z openable area to the outdoors shall be 4 percent of the floor area being Laundry tub (one or more compartments) 3. The contractor prior to the start of construction shall verify all ventilated. Refer to IRC Residential Code section R303 Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND O based on the total flow rate through Slee 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Shower dimensions, existing or new and be responsible for field fit. ( g ping rooms 30 10 of EACH RAFTER OR TRUSS 20. All window and door headers to be 2-2x10 unless noted otherwise. showerheads and bodysprays) 4. The mechanicals stems electricals stems, plumbing systems and solar energy systems, stairs 4o 20 Y Y 9 Y gY Y Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL 5.7 gpm and less 1-1/2 20 20 3-1sd BOX OR shall be installed in accordance under latest State approved Building Codes. 21. Vent dryers to exterior as per IRC Section M1502 Vent ran hoods as per IRC Section M1503 Roof 3-1od COMMON Q a All systems are to be designed, installed, & specified by the general contractors; HVAC, 9 P 2-16d COMMON END NAIL electrical or plumbing sub-contractors. Bathrooms/mechanical ventilation as per IRC Section M1507 More than 5.7 gpm up to 12.3 gpm 2 Electrical certificates are to be provided the electrical contractor. More than 12.3 gpm up to 25.8 gpm 3 Q p ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 25.8 m u to 55.6 m 4 Z 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, gpm p gp STRUCTURAL MEMBERS DEFLECTION $ STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall outside of each separate sleeping area in the immediate vicinity of the bedroom Rafters having slopes greater than 3112 with ( ) 3.5"x 0.162") 24"O.C. FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings and on each story of the dwelling, including basement and cellars and not less than no finished ceiling attached to rafters L/180 STUD SE TING AND ABUTTING STUDS AT 1sd OX 9 16"O.C. FACE NAIL 7 INTERSECTING WALL CORNERS At BRACED WALL PANELS 3-1/2"x 0.162" L disturbed by construction. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be Interior walls and partitions H/180 10 BUILT-UP HEADER 16d3-1 COMMON 16"O.C. FACE NAIL ALONG EDGES interconnected and hard-wired to a commercial source. (3-1/2"x 0.162") 0 TABLE R302.6 L/36D 5-8d BOX 2 1/2"X0.113" Where the building official determines that in-place soils with an allowable bearing capacity WHENEVER an alteration, addition, or conversion is made to an Existing 11 CONTINUOUS HEADER TO STUD ( - ) TOE NAIL of less than 1, p y p g capacity y DWELLING - GARAGE SEPARATION OR4-8d COMMON 500 psf are like/ to be resent at the site the allowable bearin ca acit shall Residence the smoke detections stem of the ENTIRE residence must be All other structural memebers L/240 be determined by a soils investigation. brought up to code, hard-wired and interconnected. SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C. FACE NAIL Exterior walls with stucco finish HI360 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR O 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST) MI ON EACH SIDE OF END EQUIVALENT TO THE GARAGE SIDE )MIN 24"LAP SPLICE LENGTH) an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. 13 NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d (3-112"x 0.135") International buildingcode and NYS amendments. All CO alarms shall be connected to the lighting circuit with no intervening wall BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) W g g g STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES L=span length,H=span height ��// Z All Concrete shall Conform to the latest ACI standards. switch With battery back-up. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED /C IRC- ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Li_ QQ OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL d- IRC TABLE R802.5.1(9) Q Reinforcement: Steel reinforcement shall comply with the requirements 24. WALL BRACING: Buildings shall be braced in accordance with IRC 0 n GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL W W J Of ASTM A 615, A 706 or A 996. section R60�.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF '/�vJ N O required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL O LL shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-isd COMMON Location of Reinforcement: The center of vertical reinforcement in basement walls shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-1Od BOX O located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O QQ Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located provided to transmit the applicable uplift forces in section R80211.1 from the to provide a maximum cover of 1-1/4 inches from the inside face. roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE TABLE R301 .2.1.2 IRC Windborne Debris protection 3: 12 16"O.C. 5 8 10 13 2-8d COMMON 3-8d BOX FACE NAIL LO O Concrete basement foundations shall have horizontal reinforcement as follows: 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Fastening Schedule for wood structural panels Based on R404.1.2(1)- (includes basement entrances and window wells) asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 4: 12 16"O.C. 4 6 8 10 N Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of as per Table R905.2.4.1 of the IRC Residential Code. E Fastener Panel Span Panel Span Panel Span 5: 12 1s"o.c. 3 5 s 8 0 = 1 N wall and One#4 bar near mid-height of walls. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 9 0,,- Type Less than or less than or less than or -6 6*6 ` 2 o 12 Greater than 8 foot Wall Height: One#4 ba r within 12 inches of the top of copper roofing nails, minimum 12 gage shank with aminimum- equal to 4 feet equal to 6 feet equal to 8 feet 7: 12 16"O.C. 3 4 5 6 .= w E s 2 ° 0 o w wall and One#4 bar near the third points in the wall story. 6 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING s @ -Z5 0 6 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 9: 12 16"O.C. 3 4 4 5 _ z 8 2 No 8 Wood screw _ a 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All but not less than 4 per strip. 16 inches 10 inches 8 inches 4-8d BOX 6 y m o.2) 55- Framing o based anchor with1 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL v a c �" a�5- ° Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 on center on center on center 12 : 12 1s"O.C.o3 3 4 4 3-8d COMMON �, � o o o 1 � o 0 2 inch embedment 2 2.9 8 r, 0 y e w ,� Min. Fb for dimensional lumber= 850 psi 27. Flame Spread Index: R302.9 lenght 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON r_ CL� �°, ; 0 aY o wall and cell' ig finishes shall have a flame spread index:5 200 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSU-) 10d BOX 6"O.C.TOE NAIL ai L ino 3 r•c c 3 o 3 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Insulation meterial, vapor retarders within roof, floor, wall, ceiling assemblies BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS ,'" o.t o 6 o r-w �, L No 10 Wood screw LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-1od BOX 6 m 8 a 0 - a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D &attics shall have a flame spread index:5 25 based anchor with 12 inches 9 inches CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2-Sd COMMON EACH END �, ,� w w o w `•s or stainless steel. 16 inches 2 inch embedment on center on center on center L L b.) Use Copper flashing Only against ACQ Lumber Sill Plates Smoke-deve coed Index: R302.10 lenght H c / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 4-isd BOX TOE NAIL ,�� =o C m 6 a� vi°�`m c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes hava a smoke-developed index 5 450 3 1sd COMMON E = t_ E 2 aP 2 2.�Cw C V C shall be Hot-Dipped Galvanized or Stainless Steel. Insulation ma ria/, vapor retarders within roof, floor, wall, ceiling assemblies 1 / 3 1.5 25 2" PLANKS(PLANK&.BEAM FLOOR&ROOF) 3 16d COMMON AT EACH BEAIRING,FACE NAIL ro a f .� a4i o ° s N &attics shall nave a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 a-sod BOX t o �� r CD 2 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be 1 /4 1.33 N E a=o installed in accordance with the manufacturers latest installation details, a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-sod BOX 28. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 PER JOIST Framing connectors, Allowable Hole diagrams, specifications, etc. 1 / 6 1.20 3-16d COMMON z "Micro-Lam" Design Stress: E. = 1.9, Fb = 2,600 psi, Fv = 285 psi 29. NEW Construction /Additions &Alterations: b. Fasteners shall be installed at opposing ends of the wood structural panel. 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM � Q "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv = 290 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES = It shall be tn�responsibility of the General contractor or his subcontractors to submit w "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi in detail the design, calculations, drawings, written statements of the mechanical, - 4-16d BOX I- U c. Anchors shall penetrate through the exterior wall cowering with an embedment length of 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL LJJ air conditioning, ventilation. heating systems ( new, existing or upgraded) IRC TABLE 802.11 3-16d COMMON 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, not less than 2 inches into the building frame. Fasteners shall be located not less than RAFTER UPLIFT CONNECTION FROM WIND J Z W J stamped bprofessional i CD each sleeping rooms in basement, habitable attics, and every sleeping room ampey a proengineer if required by the Owner or Building Dept. 2-1/2 inches from the edge of concret block or concrete. Z 114- shall � shall have at least ONE operable emergency escape opening as follows: 29 BRIDGING TO JOIST 2-1Od BOX EACH END, TOE NAIL RAFTER ROOF EXPOSURE C Q J Z Q Sill height of not more than 44 inches above finished floor. d. Where screws are attached to masonry or masonry/stucco, they shall be attached SPACING SPAN W Q 01- M VI A. Minimum net clear opening of 5.7 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of (FEET) ULTIMATE WIND SPEED SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = 0� (� W E Except grade floor openings shall have ;a minimum net clear CLASSIFICATION OF WORK: CLASSIFICATION L VEL 2 1,500 pounds. 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R602.3 (1) V W �- ALTERATIONS-LEVEL 2 opening of 5 square feet. AJ8 ADDITIONS ROOF PITCH ROOF PITCH W LL � (D B. Minimum net clear opening height shall Ibe 24 inches. STRUCTURAL NOTE: <5:12 z 5:12 <5:12 z 5:12 SPACING OF FASTENERS W - CL STRUCTURAL NOTE: DESCRIPTION OF ( ) J C. Minimum net clear opening width shall be 20". ALL STRUCTURAL WORK SHALL NUMBER AND TYP ALL STRUCTURAL WORK SHALL BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING IZ D. emergency escape and rescue openings shall be operational COMPLY WITH NYS SUPPLEMENT APPENDIX J Exterior glazing in buildings located in Wood-Borne debris regions shall 16"O.C. 12 214 201 263 247 SUPPORTS GABLE END WALL FRAMING from the inside of the room without use of keys or tools. SECTION AJ605 be protected WHERE Basement contain more than one or more sleeping rooms, SUPPLEMENT APPENDIX J p tected from wind borne debris. 1s"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR WALL) an emergency Basement e contain opening shall be provided for EACH sleeping room. SECTION AJ803 MECHANICAL sYSTEMs; Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" 9 Y P P 9 P P 9 16"O.C. 24 340 318 422 396 Emergancy escape and rescue opening shall open directly to the outside MECHANICAL SYSTEMS: THE MECHANICAL SYSTEMS SHALL and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 445 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have BE INSTALLED IN ACCORDANCE WITH AJ E YS SUPPLEMENT APPENDIX J ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. THE NYS SUPPLEMENT APPENDIX J 606 (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 7" AJ804 wind speed is 130 miles per hour or greater. is"O.C. 36 469 43s 53a 547 �W PLUMBING NOTES: (2). In areas where the ultimate wind design speed is 140 MPH or greater. 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each PLUMBING NOTES: ALL PLUMBING SYSTEMS SHALL BE 16"O.C. 42 535 499 654 522 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N l'- continuous continuous run of treads or flight with FOUR OR MORE RISERS. INSTALLED IN ACCORDANCE WITH g ALL PLUMBING SYSTEMS SHALL BE THE NYS SUPPLEMENT APPENDIX J A. EXCEPTION: z Handrail Height measured above stair tread nosing, shall not be less than 16"O.C. 4s 599 559 745 ss7 EXTERIOR WALL WOOD STRUCTURAL PANELS INSTALLED IN ACCORDANCE WITH SECTION AJ607 Wood Structural panels with a minimum of thickness of 7/16 inch CV 34 inches and not more than 38inches. All ,Handrails shall be continuous � THE NYS SUPPLEMENT APPENDIX J and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) Q I- the full length of the stair from a point directly above the top riser of a flight ELECTRICAL NOTE: (A LU to a point directly above the lowest riser of the flight. Handrails adjacent to SECTION AJ805 protection. Panels shall be precut& predrilled to cover the glazed openings oo _J ALL ELECTRICAL EQUIPMENT,SERVICES a � J a wall shall have a space of not be less than 1-1/2 inches between the wall ELECTRICAL NOTE: AND WIRING SHALL BE INSTALLED with attachment hardware provided in the table below. and the handrail. see IRC code for exceptions. Refer to IN ACCORDANCE WITH NYS Label all panels and store in a clean dry area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING LJ Q ALL ELECTRICAL EQUIPMENT SERVICES NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD Q SUPPLEMENT APPENDIX J Attachments shall be provided in accordance with the table IRC Code for grip size specifications. AND WIRING SHALL BE INSTALLED SECTION AJ608 as follows: DECK LEDGER TO BAND JOIST CONNECTION PANEL SPAN RATING THICKNESS SPACING EDGES FIELD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" IN ACCORDANCE WITH NYSSUPPLEMENT APPENDIX J FIRE&LIFE SAFETY NOTE: JOIST SPAN 8d COMMON NAIL above the floor or grade below shall have a railing not less than 36 inches SECTION AJ806 ALL SMOKE ALARMS,CARBON CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are MONOXIDE ALARMS OR DETAIL <6' 6'1"TO 8' 81"TO 10' 101"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed FIRE & LIFE SAFETY NOTE: AUTOMATIC SPRINKLERS SYTEMS b the riser, tread and bottom rail of the guard rail at the open side of a stairway ALL SMOKE ALARMS CARBON SHALL BE IN ACCORDANCE WITH NYS 1/2" DIA. LAG SCREW 30" 23" 16" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 y 9 p Y SUPPLEMENT APPENDIX J & 1/2" MAX. SHEATHING � h are permitted to be of such a size that a 6 inch sphere cannot pass through. MONOXIDE ALARMS OR SECTION AJ604 GYPSUM BOARD FRAMING SPACING OF FASTENERS V Open sides of stairs with a total rise of more than 30 inches above the floor or AUTOMATIC SPRINKLERS SYTEMS 1/2" DIA, THRU BOLT GYPSUM BOARD grade below shall have guards not less than 34 inches in height measured SHALL BE IN ACCORDANCE WITH NYS & 1/2" MAX. SHEATHING 3s° 3s° 34° 2s" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS SUPPLEMENT APPENDIX J , FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. SECTION ENT 12'1"TO 14' 14'1"TO 16' 16'1"To 18' 1/2" CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window WALL EITHER DIRECTION 16"O.C. 8 16 -� 1/2 DIA, LAG SCREW +-� � opening is located LESS than 24 inches above the finished floor and GREATER & 1/2" MAX. SHEATHING 13" 11" 10" " " „ CEILING EITHER DIRECTION 16"O.C. 7 12 6d COOLER NAILS than 72 inches above the finished grade or other surface below on the exterior 5/8 WALL1211 �-1/2 structural plywood EITHER DIRECTION 16"O.C. 7 of the building, the window must be provided with a window opening control device 1/2" DIA.THRU BOLT � v, Panel Attached to 24" 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR O that compiles with IRC R312.2.2. Window Opening Control Devices. & 1/2 MAX. SHEATHING � „ GARAGE CEILING " " EQUIVALANT DRYWALL SCREWS, r � Frame in accordance 5/8PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH U _4 BENEATH IRC SECTION R702.3.5.1 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS/ F--I accordance with IRC R302.11 thru R302.111.2 and Draftstopping shall be TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) Iii M� >~ .> installed per IRC R 302.12 thru R302.12.1 OF FOUNDATION MATERIALS A. ULTIMATE WIND DESIGN SPEED IS 130 Mi'H OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE rT'� I--�-i a/ M _C code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. ^ r 1 „':O 1 O U 5 ^a Fireblocking materials R302.11.1 shall be as follows: CLASS OF MATERIAL LOAD-BEARING PRESSURE A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS 1. Two - inch nominal lumber Crystalline bedrock 12,000 psf SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO 2. 1/2" gypsum board Sedimentary and foliated rock 4,000 psf GABLE END WALL FRAMING c�: 3. Batts or blankets of mineral or fibergla.s shall be permitted for compliance Sandy gravel and/or gravel (GW and GP) 3,000 psf WINDOW UNIT aj with the 10 foot horizontal fireblocking iin walls constructed using parallel Sand, silty sand, clayey sand, silty gravel and clayey gravel O rows of studs or staggered studs. (SW, SP, SM,SC, GM and GC) 2,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Clay, sandy clay, silty clay, clayey silt, silt and sandy silt UL 263, for the specific applications (CL, ML, MH and CH) 1,500b psf WIND DESIGN SUBJECT TO DAMAGE FROM Ate GROUND SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN Draftstoppping material R302.12 shall be as follows: a. When soil tests are required by Section R401.4, PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL LOAD WIND WEATHERING DESIGN UNDERLAYMENT HAZARD C� In combustible construction where there is usable space both above and the allowable bearing capacities of the soil shall be art of the recommendations. (MPH EFFECTS DEBRIS CATEGORY CATAGORY LINE TERMITE INDEX TEMP p g p p SHUTTER DETAIL ) REGION TEMP REQUIRED below the concealed space of a floor- ceiling assembly, draftstops shall be ZONE DEPTH Q• installed so that the area of the concealed space does not exceed b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf Refer to General Notes for Panel MODERATE I 1,000 square feet. Draftstopping shall the concealed space into approximately are like) to be resent at the site, the allowable bearing capacity shall be 20 LBS 5140 No No No g g SEVERE 3'_0" 15 YES No 1500 or less 52.2 t TO HEAVY q pp g p pp y Y p 9 p Y fastener requirements. equal areas.. Draftstopping shall be provided in the following locations: determined by a soils investigation. 1. Ceiling is suspended under floor framing. M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER jp 9516 OP 2. Floor framing is constructed of truss-type open-web or perforated members. ���OF N�vyy Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) ° A Side Elevation C=cr) _O) a� m ° fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x 11-1/4"net header Header ; ; ; ; / 6-16d sinker nails METHOD CS-GB: TABLE R602.3(1)& OR END JOIST CONTINUOUS ALONG LENGTH TABLE 602.10.5 R602.10.3(3)GYP.BD FASTENING. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG 4"OG AT THE PANEL EDGES, INCLUDING OF BRACED WALL PANEL • • shall occur at top of wall BRACED WALL PANEL BRACED WALL PANEL ° ° ° . . . fasten top plate to header with TOP AND BOTTOM PLATES AND ALL ms r— — two rows of 16d sinker nails 3"o.c. Header shall be Top pJR602.3.2 s @ ' — — — '-T — — „— — — ' HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) fastened to the requir22-16d NAILS EACH SIDE king stud with Braced wall line SCREWS(1 5/8"TYPE W OR S) 46-16d sinker nailscontinuously sheatedrr^^c with 112"woodMinimum 50001b header-to-jack-stud V)rn x Fasten sheathin to header with 8d common naMETHIOD CS-WSP: 9 strap on both side of opening attern as shown and 3 in.o.c.in all framin ststructural panelsAS PER TABLE 13602.3(3) 8d @ 6"O.C.ALONG „ 8d @ 6"O.C.ALONG LTOE NAIL 3-8d NAILS = ° w p g( opposite side of sheathing O EXTEIRIOR SHEATHING ATTACHED BRACED WALL PANEL Sd @ 6 O.C.ALONG BRACED WALL PANEL 8d 6"O.C.ALONG AT EACH BLOKING MEMEBER m ° c ' Minimum 40001b header-to-jack-stud strap ! 11 11 I WITH 8d COMMON NAILS BRACED WALL PANEL °� 1 P BRACED WALL PANEL o on both side of opening opposite side of Panels lice edges shall occur over I I I I I (0.13"1 X 2.5"LONG) — r- p 9 I I I 1 I AT 6" O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL E r ° 6 sheathing and be nailed to common blocking f BRACED WALL PANEL a' Min.Double 2x4 framing covered with minimum within the middle ow f the portal) IN FIELD BRACED WALL PANEL BRACED WALL PANEL X o I I I I I BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL z _ lo 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c,nailing I I I I I SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d @ 16"OC ALONG �° g x is required in each ane)ed m ° with 8d common nails 3"o.c.in all framing q P 9e• 3-16d 16' OC ALONG i if needed WITH NAILS OR SCREWS IN ACCORDANCE @ @ 3 16d 16"OC EACH � ° (studs,blocking,and sills)typical BRACED WALL PANEL 3-16d 16"OC ALONG , WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ _ — — — — — — — TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER ° 2'to 18'(finished width) Min Double 2x4 or (D I I I I I I SHEATHING °I i Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural °I ! per Table R602.10.5 ane!sheathing W I I I I I CONTINUOUS RIM OR CONTINUOUS RIM OR Min double 2 x post p g Z = I I I ALL HIORIZONTAL PANEL JOINTS END JOIST ° SHALL OCCUR OVER AND BE END JOIST I Min. 2 2x4 t No.of jack studs per ( ) Yp• Table 13602.7(1&2) NAILED TO COMMON FRAMING i° OR BLOCKING WITH WITH PANEL v M 2-16d NAILS EACH SIDE ° Min, (2)1/2"Diameter anchors Z EDGE-NAILING IN ACCORDANCE installed per section 13403.1.6 O WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING with 2"x 2"x 3/16"plate washer 1 I I I I CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING �\_ FULL HEIGHT BLOCKING BRACED WALL PANEL @ I I OF BRACED WALL PANEL MEMBER DIRECTLY BELOW 16"O.C.ALONG I 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL I II II I I !I !! 2-2 X. BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE 13602.10.6.4 O - - - - - - - - - - FIGURE 13602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to W BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole pla Attach Sheathing b nail sole plateZ PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING 8D commonnials to joist per _ � Band or Rim joistwi to joist per 00at 3"o.c.Top a Sub-Floor nailing sched. 11 8D common nials � lit ° nailing sched. '�' FRAMING FRAMING Bottom at 3"o.c.Top and Rim Joist 0 FASTENING REQUIREMENTS FOR • 1 r• Rim Joist Bottom 471 r-. ° PHoldowns er Plans W W J BRACED WALL PANIEL AS PER . . . . nchor Bolts and 0 L.1_ O per plans o 2 1 TABLE 13602.3.U3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 0— c) F"- 0 00 Lf') 0 Simpson � � 1-1/4" gals. x 20 gage 0- LO U) 1-12A Stud To Rafter /coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A nails in each end at each rafter. �, U) �! between 9-1/4"to 15-1/4" at each Rafter. With E.o WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter cn N Typical Metal o h strapping _ braced wall panels PROVIDE@STRUCTURAL RIDGES °'2 0 a at Openings cv • (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field °' °i E _ ° o 5 N OUTER THIRD & ,� Each Rafter on Each side o 2 iu= OF SPAN ONLY Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o .__' o I ood sheathing of Ridge to have a v c o n o c shall have Solid Blocking c 'n - a•°r o p Yw 9 @ all Plywood Joints c edule Dwg-1 � o m o Simpson LSU skewable hange . " SIMPSON H2A c a o u,Y >.2 m U o co O N Y 1/4 JOIST 0 �- Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil w 3 r =_ 3 DEPTH,MAX. rafters attached to top (5) 8d x 1-1/2" nails in Rafter -- o o c a c C OR( w z"MIN. 1/6 JOIST Strap with (5)-8d common nails o m a� N 2114; DE TH,MAX, plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate o N N °'N �' L - 1/3 JOIST �� in each end. catch jack studs @ a•S'a m N m No DEPTH, MAX,. along lenght of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks = a� __ o `o c o Corner Holdowns Refer to plans _ panel. and window or door Header. Less than ° for locations �, Typical each side and ALL Gable End Wall � c ! _ E '2 t y if required g q L V L�` m s— E �' o a orE Equal M E-Ez QN �� oLy windows and doors. a� c a E m - Solid sawn joist and rafter to 12 RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS 6 N m 5 � m E 8-9 3 a- flotching and boring limits. I n U IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & N76SillrainJACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS NTS RAFTER TO RIDGE STRAP IIRC 802.3.1 `^ this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS UJ WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ EACH RAFTER z NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD 4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED � J v TO THE RAFTERS WITH 4-BD MAILS O CL EACH END L r W O Fr^Z = VJ CUT LENGTH NOT H d 12" Min DEP?1H<1/4 HOLE EDGE E 3 DISTANCE>5/ " SPAN ONLYOF HOLE DIAMET <2/'5d STUD SINGLE STUD HOLEd DIAMETER CLEAR DOUBLE STUD S O W N PLATE HOLE EDGE Use 1-1/4" Metal Z DISTANCE>5/8" Ui co Coil Strap 20 Gage o < 12 Min (5) 8d common nails U) W Iii in EACH END at EACH Stud. 8d @ 6" oc Along Q U) Braced Wall Panel Stud notching and boring limits. FIGURE R602.10.8(l) NTS WALL TO WALL STRAP H 10 11 NTS 12 13 14 15 3-Corner studs connected to 3-2X 4 transfer shearFraming members TYPICAL 20 GA —► ° � e load COIL STRAPPING 2-16d Nails �TYP. HDU5 HOLDOWN AT EACH JOISTwith d commo @ 6 o.c. w/ 14-SDS 1/4 x 2-1/2 Screws MQ nails6'I neach end.�� �� �� H v cn oo'C Simpson 5/8 threaded rod SIMPSON LTP 4 Existing Floor ® = o '~ "--,--/coupler-nut and SSTB anchor AT EACH JOIST System / bolt thr -box and in ed WITH 8-8d Common nails into concrete foundation. and framing U Preservative-treated JOIST TO BAND JOIST TO SILL CONNECTION _ barrier required for STRAPPING CAN BE ATTACHED OVER OR UNDER THE nts � � connectors in contact � , n k with treated wood EXISTING PLYWOOD SHEATHING o y SIMPSON HDU CORNER HOLDOWN 11 16 a, BOX FRAMING NTS 17 s��4r of oSQ y0� �4F Eve Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes MANUFACTURED LIGHT ENCLOSURT glued together see plan w/ ill entire Cavity to u and out of the ATTIC INSULATION and la on plywood EIING FRAMING y p Yw I R-38 Batt Insul. Exterior Y Hinged or pull-up Sheathing Vealant subfloor way for access attic hatch R a ue Panel Typ Roof Const. Insulation dams equal to the Ceiling Double Frame Attic attach insulation to underside insulation requirement access opening Weatherstrippir Of panel. same thickness as Base plat prevent prevent loose-fill q all sides x CJ w/ insulation Sealed to Air Seal insulation from floor insulation minimum. as per drawings floor � Gasket falling through Typ Fasciaf--� Soffit see \ > Sealant access Const. Dwgs ' Sealant or 1" min Rigid solid blocking _ _ _ ____ or rigid insulation EXPANDING FOAM SEALANT adhesive Insulation. Air sealed around Weatherstri In eal stairs T Exterior wall Sealed at perimeter Weatherstripping Panel frame gap Z ONTINUOIUS BEAD OF SEALANT Casing \ yp four edges RECESSED,LIGHTING FIXTURE 1 x2 Stop 1/2 Gyp. Wall See Const. IDwgs finish w/ soffit material Pull-down with caulk Q DRYWALL CEILING „ Board staircase or foam � 1/2 plywood Floor Access panel attic hatch Weatherstripping and insulation 0 (see plan for size) Detail RAFTER ON PLATEPULL-DOWN STAIRCASE Q AIR SEALING AT PREMANUFA�CTURED DRAFTSTOP DETAIL (d� INSULATION AND WEATHERSTRIPPING RECESSED LIGHTING FIXTURE ATTIC HATCH DETAIL CANTILEVERED FLOORS DETAIL 0 Z Q Thin profile LOW DENSITY SPRAY FOAM Fireplace enclosu structural INSULATION, R VALUE IN insulated to top sheathing Rigid Foam or ACCORDANCE WITH of second floor Sheet Metal Firestop CONTINUOUS BEAD Eave baffle installed �• Wood Blocking HERS REPORT thin profile structural Tub ceiling line Seal joint with OF SEALANT adjacent to soffit and eave ,.. sheathing as draftsto Typical vents. Baffle shall extend over as backdam TYP. ROOF CONST. g p yp - Non-combustable the top of the attic insulation Typ Roof Const. behind tub exterior support as per IRC chapter 11 wall blocking " sealant SUBFLOOR GLUED,CAULKED OR GASKETED (R40202.3) Q Roof underlayment 2 x CJ W/ INSULATI N Continuous Be 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE x CJ w/ insulation z �- sealed to drip edge of Sealant or _ Typ Fascia as per drawings AS PER DRAWINGS as enclosure liner sealed W OR HERS RATER adhesive Sealant or SEALANT 00 z Sealant adhesive at perimeter and seams. Soffit see i � Typ Fascia/ Pre-Fab Fireplace Const. Dwgs d" 0 y ) ))� ))O( ( ??(( ))l� Refer to manufacturers Soffit see SEALANT Adhesiv U U U U v SILL PLATE INSTALLED Sealant or i W W J Const. Dwgs specs for installation OVER GASKER SILL adhesive (/) � Q oD manual SEALANT Typ. Exterior wa Qelf _ non-vented Sealan See Const. Dwgs I O pica) foundation & framing See architectural plans Q 00 Typ. Exterior wall DRAFTSTOP & SEALANT AT AIR BARRIER AT FOUNDATION TO BAND JOISTS ` �' Q See Const. Dwgs EXTERIOR WALL OF BATHTUB Cif CLLO AIR SEAL DETAIL (a) PREFAP FIREPLACE RAFTER SEALING RAFTER SEALING AT ATTIC EAVE This detail is for weatherstripping and draft sealing, NTS y SPRAY FOAM INSULATION It is not to be used as a guide for fireplace installation. Eo Refer to Manufacturer for installation manual. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0 ` N N o� ESC Oc0 ID �Q� c ✓`�� d � mmco � 1.11 p I2 2 8 Y, Y�Y • � � / I N N N C O N .�D_O C Lwin C. 3 0 OC c� 3 0 ENERGY NOTES - --_ til � a��r.- E ADDITIONS &ALTERATIONS: �g�a�iN° `m •.. .0 _C E 2 U CO O. Additions shall be in accordance with SECTION N1108(R502) ,.,, _ �' ; R t +� o E.�-= m o Alterations shall be in accordance with SECTION NI 109(R503) r `'T- r", -,dip, ` ""```".•;''�`� P ta E-f6 o CD 0 w uaim m E nS o c Design in accordance with SECTION N1102 (R402) Building thermal Envelope " t prescriptive compliance. Building envelope shall conform to Table N1102.1.2 ++ ,� insulation and fenestration requirements by component. ROOF JL 4 VTR JL 4 VTR W All heating and cooling systems shall conform to N1108 (R502)Additions. �• :: , �� V (n The Building envelope of the addition shall comply with sections 2� - J J 2„ 2" N1102.1- Building thermal envelope see table N1102.1.2 Q N1102.2 - Specific insulation requirements, N1102.3.1 -N1102.3.5 Fenestration W Q Z and N1102.4-Air Leakage (;mandatory) leakage rate shall not exceed 3 air �— _ 3" 3" 311 changes per hour as tested by a certified HERS rater. U) W DUCT SEALING REQUIREMENTS � � N1102.4.2 Fireplaces; New wood burning fireplaces shall have: flue dampers or doors 1 1/2" 1 1/2" 1 1/2" 1 1/2' 1 1/2" 1 1/2" and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed Q p in accordance with UL 127,the doors shall be tested and listed for fireplaces. J 2" 2+1 N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. 2 ND FL. 3" All recessed lights to be sealled with a gasket or caulk between light and ceiling. CERTIFICATE ( MANDATORY) 2„ 311 3" 2" N1103 Systems; Heating and cooling systems shall comply with sections 2„ 3 N1103.1, N1103.2, N1103.3„ N1103.5 and N1103.6 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE o 11 N1103.1 Controls (Mandatory) at least one programmable thermostat shall be BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE W 3 2„ 2++ provided for each separate heating and cooling system. FURNACE IS LOCATED. o z 3„ 3„ N1103.3 Ducts; in accordance with N1103.3.1 - N11033.3.5 THE CERTIFICATE SHALL LIST THE FOLLOWING: ori Z Supply and return in attics shall be insulated with R-8 Minimum were greater H p Q Supply d R-6 where less than 3 inches in diameter U) 2" 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2' 1 1/2" 1 1/2" R-VALUES FOR CEILING/ROOF WALLS FLOORS � LLJ than inches In diameter an Su I and return In other areas shall be Insulated with R-6 Minimum were greater + + � � Q WASHER DW than 3 inches In diameter and R-4.2 where less than 3 inches in diameter FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. w U 2„ d N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed 1 ST FL. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. joints and seams shall comply with Section M1601.4.1 of the IRC. TJ IJ 2„ N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in RESULTS OF AIR LEAKAGE TESTS DUCT LEAKAGE TEST. test or post construction test by an approved HERS rater. + 4" FAI 3" 3" 3„ 3„ 3 N1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 1 00s ft. TYPE AND EFFICIENCIES OF HEATING, COOLING, of condition floor area where the air handler is installed at test time. CO CO WATER HEATING EQUIPMENT. I�CO I CO 4++ VENTS: N1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. P3103.1 ROOF EXTENSION N1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping OPEN VENT PIPES SHALL insulation carrying fluids > 105 F degrees or< 55F degrees shall be insulated with CONNECT TO A NEW 4" C.I.H.T. EXTEND MINIMUM 6"ABOVE R-3 Minimum. r` PLUMBING RISER DIAGRAM THE ROOF OR6"ABOVE THE SUFFOLK COUNTY DEPT. ANTICIPATED SNOW ACCUMULATION. OF HEALTH APPROVED N1103.5 Service Hot Water Systems: shall include: Heated water circulation and NOT TO SCALE P3103.2 FROST CLOSURE: temperature maintenance systems (Mandatory), circulation systems, demand M" W O SANITARY SYSTEM WHERE THE 97.5%VALUE FOR U Z V OUT-SIDE DESIGN TEMP IS 0 DEG F recirculation systems, pipe insulation OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS N1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M1507 a ►�-�I `� '� THAN 3"IN DIAMETER. of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to thew r1-�-1 0 outdoors. They shall not discharge into attics, crawl spaces or inside the building. V t�q oo Whole-house mechanical ventilation systems shall be designed by the mechanical ® contractor or 3rd party energy consulant in accordance with IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1, manual override controls per M1507.3.2,ventilation rates per table M1507.3.3(1)of the IRC. O N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently .xfs installed light fixtures shall be high-efficacy lamps. , �,r riN�.�s 1 `SLR.I Q C% o.� �;, �� 6"DIAMETER REFLECTIVE RED + REFLECTIVE WHITE ►p NTONE pts] 11 x H Q +'+ 1/2" The construction type STROKE designation shall be , to Indicate the construction Q classification of the structure under DESIGNATION FOR STRUCTURAL z section 002 of the BCNYS COMPONENTS THAT ARE OF z TRUSS TYPE CONSTRUCTION "F" FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS W�• i "R" ROOF FRAMING O BUILDING "FR' FLOOR AND Poor FRAMING 5FANDA.RDSAND COLES TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 /tea NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD O Applicant shall provide engineered wood placard Z ` on or adjacent to electrical meter box for field inspection, W T Crawl Access: z Residential structures with Truss type construction, Through Foundation Wall: minimum 18" X 24" 00 Pre-Engineered Wood Construction And/or Timber Construction for new dwelling and/or any addition,alteration Through Floor: minimum 18" X 24" a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 see Section M1305.1.4 for access requirements 0 W C) shall be affixed on or adjacent to any electric box attached to the exterior W J of the structure for field inspection where mechanical equipment is located underfloors. U) O 46'-0"± 0 Z I..L CD 0 co TYPICAL FOUNDATION 12'-0"± > 22'-6"± > 1'-6"± 10'-0"± DOWEL PIN w W Lid O #5 STEEL DOWEL BETWEEN NEW a m 0- Ln C/) AND EXISTING FOUNDATIOINS. PINS ° o ARE TO BE SPACED MAXIMUM 12" �_J E o VERTICAL & MINIMUM 8" EMBEDMENT <° <° 2" GROUT SOLID WITH NON-SIHRINK s'-0" (D W (D U) ° ° °'= o a° ` HIGH STRENGTH GROUT. ?U z W E = y U Ln a rn p �;a= `o Loi 9 X z o m CL o o ' C m ° W Q W Q _ o o ° c .------------------------- ----- ------- -- ---------------------------- o. u� m ° o 1 i •m aui IS 1 N O,� .O .0-0 ` ----------- a) a 2 y O O-------------• i- -- - CU Y NEW CRAWL SPACE I I tO O. 10'-4" +i Z;; concrete slab on 1 1 a'-2" _, a a w y 4 base course of clean TYPIC i EXISTING k M E c r m �'°y `o E graded gravel or sand. HDU5 I r-° _ _ `� o ` 3 0 ` 1 , , i HOUSE TRAP 1 I i -° C a' L o o o HOLDINN 1 TO BE REMOVED 1 U o °3 c ° TIE 6 Mil vapor barrier. t c t= E 2 u o Cf In S m -o cU N U O•- 8X16 FDN VENT I I I 1 1 c Q N In� c C ° ---- ---------------------------' -----• - co-E•Cu m-o � coi � ;-----------' I 1 t L O :3-07 L G r- N O II I 1 1 I-- U N M Q M CL O d ' - ' 5o TYPICAL 1 � ----- v------------------------- ,e 1 -«1«- (D HDU5 I I 1 I IIII nil I I 1I 0 I 1 I lilt 1 1 z HOEDOWN 1 � TYP. ' ' Illi "" EXISTING O z 1 1 to 1 I nil IIII I I 1 1 W 1 1 p u 1 I J HOUSE TRAP TO BE REMOVED Q > 1 1 -� O DOWEL I 1�>q 1n IIII 1111 I I z I I IY I IN¢En UJ IIII IIII I 1 0 O I I I I CD 1 1 W Int Illi I I I I O ly 1 1 xU U lit un 1 1 3 I I Ili 0 �1 1 I f7�V ,• Li z U_ V 1 I-(71)w Q II11 1111 1 I e l z TYP. X' 1 CIOI I z 1111 IIII I I ao I I X 1 DOWEL ° ' Lv I I IIII IIII I I I 1 I I nil IIII � •-------------------------------' EXISTING TYP.ROOF CONST. , lilt 1 1 .2x6 FLOOR JOIST nu •--1117-• 1 ' 1 1 lilt ' t SIMPSON H2.5 I , @ 16"oc EXISTING ; d ; EA.RAFTER TO ; ; ; ; .2x6 FLOOR JOIST 1 lilt HEADER ' l III @ 6 OC --I rl- ------------------------------• 1111 EW 2-2X6 1 I C? ' 1 ' , , 1 , W/1/2"X 5'STL PL TE; ; ; ; , , FURNACE 11'4" nn SIMPSONBCSPOST `' "lll_ INSTALL UNDER POINT •------------T-4------------ �I ' ' 'l LOAD FROM ABOV I 8" Z5 O 1 I I n t 11 1 1 I I I Cp CAP @ EACH POST TO HDR. I 1 un 11 FIELD ADJUST AS 1 ' ' 1 I X O i i ;----- nn , nl -lin_, 1 P.T.WOOD POST ' I Lu u' _a a a a a. __pi7, "' REQURIED , `� 1 I- 1 IIII 1 - , __ niiii I 1 1111TRIM OUT T 10" , , coI I I 1 II11 1 1 IliiIntoAS PER PLANS POINT ; 1 1 ' *===_==� lilt 1 ,•, 1 I J -,7i_7—LOAD nil I I I I , Illi I II 11 +1 ABOVE ilii 1 I Q 1 I 1 1 � 1111 I II I I II +I , , i- I I 1 r�maac ac; IIII I 11 I I II 1111 1111 ' ' � N I Y______ ____ 1 __ t , , 11 I I I I I I 1111 1111 I ' r W _F_ _ _ IIII ' ' Q _ __ ____________F ¢taxa as IIII 1 II I I II dl +I N O 1 I I 1 1 z V) I 1 t -------- ----�-'1111 � O ' nil ' r , I V 1.6 �( 1 I , __ __ 1 IIII 1 - IIII-' • ' ' "L �' EXISTING L__ _ --1111- LLJ p C7 O u , , i iO i iliii EXISTING ( iiii EXISTING C0 LLI Z � o •__I«1--• nl 2x6 FLOOR JOIST _2x6 FLOOR JOIST D P CRAWL SPACE __ EXISTING + 1111 `° "" UNFINISHED @ 16"oc X Illi @ 24"oc 1 1 U' W Q I I 111 O 1 I co IIII ^) U 1 1 x Q IIII co IIII 1 I Q F/� ' W iii BASEMENT iiii lilt NJ 1 I ' Int 1- _ O Int I I I I 1 1 Illi till x X 1 (V 1 1 N Iltl N IIII 1111 I 1 -- -- + EXISTING II11 CO "" XO] 1111 ,2X6 FLOOR JOIST X nn ; ' I , 1111 M IIII I------- @16"oc Int ; - - va•------' ei 1 ------CONCRETE SLAB ------------------------ , hili uu ; ' V I l_ CD -----------------------------' s SIMPSON ABU POST BASE � i � ;- co � AND ANCHOR BOLT `---------------------------- - II II , N 12'-0"± 24'-0"± 10'-0"± a '— o, 46'-0"± W O 01 FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION WALL KEY ,�/ r o :� TYPICAL FOUNDATION IN ACCORDANCE WITH IRC CHAPTER 4 EXISTING WALLS I z TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL WITH ALL EXISTING PLUMBING AND ELECTRIC NEW WALLS �t�D. HORIZONTAL REBAR PER IRC TABLE TO BE REMOVED AND REPLACE WITH ] WALLS TO BE REMOVED ,FtiP� ti���y U C = _ _ _ - ,.�.� PORCH COLUMN CONTINUOUS R404.1.2(10) OR SEE DWG-1 NOTE #6. NEW TO CODE 14 A� , NSCr ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, Q LOAD PATH DIAGRAM 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE TYPICAL ANCHOR BOLT - IRC R403.1.6 Mechanical Systems DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND MAXIMUM SPACING: 1/2" @ 72" O.C. THE MECHANICAL-HVAC SYSTEMS t 1 PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. NTS EMBEDMENT OF 7" WITH NUT & WASHER. SHALL BE DESIGNED AND INSTALLED TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP IN ACCORDANCE WITH PART-V FOOTINGS IV TO 2H .. 2 BOLTS PER PLATE AND HOLD AT LEAST MECHANICAL OF THE IRC 2015 ONE BOLT - 12" MAX AND 3-1/2" MIN OFF rF FNfay ;� ENDS OF PLATES. R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed Pre-Fab/ Factory Built Fireplaces draft openings (both vertical and horizontal) and to form an effective fire barrier GUARD RAIL NOTE: CODE COMPLIANCE STATEMENTS: In accordance with IRC code chapter between stories, and between a top story and the roof space. Fireblocking shall Porches,balconies or raised floor 10, factory-built fireplace inserts shall be provided in wood-frame construction in the following locations. surfaces located more than 30 inches 1. The windows selected for this project shall meet be UL listed and labeled and shall be above the floor or grade below shall 1. In concealed spaces of stud walls and partitions, including furred spaces and have a railing not less than 36 inches the egress requirements of R310. installed in accordance with the parallel rows of studs or staggered studs' as follows: in height. Railings shall have Top rails and 2. All windows shall meet Section R308 Glazing and conditions of the listing. Factory-Built p gg ' Balusters and Bottom rails that are NO MORE THAN 4 INCHES APART. R308.4 Hazardous locations. fireplaces shall be tested in accordance 1.1. Vertically at the ceiling and floor levels. EXCEPT:the traingular openings formed _.� 3. Windows were required shall meet the Window Fall with UL 127. Hearths shall be installed in (n j by the riser,tread and bottom rail of the 7 Guard rail at the open side of a stairway protection requirement R312.2. accordance with the listing of the 1.2. Horizontally at intervals not exceeding 10 feet. L /r I are premitted to be of such a size that a 4• Bathroom windows shall meet the hazardous Fireplace & in accordance with IRC code 6 inch sphere cannot pass through. 2. At all interconnections between concealed vertical and horizontal O Apprmr.dwird::w // glazing requirements as per R308.4 for Hearths & Hearth extension. spaces such as occur at soffits, drop ceilings and cove ceilings. open-ig limiting device - �` Open sides of stairs with a total rise of ' more than 30 inches above the floor or 5. Stairs, landings, railings & guards shall comply All Fireplace shall be equipped with an _ f j grade below shall have guards not less with R311 & R312 exterior air supply. Exterior air ducts 3. In concealed spaces between stair stringers at the top and bottom of the run. Q than 34 inches in height measured Enclosed spaces under stairs shall comply with Section R302.7 vertically the nosing of the treads. 6. Outside lighting shall Comply with RE 3803.3 shall be UL listed. Factory Built Chimneys -- ------- ---------- ----- ------ 7. Stairway illumination shall comply with R303.67 shall be in accordance with IRC code chapter - ---- _ -- i 4. At openings around vents, pipes, ducts, cables and wires at ceiling and Q ir, ;j i and R303.8 10 Section R1005 Factory Built Chimneys. floor level, with an approved material to resist the free passage of flame 24° c spherecannot PpRravedwvndowfallRreventlon w ^yinco��:' STAIR HANDRAIL NOTE: 8. Fireblocking shall comply with R302.11 thru R302.111.2 I?(i"m IBC units) and products of combustion. f;�sr tt,rouc,', d,evico(conform to ASTM F 2091`) 9. Draftstopping shall conform to R302.12 thru R302.112.1 z Provide Handrail on at least one side 5. For the fireblockin and fireplaces, see Section R1003.19 Finished F'oor Height each continuous run of treads or flight 10. Flame spread and smoke-developed index for walls g of chimneys y p Q with FOUR OR MORE RISERS, and ceilings shall compy with R302.9 thru R302.9.4 R312.2 WINDOW FALL PROTECTION DIAGRAMSs Handrail Height measured above 11. Flame and smoke-developed index for 6. Fireblocking of cornices of atwo-family dwelling is required at the line of Recessed stair tread nosing,shall not be less than p p dwelling unit separation. O TOP OF THE WINDOW SILL SHALL I Height AbGVe 34 inches and not more than 38 inches. insulation shall compy with R302.10 thru R302.10.5 BE A MINIMUM OF 24"ABOVE THE FINISHED All Handrails shall be continuous the full FLOOR AND GREATER THAN 72"ABOVE THE FINISHED iF' inishied Floor 11. Rd li htin fixtures rated for 7. Fireblockingmaterial: two inch nominal lumber, bats or blankets of mineral Height1"5 ti[?:rE� ;fF length of the stair from a point directly lighting GRADE OR OTHER SURFACES BELOW ON THE _..x - .. .. - above the top riser of a flight to a point membrane penetration shall meet ASTM E119 wood or glass fiber installed securely in place or 1/2"gypsum board. Q EXTERIOR SIDE OF THE BUILDING. SHALL Finirhv-d Gm 0 Finished Floor directly above the lowest riser of the flight. COMPLY AS FOLLOWS: Handrails adjacent to a wall shall have a and Fire Stopping as per ASTM E814 or UL 1479 space of not be less than 1-1/2 inches 12. Exterior Decks shall comply with R507. O R312.2.2 WINDOW OPENING CONTROL DEVICES: between the wall and the handrail. ;'NOTE:SAFETY GLAZING WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH see IRC code for exceptions. Refer to GENERAL EXISTING CONDITIONS NOTE: ASTM F 2000.THE OPENING DEVICE AFTER OPERATION f"In:Sl3?d Grade IRC Code for grip size specifications. SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE ALL EXISTING DIMENSIONS AND CONSTRUCTION W Z TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE SU THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, co SURFACE AND DRAIN INLET. AND FIELD MEASUREMENTS. Q ., TO MEET EGRESS R310.2.1 ALL MEASUREMENTS SHALL BE VERIFIED BY Q TRIPLE STUD SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, CONTRACTOR PRIOR TO RENOVATION,ORDERING AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE MATERIALS AND START OF CONSTRUCTION.CONTRACTOR W WW -J FLOOR TO FLOOR OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. f O HOLDOWN STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF ARCHITECT DID NOT MEASURE INACCESSIBLE AND O T GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN ..L TYP. HDU HOLDOWN FLOOR PLAN VIEW OR WALKING SURFACE. INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY 0 L- SEE ADDITONAL DETAILS ON DWG 2-3 ARCHITECT OF CONDITIONS. f OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. N 4,41- O C LO C 0- Lo v1 17'-10"± Smoke Alarms for Renovation Note: 24'-0" E.0 12'-0"± 5'-10'. 8'-4"+ 8'-4"± 1'-6"± `o 0 m- 2 When interior alterations,repairs,additions or 12'0"± 5'-10"± 16'-8"± 1'6"± 10'-0"± -o m" o E 5'0" 5'0" conversions requiring a permit occur,the dwelling yY E r N o v o shall be provided with smoke alarms located 3'-4" 10'-0"± 3'-4" , " `o ° c �' c y ° in accordance with Code Section R314.2.2 `o E c'E $ ° T ( ) NEW BATHROOM z iv cc for NEW Dwellings.(including basements) _ ° ° a o w :' = ADDITION =� �� r- �z a) r- - - - - - - - - (u o.2 oJa °4 )0 1� �. oY -----SIMPSON MST37 STRAP TIE c a2 y 8 >re = aY `o a�!� � co _ in., oc3 o AT EACH NEW CORNER I a ° 3 L c'c 3 (14)16D NAILS I UO I EXISTING MASONRY ° u a _� N Y " ALLOWABLE - - _ - - - - - - - - - - - - T LOAD: 1725 IBS 1 co 1 c c ° `r STOOP TO REMAIN Com E .� LL.c._ Co N -`0- 3 TW2442 TW2442 u •o v °a Y o m ` 3-2X10 06� ' 1 --- -- - - f °1.Nhcc is 0cUen EXTEND EXISTI 2-2x8 2_2x8 Z E A Q c ami c a, a EXTERIOR WALLS SIMPSON MST37 STRAP TIE I F N I e (+/ 7'4")TO W D EX DR 0 en m a- � � E a S o n AT EACH NEW CORNER 1 w \ �+ En DWW °P / I N' TO MATCH EXISTING 0NEW 1/2 w p 0 *i (14)16D NAILS N N �p t9c \Q N rn '� o , ALLOWABLE I N \'Sj� 0 5 Dr/ N 1 in BATH00 Of to c� LOAD: 1725 IBS w o +�, N TYPICAL TYPICAL ° � N 0O �Q `L HDU5 HDU5 ° MuD w _J U � TW2442 \ N A N / t -T HOLDOWN HOLDOWN 0" ROOM z ao LO 2-2x8 w/1l2"x 7"STEEL PLATE FLUSH ,' - TW2442 TW3042 "POST 7� 3'0"-2x8 11'-6'/" ° 2'0'/�' 3'/ 3'8" 11'-11Y�" S,/� 5'0" I O2-2x8 2-2x8Ii 2-2x8 I O 11'-61/2' ` \ '�2x 8 RAFTERS CED, 16"oc AF ' 6" I fY O '/�" � o o o \�O 2x4 C T @ 16'i cc 1 I- F- \ / NEW u- I I `" v �'� o / Q rn I EX.KITCHEN I \ 00 cfl ° w +i BATH w \ m-, a I in I io m / \ ROOM H I'I NEW CABS,APPLIANCES o I @bn EXISTING \. a °O/ a� N N °' Q DINING ag III FINISHES,FLOOR ETC 19 o' r\ BEDRM #2&3 \ X N I SIMPSON MST37 STRAP TIE Z c i ISI o X converted to N I �e AT EACH NEW CORNER v)I I 2'-6" "' rn \ONE BEDRM(#21 10'-0" c� 2'-6" ----- Q ALLOWABLE EXISTING "' U') III EXISTING c \�', o� ZZZAZ- V X �+ �, I LOAD: 2710 IBS J _2x8 FLOOR JOIST = 16" N `� iq N o 00 wN \gyp �S �- - - - - - - - - T o�o J @16"oc t=1ll 2x8 F@O R 01 T ----- I 2'-6" \ '�7 \ O N EXISTING WINDOWS O ' M 1' " • 2-6" 11 a �'-4" � ////////// c _ I � � M I I S _ +i ro 'oho v v S N III 1'-11" ` clstln x6 R 16" S \ _ c/ ,Existing 2x6 RR n. 16 cc„ / _ „ O c C? 2-2x8 2-2x8 l CO 6'-0" x 8 AFTERS 1 "oc F=" A:° - ° `O co ---- o 2 EXISTING HALL c� N 4'-�`%�-3 M 6'0" 5'-3'/� IC K _ cl � co I ILLI 2x8 CEILIING JOISTS @ 16"oc N DN 2x10 RIDGE "' - - _ 1 i +i UL LISTED GAS N POST ± 9' 10'/x' Ill 1'8" 4'0" 2x COLLAR TIES @ 16"oc - - - - - - ' - - ' -' -- J M I I POST NEW 2x8 FLOOR JOISTS 16"OC O T_ o l ti > PRE-FAB FIREPLACE BM �• BM 2-2x8 X N Q 2 6" rn in -� GLASS DOORS& -- ' "-- - - - -V) C14T= _ -3-' - - - C' 4714 N HEARTH EXTENSION _ 3-2X8 WI H 2-5/8"S*PIIATESTLUSH _ O - - - - L Ud 7 AS PER RESIDENTAIL 1'-11"± ' ' NEW BEDROOM#4 j \ a` ¢ I r - - - - CODE-CHAPTER 10 ______=_ I I EXIST I N Q Q I Q\ ~ `T�Q' c4 ------- U o i VENT TO EXTERIOR ----_ - I _ I N � 6-0 U) W x X 1� I I c? ' I ' N I = 0 6i _l ----- _ _ ZD I C ')o �/NEW GALV METAL N `� 2x 8 RAFTERS 6"oc O - NEW 2x8 FLOOR JOISTS 16"OC --- I ` - - - - NEW GALV METAL `� 1 � Q q I !'? ____ __ q� FLUE IN NEW WOOD 2x10 RIDGE _ I l o " ;� +i EXISTING +i +' Z W U ° - - - 2x8 CEILING JOISTS 16" ------- FLUE IN NEW WOOD cr LA `r' / o o / FRAME CHIMNEY @ - 1 'v I ?3 w NEW a, ' REMOVE EXISTING FRAME CHIMNEY STUDY _ _ ------ u 2x4 COLLAR TIES 16"o _ _ _ _ v Q/' `�° `� _------- `\ \ io \ z Z FAMILY I MASONRY FP c O _ .ice+� C I I r~n ROOM --- - EXISTING EXISTING N a X +'� � F- - _ a % id\o N r \ N I i x -------- I EXISTING I �2x8FLOOR JOIST �' z I FJ I M - --- - o \ `� s'-sv, W @16"°� LIVING @16"°c H LL x o \ t� , 'l o i --- --" , NEW 2x8 DECK JOISTS 6"OC ------ `� '/ \ U- o N W x C JOIST C --- -- - EXISTING ROOM DBLE EVERY OTHER z 00 - ¢ BEDROOM#3 `\0 1 O7 I DBLE EVERY OTHER STAIR I I X L I r h BEDRM #1 c�° � \ m I `D 6-0 ------ ' N X v EXIS G m relocated 1 H N 4 v x `\ N O 11'-SYz'± -- 23'-5"± 9'-8Yz'± w N 01 cD f 2 1-3/4"x11-1/4"LVL I �� LFL (2)1-3/4"x11-1/4"LVL /' w N l NEW(2)1-3/4"x 9-1/4"LVL O� (2)1-3/4"x 9-1/4"LVL U - - +i- - _ EXISTING WINDOWS I O / \ +i (2)1-3/4"x 9-1/4"LVL -1 2 2x10 2-2x8 2 2x10 TW2852-2 `r �Q , , +i N TEMP GLASS C , 2 2x8 TW2852 2 ' ' - - - - - - TW3052-2 OVL3020 TW3052-2 - - - - o --� ^- (2)1-3/4"x 9-1/4"LVL i cm � a1 - TW2852-3 - - - , N TW3052-2 ' ' ' TW3052-2 SIMPSON MST37 STRAP TYPICAL RAILING 2x6 Rafters 16"oc ; ,o 1 ' � M SIMPSON MST37 STRAP TIE N, , TIE AT EACH NEW "' ' 2X4 CI Sts 16"OC ; v REMOVE EXISTING O AT EACH NEW CORNER CORNER(14)16D NAILS 2x4 TOP RAIL N, , g l , c5 ' MASONRY STOOP AND (14)16p NAILS 0 A ALLOWABLE 2x2 BALUSTERS @ 4" ioC i i 2x8 Ridge bd i ' _: STEPS ALLOWABLE A _-_--------- H LOAD: 1725 IBS B 2-2x8 � LOAD: 1725 IBS 2x4 BOTTOM RAIL _______________ M --------------- 4x4 POSTS @ 5'0" oc. NEW 10" rr,, 12'-0"± 24'-0"± 10'-0"± STRUCT W ' \ "d OMI U O COLUMNS "'"'------------"" REMOVE AND REPLACE MASONRY/BRICK STOOP = N U 3'-4" 3'-4" WINDOWS, EXTERIOR FRENCH & SLIC)ING DRS Plans indicates ANDERSEN series 400 Tiilit Wash 4'-11"± T-1"t 7'-1"± 4'-11 R312.2 WINDOW FALL PROTECTION NOTE: Model Numbers and shall be In accordance with IRC R609 O 12'-0" 24'-0"± 10'-0' TOP OF THE WINDOW SILL SHALL To be designed & installed as per manufacturers BE A MINIMUM OF 24"ABOVE THE FINISHED specification for 140 ultimate design wind speed 46'-0"± P.y FLOOR AND GREATER THAN 72"ABOVE THE FINISHED p g p J /1, a !j.• GRADE OR OTHER SURFACES BELOW ON THE KEY and IRC Table 301.2(2), 301.2(3) EXTERIOR SIDE OF THE BUILDING. SHALL C5 Provide HP LOW-E4 glass; U = .30, SHGtC = .29 KEY COMPLY AS FOLLOWS: AREA SCHEDULE 2ND FLOOR PLAN EXISTING WALLS EGRESS: shall meet R 310 1 ST FLOOR PLAN b:,, R312.2.2 WINDOW OPENING CONTROL DEVICES: AREA SCHEDULE " = � " NAME AREA SCALE: 1/4" = 1'-0" WINDOW FALL PROTECTION: shall meet R312.2 NAME AREA SCALE: 1/4 1 -0 EXISTING WALLS WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH NEW WALLS ASTM F 2000.THE OPENING DEVICE AFTER OPERATION Proposed 2nd FLoor Area 547 sq ft. Substitutions made upon meeting Code. FIRE BLOCKING SHALL BE INSTALLED �.�,�*- , i" TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO - - Proposed 1st FLoor Area 77.5 sq ft. IN ACCORDANCE WITH IRC R302.11 NEW WALLS �j r�G FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Existing 2nd Floor Area 622 sq ft. [ _ _ _ _ ] WALLS TO BE REMOVED See page one, general notes for additional THRU R302.11.2 AND DRAFTSTOPPINGyCij TO MEET EGRESS R310.2.1 Code requirements. Existing 1st Floor Area 1091.2 sq ft. PER R302.12 THRU R302.12.1 [ - - _ _ ] WALLS TO BE REMOVED OF P!E`t't U) z O F1 F-1 Q CONT.RIDGE VENT Q CONT,RIDGE VENT 000 12 12 CONT. RIDGE VENT Q 12 7 12 ASPHALT SHINGLES 5 5 12 5 z ,5 12 5 � � ASPHALT SHINGLES z 5 —Top f Plate _T of Plate O GUTTERS&LEADERS AS REQUIRED O TYPICAL c o W 00 z Q T Q W-- - - - - H _I o Top of S flor— Top- Subfloor_ U) O Top ofPI to - _ —T of Plate O 1--_--, --, Ed - - 0 0 g ' 0- LO 00 :a Ll El N Q ° a� - of `o 0- T Sulbfloor To Subfloor o °.�t° ° o `o' °w EXISTI G _ �_ _ — = 2 ° `° v w BILCO Top of F undation_ Top of F undation - N o w02-i o m - - E U C C N j f6 N C O'� 0 f6 � O� Q� O� Y O L y O ?y L C•C ,^°?� O � � � EXISTING GRADE C.. C a"' m � ° w� w 6 EXISTING GRADE r o (D c: c U L v ° o 0 o o L) 2 foo ° o � °t ° c Y o � C m y - N LEFT ELEVATION °' 2 2- co 0 M �a REAR ELEVATION °' , �� C co Qv� ca� Ea� ° 11 1 11 a� coEm 0 ccU0 12 SCALE: 1 /4" = 1 -0 ' ' ' SCALE: 1 /4" — 1 '-011 L ° °,0 ' L E °' I I — I H O Ul f0 a- P M E d=O d. �' — I,— — — — — — — — — — — — — — — — — — — — — — — ' '� Top f Footing Top Footing R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway.Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom of the stairway. REPLACE EXISTING BRICK CONT. RIDGE VENT CHIMNEY WITH NEW WOOD FRAME CHIMNEY AND METAL FLUE 12 CONT. RIDGE VENT 12 5 12 5 L// 12 CONT.RIDGE VENT 12 12 ASPHALT SHINGEE 12 12 � 5 � 5 � 5 5 � 5 Top Sf Plate - — T2p of P ate o F— I N O Z o — L N co t co j W C/)Li L..j L. W — J L . ,j IX U) _.�_-... ..... - -------------- - - -- -- :N N To of bfloor _ P- Top of bfloor Top Sf Plate — T22 of P ate - — rH 4 I I I { 0 NEW COVERED , ` CO I , co ~ ENTRY WITH NEW x W MASONRY STOOP il w, AND STEPS LL:_ , To of bfloor ~ EXISTING To of S bfloor STOOP Tod of F undation _ Top of Fou atiori `�^ r r r r EXISTING GRADE F�j U M .fl EXISTING GRADE EX � •� M 9Moll RIGHT ELEVATION ' ' ' ' ' FRONT ELEVATION SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" w L — — — — — — — — — — — — — — I — — — — — — — � — — — — — r� Top of noting Cr r Top of F oti '( Q R R 7 f N�� 5.4,E 5 LO NEW CS-WSP CS-WSP - NEW TYPICAL ROOF CONSTRUCTION NOTE: RIDGE BOARD Class A Asphalt Roof Shingles w/ REMOVE EXISTING ROOF SHEATHING 12 fasteners per manufacturer's specification WERE NEW FRAMING OVERLAPS EW ROOF 12 and IRC 2015. CONST. INSULATE RAFTERS: EXISTING TO ALLOW FOR PASSAGE 7.5"(R30)LOW DENISTY FOAM 5 5 Ice & Water barrier as per IRC section 8905.1.2 INTO NEW ROOF FRAMING 12 SEE DETAIL ON (Note: Double underlayment is required 4'-3 1/16" 5'-4 1/16" � TYPICAL AT ALL NEW ROOF LOCATIONS DWG-3 2x4 CT @ 16' oo for Roof slopes between 2 on 12 and 4 on 12 5 SEE DETAIL ON p ) vJ U) DWG-3 _ Framing As per plans with 1/2" exterior rade CS-WSP v Top of late span rated structural plywood Sheathing, cs-wsP _ _ _ g p p g Z EXISTING O Top o Plate— ROOF CONST Nall to framing In accordance Fastener Schedules & Strapping per detail sheet(s). 0 NEW TYPICAL SOFFIT CONSTRUCTION. LVL BEAM ( MATCH EXISTING ) Q 12" +/-overhangs-typical i" Z Wood fascia & Wood rake boards MATCH EXISTING Q Exls I FLOOR Trim in "azek" or equal Z CON R ICTION metal drip edge, Toof ubfl2_p of lateoor Vented Vinyl Soffits (Except foam insulated Rafters "Hot Roof') Z c? - -p - - `O CS-WSP Top o Subfloor 0 Topo Plate NEW TYPICAL EXTERIOR WALL 2x6 Doug-Fir Wood Studs @ 16" oc. Double c� to Plate and Singlele Sole Plate.e. Q z 1/2" exterior Grade - Span Rated p o X Continuous Structural plywood Sheathing. O W Fastened per Fastener schedule. Z �. L) En tyvec House Wrap or equal. W Z W Vinyl or Wood Siding as per clients selection Of op EXISTING FLOOR CONSTRUCTION installed per manuf specs and IRC code. C) d- Q ------_ accordance accor e a ns ng app s pa .Contload path triinstalled id Top of ubfloor WW J Top of oundation C o with drawings. Provide Fire Blocking in accordance __ ____ Top o Subfloor / v J Topo oundation •,• ; with IRC 8302.11 & 8302.11.1 and 1 0 - - - - Draftstopping per 8302.12 & 8302.12.1 � � F- ---------- - --- --- v, o� NEW TYPICAL FLOOR CONSTRUCTION 0 d0- :D __ _ 3/4" Plywood Span Rated Subfloor, Ln 0 EXISTING Glued and Nailed in d. Ltd W z z UNFINISHED accordance with the fastener schedule. V' M EXISTING. X '; BASEMENT Floor joists and Bridging as per Code. �, M W o; UNFINISHIED W E•° NNEW TYPICAL FOUNDATION CONSTRUCTION oot. BASEMENT y U C NTINUOUSLY SHEATHE ;' .E Y E =_ . `°,Z in accordance with chapter 4 PORTAL FRAME WITH RAISED a; o; Top . 0 3000 psi Air Entrained cast-in-place concrete a 6�.�a o 2 FLOOR OPTION-SEE DET � � P p ON DWG-2 AND FIGURE R6 2.10.6.4 Topo Footing wall on cast-in-place Concrete Wall Footing per oom o m � - ' - R403. refer to Foundation Plan for footing size & °°� y °Y 01 2'-orz thickness. Concrete Horizontal and Vertical �,�, ° >.N ° = 3 1 7 " C a U y Y 0.2 a 0, 2 8 O CONTINUOUSLY SHEATHED 2'-3/" 1'-11 5/16" PORTAL FRAME WITH RAISED 1'-6 13/16" a ° 3 L c c 3 al Reinforcement per IRC Chapter 4. & gen note #6. FLOOR OPTION-SEE DET 3 0 0 s aUi a 0 n 6 01 8905.1.1 ICE BARRIERS: SECTION A ON DWG-2 AND FIGURE 8602.10.6.4 - Damproofing per 8406. 2x6 approved = . a� - �''' �'" Cn SECTION — C S BITUMEN SHEET POLYMER MODIFIED c c L O c o a 2ND FLOOR WALL BRACING PLAN treated Sill Plate Sill Seal And Termite shield per =_20 _ 3 - BITUMEN SHEET USED IN PLACE OF 1 p NORMAL UNDERLAYMENT AND SHALL �� �} " c a ° " t ° SCALE: 1/4" 1 -O EXTEND FROM THE LOWEST EDGES OF SCALE: 1 /4 = 1 -0 Section R318. Anchor bolts per Foundation Plan s =yam w = N w U d SCALE: 1 /4" _ �-��� and 8403.1.6 E `° �-C ALL ROOF SURFACES TO A POINT NOT PROVIDE FIRE BLOCKING IN '� •c ¢ N c ° c ° O o a� c o E m a�a �. LESS THAN 24 INCHES INSIDE THE ACCORDANCE WITH 8302.11 H v of m Q H � E a.5 o n EXTERIOR WALL LINE OF THE BUILDING. OF THE IRC RESIDENTAIL CODE. INSULATION SCHEDULE 4'-7 11/16" 4'-11 7/16" TYPICAL ON PITCHES < THAN 8/12, ICE BARRIERS Insulation requirements shall comply with HDU5 SHALL BE APPLIED NOT LES THAN 36" HOLDOWN HERS insulation requirements RAFTER/CEILING JOIST HEEL INSULATE RAFTERS: In accordance with I ECC 2015 JOINT CONNECTION 12 12 7.5"(R30)LOW DENISTY FOAM CS-WSP CS WSP SHALL BE NAILED 1111 TYPICAL TOGETHER IN ACCIORDANCE 5 5 Refer to HERS report for ALL insulation requirements WITH TABLE T..1(9) HOLDOWI� (SEE DWG-1 FOR and energy efficiency requirements as per IRC para IV FOR TABLE) WITH SIMPSON H24 AT EACH energy conservation and NYS 2016 uniform code supplement. io RAFTER TO STUD. *If part or the entire attic will be decked over with plywood, Top of Plate._ the ceiling p g joists must be dee enough in order to fit the � batt insulation so that it is not compressed. If not then ' 8802.3.2 LAPPED JOIST Clg Jsts will have to be built up or upgraded to the next size. SHALL BE NAILED o�o TOGETHER IN ACCORDANCE INTERIOR WALL FINISH WITH TABLE 8805.5.1(9) Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless noted. Min 1/2" Moisture Resistant Wall Board on EXISTING FLOOR Ceiling and all walls in Bathrooms (humid areas) CONSTRUCTION and 5/8" cement board on walls and ceilings in wet areas. r` o a Top of bflloor Provide 5/8' Fire Rated gypsum wall Board on walls N Top O of Plate 1 - - - and ceiling located as per code, manufacturers z -------- a requirements and drawings. N -------- I" U) W w o INSULATION SCHEDULE -------- ? shall comply with HERS insulation requirements Lu U co X in accordance with IECC 2015 ¢ --- ---- Location R-value Thickness EXISTING FLOOR Rafters R-30 7.5" low density spray foam Top of bflloor CONSTRUCTION Floor over basement ( EX) R-15 3-1/2" ----- Top of Fourndation d Floor over basement (NEW) R-21 5-1/2" ------- 4.AExterior 2x6 walls (NEW) R-21 5-1/2" --- EXISTING NEW CE D' air seal walls to pass 3 air changes per hour CRAWL SPACE Foundation Rim Joist: R-21 - 5.5" spray foam All Glazing U = .30 SCGH: .30 Doors-less than 50% glazing U = .40 N z Door-more than 50% glazing U = .30 SCGH: .30 rn X •, , , a D• D� D� v rA 1 ST FLOOR WALL BRACING PLAN SCALE: 1/4"11 V-011 Top of F otiing •• •, ', �'+ M - BRACING METHOD n CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL AS PER DET 1 ON DWG-2 ®/ O �jc M BRACED WALL NOTES: 03 REFER DETAIL#1,2,3 ON SECTION — V FOR HOEL DOWNS,STRAPPING,BRACED O WALL DIAGRAMS AND DWG-1 U FOR NAILING SCHEDULE. ALL BRACED SCALE: 1 /4" = 1 '-011 sir q WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. SEE DWG-2 FOR STRAPPING DETAILS AND DWG-1 FOR NAILING SCHEDULE Q Q BRACING REQUIREMENTS AS PER TABLE 8602.10.3(1)FOR 140 MPH {, I �• MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 c BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 �O N