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Town of Southold 10/23/2018 3 P.O.Box 1179 f ; 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39992 Date: 10/23/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 780 Gold Spur St., Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.4-18.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2017 pursuant to which Building Permit No. 41906 dated 8/24/2017 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 GARAGE AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Giannaris,George&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41906 , 11-26-2017 PLUMBERS CERTIFICATION DATED CIO Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT CO 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#: 41906 Date: 8/24/2017 Permission is hereby granted to: Giannaris, George 780 Gold Spur St Cutchogue, NY 11935 To: demolish existing accessory garage and construct additions and alterations to single-family dwelling as applied for. At premises located at: 780 Gold Spur St., Cutchogue SCTM # 473889 Sec/Block/Lot# 95.4-18.14 Pursuant to application dated 8/15/2017 and approved by the Building Inspector. To expire on 2/23/2019. Fees: DEMOLITION $196.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $835.20 CO -ADDITION TO DWELLING $50.00 Total: $1,081.20 Bu ing 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. 9/1611 New Construction: Old or Pre-existing Building: C (check one) Location of Property: `7J3f�Ow(_0 S,r)e ST. C--)7"f0C,,,L- House No. Street Hamlet Owner or Owners of Property: "4-LT Ar4to A4 ACI/d Crt✓-hN(y q.2 t-f �LSuffolk County Tax Map No 1000, Section q Block y Lot 4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ 6V icant Signature O��OF SOUlyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road 4C Fax(631)765-9502 P.O.Box 1179 roger.richert(cDtown.southold.ny.us Southold,NY 11971-0959 Q BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glannarls Address: 780 Gold Spur Street city,Cutchogue st: New York zip: 11935 Building Permit#: 41906 Section: 95 Block: 4 Lot 18.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X. INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- GFCI Circuit Breakers, 3- Special 30A Receptacles, 1- Special 50A Receptacles. Notes: Inspector Signature: Date: November 28, 2017 0-Cert Electrical Compliance Form.xls 1 O OF SO(/lyo H O i 0 MV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ OUNDATION 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: 'n boaj O r — 444 — ac DATE INSPECTOR so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]/FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ l [ ] ELECTRICAL (FINAL) REMARKS: fl( iK J Q i I DATE 0 INSPECTOR SOUTyolo ( �UOUMV?cam TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ( � INSPECTOR hO�aOF SO�lyolo VU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) REMARKS: l.� DATE INSPECTOR YEA F D OF S0(/Tyo TOWN OF SOUTHOLD BUILDING"DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [,FOUNDATION 2ND [ ] INSULATION [ RASG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ((FINAL) REMARKS: 1( Vlt v� 0 DATE l INSPECTOR OF S01141� # TOWN OF SOUTHOLD BUILDING DEPT. • .ao °ycourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: nmtjy r DATE201�N U U INSPECTOR IF i ts- Ec H 1,E-: --ir IT I I ENGj _NEERING October 12, 2018 RE: 780 Gold Spur Street, Cutchogue Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the interior insulation for the attached structure referenced above. I certify to the best of my knowledge that the thermal barrier, DC-315 was installed over the Spray Polyurethane Foam (SPF) in accordance with manufacturers guidelines.The product used complies with IBC section 2603.4 and is an Alternative Barrier System in accordance with section R316.4 OCT 1 6 2018 �T +�'awwr05'j k r• a r ,• d + &J BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH( FISCHETTI.00M FISCHETTIENOINEER[NO.COM 631 -785-2954 1 72 5 H D B A R T ROAD S O U T H O L D , N E w YORK 1 1 937 1 o International Fireproof Technology, Inc. Paint To Protect TM 17528 Von Karman Ave.Irvine,CA 92614 T v /�, "F��i 949-975-8588 ICC ICC-ES ESR-3702 Verifies that DC315 Meets Code RequirementsicCl k here td'lriew 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 over Spray Polyurethane Foam (SPF), is cannot be used on that foam;there are no exceptions in the IBC Code! an Alternative Barrier System in "Section 2603.9 r� Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: y as an Alternative Barrier System, D 315 is applied The International Building Code (IBC) mandates that SPF be separated C IIC319 over a manufacturer's SPF and tested C the criteria of an from the interior of the building by a 15 minute thermal barrier, or other i I I NFPA 286, UL 1715, UL 1040, or FM 4880 for duration of 15 approved covering. DC 315 passed certified NFPA 286 and UL 1715 test minutes 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 were conducted by ISA certified testing facilities. All tests performed comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC AC 377 Appendix X are not appropriate alternative thermal barriers and 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 or thermal barriers are required by the International Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties Valuquality assurance and consistency. Finish :lat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF I with a Thermal Barrier Protective Covering) il�, Color! 1 ce Grey The assembly must remain in place for 15 minutes during specified large- '� ' I 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. MIT7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements Solid's By Volume for ignition barrier per AC 377,Appendix X Sp ificGravity I .30+/-0.05 g/cc „ _ Application Equipment ¢ 1 `Tim 77°F.&50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. DrymgTime ecoat-if,required 2 to 4 hours For maximum yield and coverage spray application is recommended. rFlash Pointone ; Sprayers: Reducingo�Cleaning ;afar' *1 Pump: (Graco)UltraMax695orequivalent PSI: 3000 'SheIAife 141q year from date of manufacture in unopened 4 En and stored at 10°C to 27°C(50°F to GPM: 1.00 0°F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 8lbs. 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 W 3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexS pray 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 machine buildings ? ` Passed strict EPA—V.O.C.and AClMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump a 1150 states) and%"x 3'wh ip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 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 Hose. 3/8"diameter airless spray line for the first 100' 300' from ■ Meets LEED's point requirements pump and%"x 3'whip ■ No formaldehyde 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 Visit us at our website www.painttoprotect.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' fr Thermal or Ignition barriers in compliance with current IBC codes. pump and W x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion: surfaces must General Safety,Toxicity,Health Data be clean, dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have,a slight profile or texture_similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3 -4 mils,Wet Film Thickness(WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(507)at all also recommend flash coating around all pipes and air ducts. times. WARNING: Avoid eye contact with the liquid or spray mist. Applicators Product Application In order to-validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, 117171's best practices installer must obtain and read all current installation hands and other exposed areas. documents.Installation :documents include Application Guide, EYE PROTECTION: Ventilation Guide and Job Work Report. Safety glasses,goggles,or a face shield are recommended. These documents can be downloaded at www.painttoprotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: i track your installations and confirm compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Authority Having Jurisdiction. In the event of a concern on a job the exposed skin area as possible with appropriate clothing. installer is-able to provide documented proof of the installation, for this I reason IFTI recommends-using these forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment,impervious foot wear and protective Material Preparation clothing are required at all times during spray application.Vi DC315 must be thoroughly!mixed prior to application.Failure to do so will o"fripromise the materials performance and may create issues with INGESTION:Do not take internally. equipment used for the applicationfof the product. Mechanical stirring with a High speed drill and;a paddle appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should be stirred from the bottom up making additional protective measures are necessary. sure the bottom and sides are scraped with a paint stick during the mixing pfcess .to ensure all rriaterials, are completely mixed prior to the Limited Warranty a'pplication..Material sho Id be-mined to a creamy consistency with no This product will perform as tested if applied and maintained according to Iumpsill nIng-44 is not usuallyneeded, but !f,the material has been our directions, instructions and techniques. If this product is found to be ( defective upon inspection b its representative, the seller will at its eicposed`'to prolonged periods" of high temperatures during storage, P P Y P , evaporation of the water-based material may_have taken place.Typically option,either furnish an equivalent amount of new product or refund the the liquid level should be about,3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product.Seller will not be If the level of material is lower,water may be added during 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 and compensate 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 installation. Ideal conditions are www.painttoprotect.com. Some states/provinces do not allow the 16°C-320C(621 to 90°F)and a maximum of 65%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 Technical 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 in 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 Rev:12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and Every Job.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. Rocket Insulation, LLC (367) _ INVOICE Air Park Drive S •"'' Suite B � p RONKONKOMA, NY 11779 0369772 Office: 631-750-9075 Fax: 631-750-9076 Suffolk County. 52668-H rocket.insulation@installed.net www.rocketsprayfoam.com Town of East Hampton:8303-2014 Town of Southampton L003876 Nassau County H1901750000 Invoice Date: 05/18/2018 Customer Address Job GEOR04 780 Gold Spur St, Cutchogue, NY 11935 George Giannaris Phase 780 Gold Spur Street 780 Gold Spur St, Cutchogue, NY 11935_dc315 Cutchogue, NY 11935 Job Address 780 Gold Spur Street Cutchogue, NY 11935 Date: 5/18/2018 Job: 3894258- iZS PO #: Sales Rep: Patrick Porcaro Work Area Inventory Item Option Price Roof Rafters DC315 Ignition/Thermal Barrier(5 Gallon Pails) Exterior Walls DC315 Ignition/Thermal Barrier(5 Gallon Pails) NOTES: Base Price $3,200.00 Option Price $0.00 Retainage: $0.00 Sob Deposit: $0.00 Payments/Adjustments Received $0.00 �& C.�aGo^'.y'� "'z�'Ny:{ BalancerDue xY YY � , Y h x$3;200`:00" a-,gr a ar�rL' 1u Z-11,r ,.... ,,, . a.•r ..,, Please Pay ThisAmount Current Due: $3,200.00 Terms: Due Upon Receipt;Customer agrees to pay all costs of collection, including reasonable attorney fees. PO Box 163669,Columbus,OH 43216 iancen o m , .� . I s I 4 a ' •^.i' .i:.s -, ,�<m°r. ,,8, '.lS,.".au-'v-•'-'��"'ij�r�i l�;if' "`' .».Fs'�"{ located has to do with non-combustible loading:'Iri.otfier words;;n'a concea concealed spaces.When you'walk down space wit)iou>;sprinklers;-tliefloort`c, the hallway in any office building, ing,walls,and:structural'elements:o . hospital,or other commercial property'' the space miist;be,constr'ucted."4,,! Water-based fare r protection systems with a suspended ceiling,you will likely noncombustible'or:limitedFcOmbust� see sprinklers protecting the occupied, ble materials;'This does;not;proliliit space below.But are they needed for other combustibles fromtiemg;inatli When does a the space above?Chapter 8,provides a • space%as long'as they;clg3not concealed space•requ'1'a comprehensive list of concealed spaces up the floor,ceiling,;walls;or-;struo-` sprinkler protection. above these drop ceilings that do not t uraut tythat theyc n no IongeT require sprinklers.The most common q- By Matt Klaus arrangement on this list is also the one considered"minimal"to,the autYi'or that raises the most questions. having jurisdiction,(AHJ).` ` common question we NFPA 13 permits sprinklers to be The concern a-that�coinbust at s l get about NFPA 13, omitted from concealed spaces that will propagate.a fire through-that s A Installation of Sprinkler are formed by noncombustible and and alto iiigza d to spread throug i Systems,and where limited combustible materials provided the liuilding:and'jump from room,-11 sprinklers should be that they have"minimal combustible room•orifrom a'corridor into'a roof 361 NFPA JOURNAL•JULY/AUGUST 2018 s CODES;,STANDARDS AND COMPLIANCE a . Items like wire ties or end caps on over-the combustibles to pyrolize them risks.It also means that the work of cable trays-in an otherwise noncom- and prepare them for combustion. the NFPA technical staff and our stake- bustible space are not sufficient to When in doubt,a simple test using a holders is never truly done—we are •propagate fire-through tharspace. mock-up of the concealed space and its constantly working to educate users on ;Similarly,a few computer cables spread materials can be performed to deter- the latest edition of the code while at around an otherwise limited-combus- mine if the materials,in the form they the same time developing the next one. tible space will not propagate a fire will be used in the concealed space,will Here is a preview of a few of the through'that space. burn sufficiently to allow the fire to important topics that will be addressed At some point,though,a few,cables break out of the room of origin. this cycle by NFPA 101's technical becomes dozens,and dozens can Keep in mind that the ultimate deci- committees: become hundreds,in which case we sion is up to the AHJ.When contractors - may have a•situation where the loading and engineers aren't sure whether or Security and targeted- can no longer be considered minimal. not what they are seeing on plans for a violence incidents: In some buildings and structures these concealed space is considered minimal The code's foundation centers around cables can weigh hundreds of pounds or not,they should contact the AHJ for occupant life safety from fire.Recently, and have the ability to spread a fire confirmation.Waiting until the job has the code has expanded those consid- through a concealed space.In these been installed and hoping that your erations that are important in fire instances,the concealed space would interpretation matches that of the plan conditions but that also provide an require sprinkler protection,according reviewer and inspector is not always a ongoing benefit in non-fire emergen- to NFPA 13.The standard allows sprin- wise economic decision. ► cies.As the risk for non-fire incidents kler protection in a concealed space such as active shooters receives more to be limited to the area above the MattMam is NFPA technical services lead forfare attention,the code must adapt to combustibles if they are confined to a protection engineering.NFPA members and AHJs balance occupant life safety from can use the Technical Questions tab to post queries certain area within the space. onNFPA 13 at nfpa.org/is. fire events along with security from Clear guidance on when sprinkler non-fire events.Applicable techni- protection is required in concealed cal committees will review if and how spaces has been elusive.The NFPA 13 provisions in the code today address Technical Committee has been unable I=13TIM11111111 security,and how the code can move to come to a consensus on exactly Life safety in new toward achieving that balance of where to draw the line between those and existing structures protection from fire and non-fire spaces that have sufficient measur- _ related incidents.Findings from the able quantities of combustibles to Building Safety and Security Workshop, require sprinklers and those that do A look ahead to the hosted by NFPA in May,will assist not.Therefore,every situation must 2021 Life Safety Code committees in any recommended code be evaluated on a case-by-case basis. — changes. The language in 8.15.1.2.1 is important By Kristin Bigda ed;. because it informs the user that a small Adequate protection ofseniorhousing. i1=+ amount of combustibles is permitted hile many of us are still This cycle,applicable technical commit- in an unsprinklered concealed space. learning the newest tees will look at older adults and the Without the language in NFPA 13, w edition of NFPA 101®, trend known as"aging in place"--stay- some AHJs would require sprinklers in Life Safety Code®,both ing where they are rather than seeking any space that contains any amount, the NFPA technical staff new housing to accommodate the level however small,of combustibles. as well as our technical committee of care they require.A resident of an The committee responsible for this members are preparing for yet another apartment building,for example,might language wanted to prevent that heavy- code revision cycle and the develop- choose to continue to reside there even • , handed approach.While this rule does ment of the 2021 edition of NFPA 101. though they may require some level require a certain amount of subjec- The NFPA Safety to Life Technical of personal care services as might be Y'-,, tivity,in most cases people can agree Committees are already busy with the found in a residential board and care i On whether or not a proposed amount development of the 2021 edition and environment.This aspect,coupled with '_11 Of combustibles will propagate a fire are preparing for the First Draft meet- the resident's potential mobility limita- ace through a space.The horizontal nature ings in Minneapolis in July.The code tions for evacuation purposes,means Of most concealed spaces makes fire is revised every three years,a schedule there is a need to evaluate whether the propagation extremely difficult because that allows it to address the most up-to- existing code provisions for occupan- the hot gasses from the fire do not pass date technology and fire and life safety cies such as apartments(sometimes NFPA ORG/JOURNAL•NFPA JOURNAL 137 -'::'S s"�'.�P-� G$S%^✓i]�' wry ,-irrs F# _ 005 is coating Foam Is l and PfPv;dq pn ail efjna lrv,9 sa or 2G tT4€mai$ tfic,-rnai tamer ' ;ilhF USAby ICC-E5,AND Canada by SCMC ll"3t the wta& tet!iiia 3 lnva L y {� L �'t i� � 4 tp��y � 7� t1�€�a�3�s�.tlt{�14 t`�rS�t�dt il4'J<rr€•rii an Me"mat keI ii?t'!-x'. To#a[:Mroved aw can.AtMMat ve ari t�r SV$ter ,D'xi[ lS ;�r;;��`'1 '`s�,• en s�'z=,;�,�;. 3000 oder 3 f t3Ct€1' Ct4lt4f'S SPF.3€)d W-Sled t^.Ma critertz,of NN 2K UL 1715 ai i L.tr'}715 ant;1t€r Sktion of 15-20 -dt f nutas by afl uMedited file testing iai::lMt .O 315 has � `` S�tsti €been.lustett as Nr;ief t idet AC 377 Appendix X, K315!s 1'w(y AC456 Compliant Vd s;tisfiiv5 Via late natfe?ia`: � 1P (� <{�h (p,�-{ p/e # �1 p� y tt {fin( nq [)(5 }9 crt S"•;.', St)1#(Jingt 09C'`.tlt�C)Intae�eFatIOhiti1+\1.,T€l1i'itfi€Cat COO ORO Natiol'ift€ Builditig Code o.U ji ca(NIB C)aqc yr ny ether 1n,mationat OC315 Tested Solutions for Spray P olyurelhane Foam More°Utt St'IC Tafmat""'Td a4nition Ba,;,pr'L' IS th3;t Iq .liber 1)i Visi!us at ll?if xg,ffi f `; ail' of alt I)u lolanufa lura:S t0ar118 Dc 315 hu been tested � ate#• 4li s t'• r 3tsa 3S l3?I'si[ai u(ttg l<tit? �mcrs in c,5mptiagco a#dit 67,1 kv,aC{l`wS s1I;, Rttetnattorkal Building Code Rre Flerlorm"XIC@ RequireMentS for t~.oc: R r£cay.:i fto"-,lt'e IllmnPir-an",gun IS$cawrl$d SAEr ThIn:ir;trr aF;vr 4€iu;lOing fulde 160)mail fates that SPF be flwm: a"diample Au° ra_u for tom #; d` Rine SCS st dii d!r . of,iClt ri4;r of the tttt 'ts by a 3 `f24s ute tfterit18't �?s t T• " C ;,"a irx basher,or ata: t approved r ertCg-Dt31; Passed certified Rum.„aa�. M,286 and I'll 17%,{e si C YFOA v AJ . LAS jc EW `1 Featuring superior cohesion, new Icynene Classic UltraTM lets your sprayers experience: • Improved spraying techniques • Up to 90% better cohesion than Icynene Classic Max • Improved time management on the job site • Eliminate pre-spray paddle mixing by hand. Exclusive Icynene Draw Mixer does all the work. • Start spraying with drum temperatures as low as 60°F Icynene's exclusive Icynene Draw Mixer does the work,saving your sprayers from paddle mixing by hand prior to spraying.The new mixer: • Mixes resin ingredients more effectively from the bottom of the drum to ensure a thorough mix • Maintains consistent foam properties throughout the work day • Helps entire high yields - • Allows spray applicators to optimize pre-spray preparation time Plus,no ignition barrier is needed for limited-access attics and crawlspaces, Of making Icynene Classic Ultra a superior alternative. PRODUCT FEATURES • Core Density: 0.5 Ib/ft3 • R-Value: R 3.7.per 1" • No pre-spray hand paddle mixing.Icynene Draw Mixer does all the work • Up to 90%improved cohesion than Icynene Classic Max.Able to better 1 R-3.7 stick to itself and substrates • Allows sprayers to start spraying with drum temperatures as low as 60OF 4 R-14 • Can be sprayed in a wide temperature range for applications, making it suitable for any climate '*%opt • No ignition barrier required for limited-access attic and crawlspace applications Tho,chart shows the R-value of this Insulation. R means • Low VOC alloWn for re-entry In 1 hour and re-occu In 2 hours at 10AC resistance to heat now me higher the R-value,the greater the g ry panty M insulating power.Compare uisulatton R-values before you buy. • GREENGUARD Gold certification There are other Tactors to consider,The amount of Insulation you need depends mainly on the climate you Ince In.Also,your fuel savings from insulation will depend upon the clunate,the type and size of your house,the amount of insulation already ® in your house,-and your fuel use patterns and family size!If you bury too much insulation,it will oost you more than what you'd save on fuel.To get the marked R-value,it is essential that this STM;�^ i • insulation be installed properly. • • SCHOOLS MEMBER 0 Icynene Inc, 6747 Campobello Road Missis$auga,Ontario L5N 2L7 Canada 1,40V- Ph:1,800.758,7325 o lCYNENE.CAM SL-2120 • Updated December 2017 The Evolution of Insulation r ff EVALUATION 5 ICCrES't`valuIn oport ESR-3500 Issued Januery 1, 2014• ThJs roport fs'subject to,r wel Janusfy 1, 2015. ( ) 7 I (SW 690-OW A uubsldlary Of the if fenMfilonal Cade Council" DIVISION:07 00 00—THERMAL AND MOISTURE may be used In lwreslstanoe7'rotod oonstrudon when PROTECTIONtslle�d In avordam with Semon 4,5, and In Types I Section:07 2100--Themal Insulation I rough IV construction when installed In accordance with ' Section 4.6, . IstdRT HOLDER: 3.0 DESCRIPTION ICYNIiir,INC. 3.1 I fMD-C-30411'3)Insulation;, 6747 CAMPOIRELLt;l,#tOAD Wrens Prcl;leal (MQ-C-20QV3) foam plastic Insulation Is MISSISSAUGA,-ONTA(RIO LON 21.7 a `twc�rrt n6nt, rnetllum-density, dosed-call, 'spray- CANADA► applied foam plerft•with's nominal density of 2.4 pcf, The (908)263.4040 polyurethane foam is produced by combining lcynene Wftlwfomnx2111 Based Seal M0I 'isocyanate (the A component) and levanig.11gyne' Icynane FroSeai (iU WC-2000) resin (the B component} EVALUATION SUBJECT: The pteducls have a shelf We of 12 months when stored In fadory-sealecl.cantaiqgm at temperatures between 8Q°F ICYNSN4 PRd$EAL(Mt1-t�-200V3TM`) and 95°F (16110 and 29°C). The loynene ProSeal (MD-C- 20OV3)Is supplied In one f0mula for all climates. 1.0 EVALUATION SCOPE 3.2 Surtacfe(Burning Characteristics: Comptlince vAth ih6 foliowifig codes: The loynerre ProSeal (MD-C-20OV3) Insulation, at a maximum thickness of 4 Inches (102 mm) and a nominal e 2013 and 2009 lntwnaftrit-80d1ng Codse(IBC) density of 2A pd, has u'flatne-spread index of 23 or less ■ 2012 and 2009 ifrtgrt'f864081 AOSVaildal Cosies(IRC) and s,smoke-developed'Index of 480 or less when tested In�Cordantse with ASTM 684,■ 2Q12 aitd.20i991ntemaito l Sneer Con nralian ® 3.3 Thermal Resistance: l�ropee4ies'evattratsd; eneProSea (MD- -20OV3) insulation has; a thermal (,�cyn esistdn�,)q -v a l u e,at a mean temperature Of 75°F(2400) #s Surfaca=buming characteristics as shaven in Table 1, ■ Physical propentes } 3A Air Per 4liity: r' a Thermal"stsnco•(xvalues) loynene-Praftal (MO-C-200W) insulation, st.a minimum ■Aftictrld eawt-space Ergstali n 1.4-Inch (35.6 rnm) thickness. Is considered air. Impermeable Insulation Irl, accordance with 2012 IRC ■.Air permeability Section fR804.5 (20W IRC Saotion R808.4), based on a Vapor permeability testing in accordance with ASTM 12/78, �r ■ Fire resistance 3.0 Vapor Per bulty: Icynene Pro$eal (MI3,C-200V3) Insulation has a vapor ■ F.xtailoP walla of Types,i-iu constructionpermeance of lass than-1 perm(5.7xl O4 kgfft,�)at a 2.0 US118 minimum thickness of-1.6 Inches (38.1 mm) and may be loynene ProSeai (MD-0•20QV3) spray(cam Is used a used where a Class II vapor retarder is required by the nonstructural thermal insulailn g matallal in applicable code. l} Types I, U, a a.6 intumoscent Coatings: 111 and V construction under the lI3C and dwellings endear . the IRC. The insulation 14 for use in,wail:cevifles, floor 3.6.1 DC $19: CIC 315 intumescent coating, as rbi're%.ceiling 098"bUM or attlos,and oreW spaces manufactured by International Fireproof Technology, Inc., when installed in adcordohoe vAth Seddon 4.4. Under the is a water-based coating supplied in 61allon (19 Q palls IRC, the insulation .may be used ps air-imparmeable and 65 gallon (208 L)`drums, The coating material hes a insulation when installed in 8cC0r44n68.with Sectlon 3.4, shelf life of 24 months when stored in factcary-sealed and as a vapor}startler whets installed In slex ►donee with contalnefs at temperatures between 41 OF (5°C) and Section 3.5..*none Proftst (MD-0*200V3)spray foam 96-F(38-C). lcc.4"Uquon awora ere not tole eonstwred sr raventtn aesthattes Pr 0w other audbutes notxp",►�lty gddmucd,norom they to bo eoAsfm�rd 'as 0entlOr�ewat a rhn surf o the rrvbil arra*601reetrde 004fop its ase.rkm fs no+varranrp by ltd�almttae setwica uc ezpma or.imptted as to ony i tg ar other, iter an that;ajsort,eu os to 4 pnWnot Covered by rhe capon, Copyright®2014 PA9 Q 9 of a FOAM-LOV 2000-4G F0AMmLC)L'_ Closed-Cell Spray Insulation SPRAY FOAM INSULATION Product Use and Design Physical Properties FOAM-LOW`2000-4G is a Closed-Cell spray applied foam,which was developed using an EPA approved 4th generation blowing agent which when installed following application guidelines adheres tenaciously to framing members and substrates. FOAM-LOK' 2000-4G Closed-Cell spray foam provides superior Aged"R"Value ASTM C518 1"-6.2 per inch energy economy and durability while significantly reducing unmanaged moisture 4"-6.8 per inch and air infiltration. Compressive Strength ASTM D1621 25-30 psi As a componentofa"systems approach'to proper building envelope construction, Core Density ASTM D1622 2.0-2.2 1bs./ft3 FOAM-LOW'2000-4G Closed-Cell spray foam provides exceptional performance Air Leakage ASTM E283-04 <0.02L/s/M2 at 1.0 inches in minimizing heat transfer, moisture gain,air leakage,and improving racking Inflitration 008/L/S/m2 at 1 strength. " Exfiltration .009/L/S/m2 at 1" TYPE:I,11,111,IV,V(A&B)Construction Closed-Cell Content ASTM D2856 >90% Recommended Product Applications Water Absorption ASTM D2842 2.36% •Walls •Unvented Attics •Ceilings Water Vapor ASTM E96 1.4 perms @ 1" •Floors •Vented Attics •Piping Transmission @ 74°F, 2.5 max .95 perms @ 1.4" •Unvented Crawl Spaces •Vented Crawl Spaces •Foundations perm inch •Concrete Slabs •Ducts -Tanks Dimensional Stability ASTM D2126 54% 28 days at 160 F, 15%max by •Cold Storage •Freezers •Coolers 100%RH volume change Flammability NFPA 259 1870 Btu/ft'21.3 MJ/m1 Recommended Processing Parameters Processing Designation Credentials/Certifications •CCRR 1025 Winter 20-45°F Regular 35-70°F FOAM-LOK—2000-4G is a Class I formulation,as Tested per ASTM E84,and at a thickness of4.0 inches possesses the flammability characteristics shown below: Summer 65-100°F+ (UL 723,NFPA 255,UBC 8-1) Optimum hose pressure and temperature may vary as a function of the type of ASTM Method E84 Class I equipment,ambient and substrate conditions,and the specific application.it is the responsibility of the applicator to properly interpret equipment technical literature, Flame Spread 525-<15> particularly information that relates acceptable combinations of gun chamber size, Smoke Development <450-<350> proportioner output,and material pressures. 1 Hour Load Bearing-Wood Stud Processing Designation I Ea ASTM E-119 2 Hour Non-Load Bearing-Wood Stud Equipment Dynamic Pressure '1,000 i1 X00 ps); •1 Hour Non-Load Bearing-Steel Stud Preheat Temperature -1.25•--135,-F=M" �="stp js Q- "s`r` ( *Complies with testing per NFPA 285maximum thickness 31/2"inspecific constructions �J; o sk� ,,.•: -(52-570 C) ^mp atur = , For specific constru tion requirement of ASTM El 19 and NFPA 285 testing please Hose.Heat Temperature 125-135_�F' S } i1 conta tLapollaTechl'Grou or your sales representative. a I l (52-57G), --, nica Drum Storage Temperature 65-851�F Di sifiedTestingModified`NFPA,2$6PERAC37KAppendixX �u � ✓ `tionSPFThickness .,.. ,Shelf Lrfe ?,_L _ �� -6 monthswhen'stored ro erl { ;Wali°Cavitiesr' a " ` P P y^., .s +'_,... r.� i 3•"'.@[" 1�: �9R fes. hie —� `i t - •: rii.may Pf-- , ;, a+?;ti"i fiii '` �C( �e � � Ceiling�CavitiesmAtticsJandi,CrawtSpaces{a1 i p0& ' a. Illg•m t ,. 2.1 transfer pumps are recommended for:matenal'transferfrom container'to tfiet • __ -No Ignition Barrier Required 4 i:1 1 i il RoomGorn pt rejestingwwv -CAUTION:Extreme care must-be takenrwhen-removing a•nd,reinstalhng drum Wkh 112 Thermal,,BBarriers{51iee#rock); ai.u( i s -� tt '—; „ " ,, as- A„ trarisfeypum_ps solas toheverse the A and"B"componentsg;{ , NEPA 286 ° :; (lit I IT 1' i ilii i:1 ; f 1.)1i 1I i t 11 n— �1 i �* a } )ot circulate'oumix othersuppliers'`A°or"B"component into F0 M"-L'OK"°. Location Do nISPFTh ckness s `` 2000-4G containers. ? ' ( toF112 in 305mm p J _e i Ti., . <. Wall Cavities".s: y"�=�'r .. .� pp a ' Ceihn ,Cavities' Upto�lZin(305niml'= . 9. .a s fid:v::1 "M {fi 1 { {4 Ii1�la.i- '_1 4 •T�.� ,"n;,'' t •. '< -�,, - .' y ,' q,„nrr,«�s�,. :.a;` it{ ) I.J1 }�� r �f �1ili ,1• #,- 'a'•,.. ".w•,,;4_S zri� ?k .,x i `:.r?.,,'," ;,fi:J. ;d,.a,v3,eiN.:..�,...i,,, t. { t j { -R 1 "km. w7 in ..- +,i !�.i��, LJ �,.-1�.��.,1�.�.� f;,-$'. �. 't,P�=�6 ,sem• `'r �;,. �tj: �;�; 'y'�a':�'��;:��;.�")� �`'".`4;�:'..s;���4���, ,y,.h„„r,n . .N,.:... _......�-E_.....-_....: _._..._, _...,..._-....,� ..._...m_..._. ._., __n_t�w;.:.. „-:. 4''�.',5k '- 'a :.t,.•^r21, ,y.. :w,;,,•...,...�..»._...,.�.v,. ;rg„s;:aes:��^.sa•<:+�T..�.... .,<....,:.u...k. FOAM-LOIC 2000-4G F0AMmLt)U1r- Closed-Cell Spray Insulation SPRAY FOAM INSULATION Rev Date 1123/17 *THESE VALUES REFER TO THE TOTAL THICKNESS OF THE PRODUCT TESTED, Open containers carefully,allowing any pressure to be relieved slowly and safely. NOT THE MAXIMUM THICKNESS ALLOWED PER PASS OR APPLICATION.THIS Wear chemical safety goggles and rubber gloves when handling or working FOAM MUST NOT BE APPLIED IN EXCESS OF 5.5 INCHES PER APPLICATION.THE with these materials.In case of eye contact,immediately flush with large amounts FOAM SHOULD BE ALLOWED TO COOL FOR 20 TO 30 MINUTES OR UNTIL THE of water for at least fifteen minutes.Consult a physician immediately.In case of SURFACE TEMPERATURE HAS RETURNED TO AMBIENT BEFORE ADDITIONAL skin contact,wash area with soap and water. Wash clothes before reuse. APPLICATIONS OF FOAM ARE ATTEMPTED.FOAM APPLIED IN EXCESS OF 5.5 INCHES OR WITHOUT ALLOWING FOR COOLING MAY RESULT IN,BUT IS NOT Applicators should ensure the safety of the jobsite and construction personnel by LIMITED TO EXCESS HEAT BUILD-UP AND RESULT IN FIRE OR THE GENERATION posting appropriate signs warning that all"hot work"such as welding,soldering, OF OFFENSIVE ODORS THAT MAY NOT DISSIPATE WITH TIME. and cutting with torches should take place no less than 35 feet from any exposed foam. If"hot work" must be performed all spray polyurethane foam LIMITATIONS: should be covered with an appropriate fire or welder's blanket,and a fire watch ONLY WOOD AND CONCRETE MAY FOAM BE APPLIED IN 5.5 INCHES PER should be provided. APPLICATON. METAL THINNER THAN 22 GAUGE AND SHEET ROCK SUBSTRATES SHOULD BE APPLIED AT 1 INCH FOR THE FIRST PASS. LOW VOLTAGE WIRING In Case of Spills or Leaks SHOULD NOT BE ENCASED IN A SINGLE 5.5 INCH PASS. Utilize appropriate personal protective equipment •Ventilate area to remove vapors Thermal Barrier IRC and IBC codes require that SPF be separated from the interior of a budding by •Contain and cover spilled material with a loose, absorbent material such as an approved fifteen (15) minute thermal barrier,such as 1/2"gypsum wall board oil-dry,vermiculite,sawdust or Fuller's earth or equivalent, installed per manufacturer's instructions and corresponding code • Shovel absorbent waste material into proper waste containers requirements.There are exceptions to the thermal barrier requirement: (1) Code .Wash the contaminated areas thoroughly with hot,soapy water authorities may approve coverings based on fire tests specific to the SPF applica- tion For example,covering systems that successfully pass large scale tests may be approved by code authorities in lieu of a thermal barrier;(2) SPF protected by 1" In Case of Fire thick masonry does not need a thermal barrier.Certain materials that offer protec- Extinguishing Media: Dry chemical extinguishers such as mono ammonium tion from ignition,called"ignition barriers,"may not be considered as thermal barrier phosphate,potassium sulfate,and potassium chloride.Additionally,carbon dioxide, alternatives unless they comply with NFPA 286 or other full-scale burn tests.Applica- high expansion(proteinic)chemical foam,or water spray for large fires tors should request test data and code body approvals or other written indications of acceptability under the code to be sure that the product selected offers code- Positive pressure ventilation of the work area is recommended to minimize the compliant protection. accumulation of vapors in the work area during the application.Improper application techniques of this foam system must be avoided.This includes excessive thickness, Vapor Retarder off ratio material,and spraying into rising foam.The potential results of improperly FOAM-LOK"2000-4G qualifies as a vapor retarder as defined by the International applied materials may include but is not limited to excessive heat build-up,and Code Council and ASHRAE(class ll)at a minimum thickness of 1 1/2 inches.Budding may result in a fire or offensive odors which may not dissipate with time and/or poor construction types with a persistent,high moisture drive require additional mois- product performance due to improper density of the applied material.Large masses of ture remediation,as local building codes dictate.This is including climate zones 5 sprayed materials should be avoided.When large masses are generated they should be and higher in the U.S.,as defined to 2004 Supplement to the IRS,-Table NI-11011-2- removed from the area,cut into small pieces and allowed to cool before disposal. It-Ea6re to follow this recommendation may result in afire.It is recommended that a Safety and Handling '` tfire extinguisher be located in an easily accessible portion of the work area. Respiratory protection is MANDATORY4tap'olla'requires<tl'at-suppIied air and a full face mask be used.ddringjhe�appltcatton of any spray applied foam system. DISCLAIMER .-id'y-V(;i_„y Contact Lapolla3lndustries'for atopy of the Model Respiratory Protection Program The data presented herein is not intended for use by non-professional applicators, developetlsbgy CPl"or visit their web site at www.poiyurethane.org. Persons with or those personsAwFro:do�not purchase or utilize this product to the normal course of rFrio l� s rk_ vin respirator allergies should avoid exposureothe"A"component.The"A" thet b�itsmess.Th potenttalu'ser must perform any pertinent tests m order to�� component contains reactive isocyanate groups whd'e the"B"component contains determin a protlueYs performs a and suitability in the intended application-, I I tRI-IM ^ ^ s. y §° Key/ amine and/or catalysts with blowing agents.Both materials must be handled and sl ce fnal etermmation of fitness of he product for any particular ruse is�the used with adequate ventilation.The vapors must not-exceed the TLV (0.02 pmts resp n ibihtyofthebuyer. .V per million) forisocyanates.Avoid-beeathing1vapors. Wear a-NIOSH approved "1" resplratorPlfzinhalation of vapors occur, remove victim fromiw ontaminated area All guarantees and warranties as to products.sugplied by Lapolla Industries shall I tand_aar6ister oxygen if breathingjji l[ It. 'Call 'a pN`ysiciani immediately have only those guarantees anal arranties ssssea m wrrtmg by'the xr. Avoid contact with skin,eyes, and clothing. F, , per, manufacturer.The buyer's sole medaaaJ5Wi iny m�Tder�tal claims will be against pi l i IT,1 1 I J f�rj 1. ��`, � i i �i1Ax# r the applicator of the produe: e afore e�ntill on da data—this product is togbe " used as a guide antl is subleet to change withou notice.The information herein is '�k; frl I_I,i f� J_pp l�yy G� believed to be reliable,but unknown risks may be present. NO WARRANTIES;" Ll�Ilii %�� I Li J1 =LI Jrl �� „ ., - EXPRESSED OR IMPLIED,INCLUDING PATENT WARRANTIES OR WARRANTIES lI U�i �� O M RGHANTABILITY OR FITNESS FOR USE,ARE MADE BY LAPOLLA WITH �j {{ g � L RESPER TO OUR PRODUCTS OR INFORMATION SET FORTH HEREIN. LB i.r" J nn II ; iii= , ME 492 i lj iz11i i (s,ileil1��i�11j�1i { 4 -To the best of our knowledge,the technical data contained herein fs true and accurate at the date of issuance and Is subfect to change wRFiout prior not ce,User must cor tact,6apo//a r,'' .-r. Wegopructo ____industrieslnctovenfycorrectnessbegVesscqt_ mycontrol We - assume no responsibility for coverage,performance or injuries resulting from use Copyright©2016 Lapolla Ind-tries,Inc All rights reserved Lapolla®and Foam-LOM"'are trademarks of Lapolla Industries,Inc in the Us and othercountries �1� )+ Lapolla Industries, Inc 1 15402 Vantage Parkway East, Suite 322 Houston, Texas 77032 1 (888) 4-1-apolla I lapolia com • • • �_ COMMEN „ FOUNDATION(IST) -------------------------- FOUNDATION (Ole ROUGH FRAMING& PLUMBING INSULAELON PER N.Y. STATE �. ENERGY •D AvgWN ��� ►:�tom, �•� ��.�� -: _ ,: ADDITIONAL • IWC Z-o a='• ,► 1 /l� I • Y - N TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL --ward of Health 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 Septis Form .S.D.E.C. Mees C.O.Application -hltmd SiaglePermit Examined ,20� -•�iugle&Separate D —Truss Identification Form AUG 1 5 2017 'Storm-Water Assessment Form Contact: Approved '20n BU;1$.DIYITG I)EI1T�1'. ' OtYO4?64 /�C �.%t IAN,�,t4'Lr4 �L Disapproved a/c TOWN OF SOUTHOLD Phone: (3) Expiration ,20 BuikK9_W,XCtor APPLICATION FOR BUILDING PERMIT Date 14VGt w- Ir , 20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,NewYork, 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 r ulations, and to admit authorized inspectors on premises and in building for necessary inspections. gnature of applicant or name,if a corporation) 7® Ciao SPvc 51-- C-Tail/act-7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder .(�w�.rLsl2 Name of owner of premises Geb26i L- G( 4wN-1(tTJ , (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: 71?D e_0 Shu e ti• G cJ7-(ilf-a G,-V&-I House Number Street Hamlet County Tax Map No. 1000 Section $�"` " !'',Block ,: ;' ' Lot �� • �1/ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Poet/1 A-2-y PfOl1 b. Intended use and occupancy 4-2.y 10 tf 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ` Other Work L zxis l�q cjja:�Mj, (Description) 4. Estimated Cost , To e paid on filingthis application) 5. If dwelling, number of dwelling units / ; Dumber of dwelling unitsop,each floor If garage, number of cars ,� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t. ;a , Depth ' Height !Z11 I Number of Stories S y r Dimensions of same structure with alterations or additions: Front 91,9, / Rear %f Depth - -16 • 5 if Height 23 °lo �! Number of Stories 1 r � r 8. Dimensions of entire new construction: Front 9/ $ Rear of 6 Depth 76 5 Height 25 'G /' Number of Stories 9. Size of lot: Front C! ! Rear /25 Depth 10. Date of Purchase �Gt'9 Name of Former Owner P-4v2<</C L&w e 0rg^-j 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES X NO 14. Names of Owner of premises (ire GAddress Phone No. 606 rr Name of Architect 1Ji T, C Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO�i' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&� Gbeing duly sworn, deposes and says that(s)he is the applicant (Name individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t9efore me tl 15 — day of 20A d< d-) 14 TRACEY L. TtaryPublic_ NOTARY PUBLIC,STATE OF NEW YO re of Applicant TNO.01 DW63069100 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2OLD Subrtvisiol3 Filed Map No. Lot 2. State existing use and occupancy of pfemises and intended use and occupancy of proposed construction: a. Existing use and occupancy FOel rr 4-tt-7 Ifor N7 b. Intended use and occupancy 'Pat m A--2y (+0 H e, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �-- Cxi Aa, (Description) 4. Estimated Cost -::7 S"0 =1< .%= '"' k ' ?(cTc id on filing this application) 5. If dwelling, number of dwelling units / umber of dwelling unit a ach floor If garage, number of cars 'il�, .,r / 6. If business, commercial or"mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Depth Height Y°Z.l ' . Number of Stories Dimensions of same structure with alterations or additions: Front 7l•� / Rear Depth 04 Height 23 i4 Number of Stories l 8. Dimensions of entire new construction: Front Rear Gd1$ Depth �� S Height Q-�> 'G 11 Number of Stories 9. Size of lot: Front Cl S� Rear .2 5 f Depth 10. Date of Purchase lCl Name of Former Owner 1P.4T2'C16 &LS/v C 11. Zone or use district in which premises are situated ' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES X NO 14. Names of Owner of premises gtwra G4,4(n*ty Address Phone No. 606 Name of Architect Not T- _C cr a a r Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with,respect to this property? * YES NO,>� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&Rt ) being duly sworn,deposes and says that(s)he is the applicant (Name individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me thi day of 20 TRACEY L. DWYER tary ublic NOTARY PUBLIC,STATE OF NEW YO e of Applicant NO.O1DW6306900 ' To OUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 OLO F TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ---BIIard of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 41q& Check isForm 't,�.-Y.S.D.E.C. tetees ' C.O.CApplication D ��^o�� 19 r Examined 20 L �ingle iugle&cSeparate DTruss Identification Form AUG 1 5 2017 'Storm-Water Assessment Form Contact: Approved ,20n )��.��G D� 11�'. Mml-t : 71 046VE a(AAta '-C Disapproved a/c TOWN OF SOUTHOLD Phone': (o3) Expiration 20 S Bui g ctor APPLICATION FOR BUILDING PERMIT Date GrUss I J— , 20 17- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. Al,, b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. r,�0 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 shal I 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 r ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sfg�nature of applicant or name,if a corporation) 70 oac) $�` X Sr• C 1"74oCrvL% (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 12N L-T-VL Name of owner of premises GeDg-G L- C,(.4NN_J2•r.J (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 �t $�`"` ``� $dock: ';; f`''V Lot _J1111)L%'_,""ti'rX �« ST(0))KIM[WA71EIK -Scott A. Russell faV � ° SUPERVISOR SOUTHOLD TOWN HALL-P-O.Box 1179 y O 4S Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWA.TER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) AU G-2.2 2017 -- ---- ------ - --- - --- - - - -- -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑W B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. [] ] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- '7P istance.{ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑FA E. Site preparation within the one-hundred-year floodplain as depicted -=en-F---M -p=-of ar�y-=wat-e-r-c--G-u-rse: - --- ---------- --- - - - _. t 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_answer-ed-YES to--one-or-amore of the above, please submit Two copies of a Stormwater Management Control Plan land a completed Check List Form to the Building Department with your Building Permit Application. S.0-T.M. 1000 Date. /Ap- - PLICANT_ (Property Owner.Design Professional-Agent,Contractor,Othtie) �Wttrict Q NAME C�Fb NN RTS �� 7 %s•Y Section Block Lot < ren'<� r FOR BUIIL DING T_EPARI'� IENT USE 0-NL`I "•: Contact Inforrmi.on C-31 � �—S-+� Reviewed By: — — — — — — — — — — — — — — — — — Date�V/ cs / — Property Address / Location of Construction Work: — - — — — — — — 0 0 `,n'Cj spl Ar � El Approved for progasinBuilding Permit. — — — S ormwater Mana ement Control Plan Not Required- - — — — — — — — — Stormwater Management Control Plan a Required- (Forward to Engineering Department for Review) FORM ' SMCP - TOS MA Y 2014 APPLICANT: S.C,T,M, *; 1000 CHAPTER 236 (Property Owner, Design Professional,Agent,Contractor,Other) —•p—�.,— aQS� �* �'� I Stormwater Management Contro Plan CHECK LIST NAME Cfj-1V�HR1S Section Block Lot ( S M C P -Plan Re ulrementst Provide ONE copy of I� it er i QE �. 4 P (a 31 ,�75o Date; * The applicant must provide a Complete Explanati n a / e "V. g �i�i �7 01 A��d all Information that has been Required by the followi ecklistt 1 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 Biel Show all of the following items; YES NOt NA If you need additional room for explanations, Please vi ,eadditional Papel. a, Location & Description of Property Boundaries • b. Total Site Acreage, c Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236•17021. DRAINAGE IINSPI'C"ONS ARE REQUIRED d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. III 'R e. Limps of Clearing & Area of Proposed Land Disturbance. )C 1 Engineering at be re f. Exist ing & Proposed Contour's of the Site (Minimum z intervals) Backfill, OR Provide Engineer's Certification g. Location of all existing & proposed structures, roads, thOt the t1rainage Has been installed to Code. _ driveways, sidewalks, drainage Improvements & utilities, x h Spot Grades & Finish Floor Elevations for all existing & EKUSIUN&SEDIMENT CONTROLS proposed structures, .5hall include but not be limited to: 1. Location of proposed Swimming Pool and discharge ring. ,I A well maintained Construction Ent 1. Location of proposed Soil Stockpile Areas), 11 Wire Backed Silt Fencing,stabilizaticiin A - k. Location of proposed Construction Entrance/Staging Area(s). II X Seeding of exposed and/or inactive _ I. Location of proposed concrete washout area(s). li ill• 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 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 & Sedn-nent Controls, b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltratlon basins,swa les, etc,) ;l Q W ZCS -- I't)CZ l.:i�i(.all`il'.I�;I � � ., .:;.�:. .. ...._•........x{:-::.,.•:i.:.._...._..•.••.. -- •:-::.:.-•-..�-. .;;.:.:,..:....:...: :•.: -.: • :• . : ... - tlI DI: ,WTNIIE.N••1• SE 7NLY Additional Information is Required, Reviewed & Stormwater Management Control Plan is Not Complete Appi oved By: — — — -- — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date B voz// i SMCP has been approved by the Engineering Department FORM " SWCP Check List - TOS MAY 2014 �v aa-4--h oF so�ryolo Town Haff Annex Telephone(631)765-1802 54375 Main Road N �:4:1 P.O.Box 1179 G, Q roe 1 1 Jfown.sout o Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - A15PLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- ` tears C,f 4 t\N A�Q.Z,S Date: o I = Company Name: Name: , ti i License No.: Address: `7 L� S � �l • '�}l C.�'�G'VL (� � . Phone No.: } rJ JOBSITE INFORMATION: (*Indicates required information) *Name: C- j ebgZocs `TI A-t tN paL I *Address: *Cross Street: yiogsL S(-hors hyo fs *Phone No.: ro3 151 Permit No.: 4 06 --I- Tax-Map -I-Tax Map District: 10{)0 Section: qs Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -L ri+rS A-,-D o-TtUs r (✓ V / S % 1.1 G t4F% _s +T1te� •b Vl L 13 So Ar-a rt-i- -?b La A-2.N _ (Please Circle All That Apply) Is job ready for inspection: co aough In Final *Do-you need a Temp Certificate: YES O Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect. Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form o tC%�Ck 1 o�St�FFO(,�`oG Town Hall Annex �� �� Telephone(631)765-1802 54375 Main Roada -� Fax(631)765-9502 P.O. Box 1179 N --.I= Southold, NY 11971-0959 -- 114 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:' 811 S�l Owner: Qta_C,6 (�14 IV140 S Location`of Property: ';7�60 CToc,U SPuM !sem (20TGt7lU cg-i&_ Please.take notice that the{.check applicable line): .r New commercia 'di resldentibl:,structure' sti 'Addition to existing commerciaBor residential strdbtui=a' -R6h6bilitatipr!,,' in existirid:boMii ercial or residentiWl structure to be consti64e4'0r performed.at the subjact property reference.,,abdve will-utilize (check applicable' ipia): TrusE�,yp. -construction (TT) Pre-engineered wood construction (PW) t. C Timber consird&6RT4 in the following locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) . Signature: 4 Name (person submitting this form): 6`EV JZ,� 61.4-IV,, is Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ .... �. r. -�.,\ .. i � j 'F 3 7 �.� -' � � , �� !I 1' A Jarski, John From: George/Hellenic <george@'thehellenic.com> Sent: Thursday, May 24, 2018 8:52 AM To: Jarski,John Subject: RE--Dc 315 data sheet Attachments: SDS_DC315.pdf, SDS_DC315.pdf, DC315_sell_sheet_.pdf r i -----Original Message----- From:Jarski,John [mailto:iohni@southoldtownny.gov] Sent:Thursday, May 24,2018 8:11 AM To: 'George/Hellenic'<george@thehellenic.com> Subject: RE: Dc 315 data sheet Good morning George, Please send me the data sheet showing this product meets R316.6 Specific Approval .This is the Residential code,2015. Thank you, John J Jarski -----Original Message----- From:George/Hellenic[mailto:george@thehellenic.com] Sent:Wednesday, May 23,2018 4:40 PM To:Jarski,John Subject: FW: Dc 315 data sheet Hi John, The foam insulation in the pole barn at 780 Gold Spur Street in Cutchogue has been fireproofed and I have attached the datasheet and invoice. I also received an notarized affidavit from the owner's son of my 3-family house on 1275 Maple Lane in Greenport, stating that it has always been a three-family since 1965. 1 would like to hand it to you in person and discuss how to proceed with correcting any building issues. I can meet with yo on Friday. Please call me when you receive this email. Thank you, George Giannaris 631806-5750 -----Original Message----- From: patrick porcaro [mailto:rocketcoatings@gmail.com] Sent:Wednesday, May 23,2018 4:32 PM To:George@thehellenic.com Subject: Dc 315 data sheet 1 OP ID:KH ACORO° CERTIFICATE OF LIABILITY INSURANCE DYID ��• 0811112016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pol(ay()es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s. PRODUCER CNAMONTEACT : Unruh Insurance Agency,Inc. PHONE _ AY No. P.O.Box 259 Denver,PA 17517 EMLS ADDRESS: PRODUCER SHIRK-2 c ER ID,v INSURER(S) AFFORDING COVERAGE NAICO INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchange 26271 807 Reading Rd INSURER S:Erie Ins.Prop/Cas Co 26830 East Earl,PA 17519 INSURER C:Flagship C4 insurance Co. 35585 INSURER D INSURER E: INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INR TYPE OF INSURANCE °L POLICY NUMBER INM°1LIC EFF MPNOILIIDD EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 I)AIWOE TO RENTED A X COMMERCIAL GENERAL LIABILITY Q45 0153561 H 09/0112016 09/01/2017 PREMISES Eo oxunence $ 1,000,00 CLAIMS-MADE OCCUR MED EXP Any one person) $ 5,00 PERSONAL&ALN INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GENLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,00 7X POLICY PRO- —1 ILOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000.00 ANYAUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per ooddent) $ A X SCHEDULED AUTOS Q09 0131793 H7 09101/2016 09/01/2017 PROPERTY DAMAGE X HIREDAUTOS (PERACCIDENT) $ X NON-OWNEDAUTOS $ $ UMBRELLA LIAR HOCCUIR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION X WC STATU X OTH- AND EMPLOYERS'LIABILITY T R C ANY PROPRIETORIPARTNERIEXECUTNE Y� MIA Q93 5101231 (MD,PA,VA)' 09/01/2016 09/01/2017 EL EACH ACCIDENT S 100000 B ((mandatory In NH EXCLUDED? 093 5100926 09/01/2016 09101/2017 (NY) E.L.DISEASE-EA EMPLOYEE $ 100000 Iflos,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500000 A Leased/rented equi Q46 0163561 H 09/01/2016 09101/2017 Limit 100,000 Ded 1,00 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 0 ED REPRESENTATIVE Southold,NY 11971 i 1988.;n9 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and to are registered marks of ACORD I STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE In.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-989-5393 807 Reading Rd East Earl PA 17519 lc.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required'coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Ins.Prop/Cas Town of Southold 3b.Policy Number of entity listed in box"la" 53095 Route 25 Q93-5100926 Southold NY 11971 3e. Policy effective period 09/01/2016 to 09/01/2017 3d. The Proprietor,Partners or Executive Officers are included. (only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Cert fcate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c';whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani - (Print name of autho rized representative or licensed agent of insurance carrier) Approved by: A ". 08/11/2016 (Signature) (Date) Title: Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 800-458-0811 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us STATE OF NEW YORK WORKERS' COWENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE In.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-989-5393 807 Reading Rd East Earl PA 17519 lc.NYS Unemployment Insurance Employer Registration Number of Insured Work Location oflnsured(Only requiredifcoverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le, a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Ins Prop/Cas Town of Southold 3b.Policy Number of entity listed in box"la" 53095 Route 25 Q93-5100926 Southold NY 11971 3c. Policy effective period 09/01/2016 to 09/01/2017 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box"W'for workers' compensation underthe New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on theINFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agentwill send this Certificate of Insurance to the entity listed above as the-certificate holder in box'7. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel thepolicy or eliminate the insuredfrom the coverage indicated on this Certificate. (These notices maybe sent by regular m ail.) Otherwise,this Certificate is valld for one year after this form is approved by Ilse insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c';whichever is earlier. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani - (Print name of authorized representative or licensed agent of insurance carrier) Approved by: /#a,6 4 u 08/11/2016 (Signature) (Date) Title: Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 800-458-0811 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us INEAT 'R WorkersCERTIFICATE OF INSURANCE COVERAGE E Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured (717)989-5393 SHIRK POLE BUILDINGS LLC 1c.NYS Unemployment Insurance Employer Registration Number of 807 READING ROAD Insured EAST EARL,PA 17519 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 260-90-2567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 3b.Policy Number of Entity Listed in Box"1a" TOWN OF SOUTHOLD DBL 6026 70-3 53095 ROUTE 95 SOUTHOLD,NY 11971 3c.Policy effective period 01/11/2011 to 01/11/2018 4.Policy rovers: ® A All of the employer's employees eligible under the New York Disability Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 2/21/2017 Bye ed� Joseph J. Masi (Signature of insurance carrier's aulhonzed rcprcicntahvc or NYS Liccimcd ImuranLe Agent of thal mstuan(.c carrier) Telephone Number(866)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT- If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mail it directly to the certificate holder If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensabon Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Srgnalure orNYS a'orkerc Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) Certificate Number 417151 SURVEY OF LOT 14 MAP OF OREGON VIEW ESTATES FILE No. 6241 FILED APRIL 4, 1975 SITUATE otic ��,5yv o CUTCHOGUE S TOWN OF SOUTHOLD roti �' G°�° ��Q� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-95-04-18.14 SCALE 1"=30' DECEMBER 16, 2016 JULY 28,�F` BARN AU UST 15, 20117EPROPOSOEDEDRYWELLS AREA = 50,183 sq. ft. 1 .152 cc. 0 o� DRAINAGE SYSTEM CALCULATIONS: ADDITION ROOF AREA: 1,400 sq. ft. 1,400 sq. ft. X 0.17 = 23B cu. ft. •Qr� Oi� 238 cu. ft. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS 000 Tt' \ oiy V \ \ FRAME c! SWING S \ P�pyIIOUSE PFF / p• S 3 \/� STEPS 4- \ I \ \ 00 °gip o°e + �`°� �� F� 0 TOkyy/ ryry' .°, PFJ?� O Op• O/ �•�'� i 5�4s-, rye/ 9 ` /°st<k �cFoA ate\ cN Jp 19 0 eOs ,/: a _..3 �C� baa 000 \ 8A �0• / .. .. Q \ of / UNAUTHORIZED ALTERATION OR ADDITION O 1 �"O," 3.;; ry O �,� ` �/ TO THIS SURVEY IS A VIOLATION OF ?2• / SECTION 7209 OF THE NEW YORK STATE wx d..• EDUCATION LAW. p�®� �® '1 COPIES OF THIS SURVEY MAP NOT BEARING `« .' �QO � OOQ PSE \ \\ o ,• �� THE LAND SURVEYOR'S INKED SEAL OR \ Q � \ �O EMBOSSED SEAL SHALL NOT BE CONSIDERED °2° \ �h. TO BE A VALID TRUE COPY. Pc�FFysl �c Q \ LF ONLYTOCERTIFICATIONS P PERSONINDICATED SHALL SURVEY ,l �� ,• ' '. TSITLEHE PREPARED, AND ON HIS BEHALF TO T COMPANY, GOVERNMENTTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 1�1 r TO THE ASSIGNEES OF THE LENDING INSTI— \' 11 II TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. L4 1,3LT, /��CC'YYJJ` N o.::,.`.:....` JO .;.: .y�,.,,,;.-4:... ^�h, : .�. • THE EXISTENCE OF RIGHTS OF WAY ": FP;:;::•,::•:: AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 'V �FGS �' •, /0tJ J�F PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED • ��G'r S�' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED • `� c� O TORESASSOCIATIO .UCH USE BNY THE NEW YORK STATE LAND -6� l� QO •4.. / Cu [\may ,f� rt • i': „(C -N"�:5: Lje� No. 50467 J Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-289A SURVEY OF LOT 14 MAP OF OREGON VIEW ESTATES FILE No. 6241 FILED APRIL 4, 1975 SITUA TE G CUTCHOGUE y� X51 vy ^ 59S S OF NU SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-95-04-18.14 QO,, SCALE 1"=30' DECEMBER 16, 2016 JULY AUGUST 215, 20117EPROPOSOEDEDRYWELLS AUGUST 22, 2017 EXISTING GRADES AREA = 50,183' sq. ft. 1 .152 ac. ° DRAINAGE SYSTEM CALCULATIONS: 9?�f ADDITION ROOF AREA: 1,400 sq. ft. 1,400 sq. ft. X 0.17 = 238 cu. ft. 238 cu. ft. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required fir! rJr� PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS 1 C0 4O NOTES: IN, COQ so.9 C� �1� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS-AKX 641 EXISTING CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR Tt� \ DIY lJ \ cn_ � \ l S YFIOUSE SWING FPc O ,pF O 01, \\/�G PIA STEPSS,S! / e- 'v 60.8 \ sfyc 1q er Toil- 61 0 �. 59.6 �/ syr � t°�.� Sir "9T�0 °rBF So� �F O 61.1 O 10 S 1y� -X\ / w�Ck -"per, E 98510P C�v'rr� �� o�o� ,,� 30��� \ Q�, `36'19 43 1 . o°'>s:s:;>:: ::: :::. cF� �p`� �Gz o \ �� EROSION&SEDIMENT CONTROLS 00 <�ec ';:. ` o \ 8R 60. ,. Shall include but not be limited to: 'L h I::.. . A well maintained Construction Entrance, ;;;;::;.:.;;r� o + UNAUTHORIZED ALTERATION OR ADDITION �O 0"o 1iyT r 0::::iii:.:..:::>: /::i/` :: L', ti (� "� \ 0 \ TO THIS SURVEY IS A VIOLATION OF �� s �< ° \,s \ Wire Backed Silt Fencin ,stabii[zation& 7 1 AF �:;::I>'' SECTION 7209 OF THE NEW YORK STATE ::;;::f,, .. Seeding of exposed and inactive soils. EDUCATION Law. O 1 011 p���®y. OL�Fr®; " /O� G� £`V`'' \\ \ �ro COPIES OF THIS SURVEY MAP NOT BEARING ORT OP " ° �a^: ' �� \\ \\ G° OQ a• tij� THE LAND SURVEYOR'S INKED SEAL SI Q rL� �,•:?., .: '�•;•Q��;�;. °°0,�� �:," y�P EMBOSSED SEAL SHALL NOT BE CONSIDERED '.. .:'�Q._ :: O 0...% ';: `' \ `� TO BE A VALID TRUE COPY. �Fc"4 9/1 � �tiJg�, "'Q O.;. :'';; .':,: '•- QP \ Q) �: CERTIFICATIONS INDICATED HEREON SHALL RUN ro...... :A ONLY TO THE PERSON FOR WHOM THE SURVEY � O,: _,.,..,... ... .. ......:...'� A. � :� IS PREPARED, AND ON HIS BEHALF TO THE r ;;.;:�� 0.,••'.• .• REQUIREDTITLE COMPANY, GOVERNMENTAL AGENCY AND D!*AINAGE INSPECTIONS ARE LENDING INSTITUTION LISTED HEREON, AND 6 `r yfio ::., :::.: g TO THE ASSIGNEES OF THE LENDING INSTI— •.. , II 11 Contact TOS Engineerin at 765-1560 before • , TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. •:.' w N Engineer's Certification U` Backfill,OR Provide En :.:; o �cZc ,;..,:,.:.:•.: 59.9 ,^ f.. that the drainage has been installed to Code. q ,y 58.5 ,'� . ; .,•' THE EXISTENCE OF RIGHTS OF WAY �iP.;`,:;4•:• AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. AID F°Goy' �• •, /��`�J�FS PREPARED IN ACCORDANCE WITH THE MINIMUM l C-7' BYATHERDS.A.L.S.AND APPROVED R TITLE SURVEYS AAND ADOPTED D ^ `� .c� o�\ FOR ASSOCIATION. THEW YORK STATE LAND A Qi cF 4- u ' APPROVAL OF STORMWATER MANAGEMENT CM TROL PLAN -Toyin Cod per 23 x i ►, , 'Y Date: G •a'. Y.S. Lic. No. 50467 • • :/::' 58.3 [/• `�_..___.../•� n Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-289A SURVEY OF LOT 14 CTgVJ9 n DRAINAGE INSPECTIONS ARE REQUIRED MAP OF �' V Contact TOS Engineering at 765-1560 before OREGON VIEW ESTS Backfill, OR Provide Engineer's Certification FILE No. 6241 FILED APRIL 4, 117 that the drainage has been installed to Code. SITUATE so.s CUTC �'t HOGUE Tr' P - ��°15°��4oy�1 ,�ti�'• G�G�o S Qje TOWN OF SOUTHOLD p` 0,F SOUf110LD EROSION &SEDIMENT CONTROLS SUFFOLK COUNTY, NEW YOJ S.C. TAX No. 1000-95-04-18.14 �0,, Shall include but not be limited to: ellA well maintained Construction Entrance, SCALE 1"=30' Wire Backed Silt Fencing, stabilization& DECEMBER 16, 2016 <`� Seeding of exposed and/or inactive soils. JULY 28, REVISED PROPOSED BARN AUGUST 15, 2017 PROPOSED DRYWELLS g AUGUST 22, 2017 EXISTING GRADES OCTOBER 3, 2017 ADD PROPOSED PATIO DRYWELLS AREA = 50,183 sq. ft. 6 06 6P ►mss �d �' I T 1 .152 ac. �� DRAINAGE SYSTEM CALCULATIONS: M� �•QA7, ADDITION ROOF AREA: 1,400 sq. ft. 1,400 sq. ft. X 0.17 = 238 cu, ft. 238 cu. ft. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required TOTAL PROPOSED PATIO -Q 2,400 sq. ft. X 0.17 = 238 cu. ft. 60.1 408 cu. ft. / 42.2 = 9.7 vertical ft. of 8' dia. leaching pool required TOTAL OF 15.3 vertical ft. of 8' dia. leaching pool required �0-11 60•g 'COQ OA lOf� PROVIDE 16 vertical ft. of 8' dia. leaching pool \ S c NOTES: 1. \ / 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:-M,9 009.4' 94' O,�\ . \ � / EXISTING CONTOUR LINES ARE SHOWN THUS: FRAME it SWING F,QC / F.FL. - FIRST FLOOR G.FL.- GARAGE FLOOR 0 \ / FI/S PI1,YMOUSE p� p \3�8. 60.3�iiS TQC STEPS C6x's, \\\ �4,c < S� �p+>'� CO!',Tl-ROL APPROVAL OE STORM�gtER � MANAG EM ENt . TO Cod Date: e 236� ti(o e � o ADArovdY•�TT6 Ile I'D o 9+ 8 9R OAF Cy0 S .. "� .. .O, RS• P J�� /60.4�. ,t : .:. _ 6 O. �jj,0��S. Y✓q� D\. •V''...' 60.6 \ 1� / l O: 61.0 �.,r..�:;;..';::.;::`:: :..y�O ._. �i •�, ,�;:.:,;. � 90 F. � ,a°, \ • 8A �. �G..'." ... / ........ :;" ' Gra.:;.':::`.:.' e f'o C 0 :' \ \S 1 o Go ''. .dam.• UNAUTHORIZED ALTERATION OR ADDITION 57.4 d / TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE o S �C::..... :.::::•::; \ \ of o� \ EDUCATION LAW. 1.5 T°�P 56.0 COPIES OF THIS SURVEY MAP NOT BEARING mac^ p�q p2F "Q�1\�.'.: ...,,. o � " �P� \ \ Go ° d7', 4j THE LAND SURVEYOR'S INKED SEAL OR � EMBOSSED SEAL SHALL NOT BE CONSIDERED 2S /aoJS :,•. ....;.-''•:';:. .. ....;. Q \ �• TO BE A VALID TRUE COPY. -" CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE ..' �}0 •_w ,. ., TITLE COMPANY, GOVERNMENTAL AGENCY AND • rLENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— �{ I "'" " ' °'. • .� 9 W N TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. l0 to %'•� THE EXISTENCE OF RIGHTS OF WAY 1 o Cp AND/OR EASEMENTS OF RECORD, IF / ANY, NOT SHOWN ARE NOT GUARANTEED. �F,S FGo r.;1'' .•';' PREPARED ILANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED l , A (y" FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. -� u' ^ �v,"V •ftp C�"°•;'J, >'• 58.3 `!v! � ``' .' • \4 -,-N.Y.S.'L�� No. 50467 ;�. &kill.�. Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jannesport, New York 11947 Jamesport, New York 11947 36-289A D SURVEY OF MAY - 1 2018 LOT 14 MAP OFi ):__�_.�v�.� OREGON VIEW ESTATES TmNoFsOUMOLD G FILE No. 6241 FILED APRIL 4, 1975 SITUATE CUTCH 0 GUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-95-04-18.14 A°sr �. SCALE 1"=30' DECEMBER 16, 2016 JULY , BARN AUGUST 215, 20117EPROPOSEDEDRYWELLS AUGUST 22, 2017 EXISTING GRADES OCTOBER 3, 2017 ADD PROPOSED PATIO DRYWELLS APRIL 19, 2018 UPDATE SURVEY AREA = 50,183 sq. ff. °� flrj 1 .152 ac. �o e� T \ � o Pio" �`SO \\ F A \ SWING �FPG '� 7 PIAYHO /�� woo STEPS l / Vis• o�'G� - ;'. ooL QPM... � / N 4 b \K \ �`1 °} GO d• / UNAUTHORIZED ALTERATION OR ADDITION lQ s \ l cti' °° \2 \ o a \ TO THIS SURVEY OF / SECTION 7209 OFSTA VNEWTION YORK STATE 02 G� \ \ °�o EDUCATION LAW. t e 1111 COPIES OF THIS SURVEY MAP NOT BEARING O '� THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Fly IL9 �G2p QP, \ 'J• • TO BE A VALID TRUE COPY. 0) CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS , AND ON HIS BEHALF TO ll 1 �. e'•'• "`� �) (�`� �� TIT EREPAREDCOMPANY, GOVERNMENTAL AGENCYTHE AND ll c r� LENDING THE ASSIGNEEIS OFON HEREON,STED THE LENDNG INST TOI- 0 \` tic v.. e .• 1w1N TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. N o 6 Cad M d THE EXISTENCE OF RIGHTS OF WAY AND/OR SHOWN ARE OFNRECORD, IFT IED. PREPARED� /��� 5UM\11 S ANDARDSIFOR TIITLACCODANCE WITH THE ESURVEYS AS ESTABLISHED G`aS BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 1 ' . (� FOR SUCH USE BY THE NEW YW STATE LAND >l OO 'g.i ' / O TITLE ASSOCIATION. K Q� ��\ • .. `sem, co a -'i., / OCG• •!1 . ; "eo ,QCst G C`` a.. Y •,�: .•. �, �,V�` .S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-28913 'r 48' QD N 2-2X10 MSR SYP OTRUSS CARRIERS NEW BUILDING SPECIFICATIONS / 26' X 48' X 16'4" POST & FRAME BUILDING / 0-18" X 8" CONCRETE FOOTINGS (TYP) (5301 LB CAP; 4480 LB COLUMN WT) / 02-3'0" X 6'8" 9—LITE FIBERGLASS ENTRY DOORS O 02-12' X 14' STEEL INSULATED OVERHEAD DOORS N NW/GLASS O N 3-36"X44" THERMALPANE SINGLEHUNG WINDOWS POSTS TO CONCRETE FOUNDATION WALLS ® _3 PLY 2X6 GLU—LAM POSTS 8' OC TYP ATTACHED W/ STURDI WALL SW-63 ( ) BRACKETTS, CORNER & DOOR POSTS 2X6 TREATED GROUND CONTACT SKIRT BOARD ALL GABLE POSTS Q0 W/SW-60 BRACKETTS (FOUNDATION EXTEND TO TOP 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC N WALLS & CONCRETE FLOOR BY OTHERS) � 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS OF ROOF TRUSS N (991 PLF CAP; 560 PLF ROOF LOAD) TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS THESE 7 OFAPOST (2 PER SPLICE MIN) 2331 SHEAR RATING C0 PRE—ENGINEERED ROOF TRUSSES— FOUR 6/12 PITCH, 48" OC, 30-5-5 LOADING O POSTS ON 4RH10IWiuRRICANEOTTO CHORD TIES (70" OC.) co CONCRETE 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FOUNDATION FASCIA 28 GA G-100 PAINTED STEEL ROOFING YELLOW PINE T-111 SIDING (4'X8' PIECES) 12" PAINTED STEEL VENTED RIDGECAP 5 DI 2-2X10 MSR SYP O TRUSS CARRIERS 48' s FLOOR PLAN �cQ ��_ Mo Lui SCALE: 3/16" = 1'0"• a� �'� ss CdA°°� 142 °•'���''' FLOOR PLAN DRAWN BY ALS ALL INFORMATION SHOWNC) !... \ O] ON THIS DRAWING IS THE lIa'��� C REVIEW PROPERTY OF SHIRK GEORGE GIANNARIS m James A. Koppenhaver, RECO) 941ii o REVISIONS. POLT}{ISEDRAW7NGNGS LLC X MAY NOT 3 0 4 Logan Ave Z �NGB BE REPRODUCED WITHOUT 780 GOLD SPUR ST. Wyomissing, PA 19610 PERMISSION BUILDER AND L TO ERARE RESPONSIBLE F% DATE NY 11935 PP P 9 DATE. 4/7/17 RITO VERIFY ALL DIMENSIONS Email; ko enhaver e@ mall com S07READINGROAD EASfEARI.PAVS19 It LLC ` SITE:GIANNARIS BEFORE CONSTRUCTION11 717-445-6888 FAX 717-445-3001 12 28 GA- PAINTED STEEL 111"X6" HEMMED FASCIA 1' 12'0 X 14'0" 9 LITE -t ENTRY ' DOOR OVERHEAD DOOR � YELLOW PINE ® 0 0 0 0 0 0 T-111 SIDING (4'X8' PIECES) ILI Ili I I I I I I I i-LLm I MHHH I I I I I I I I I I I I I I I nl I I I I I i 1� I-LLL- I I I I I BACK EJSIDEWAL]L LEFT ENDWALL SCALE: 28 GA. PAINTED STEEL SCALE: 1/8" 1'0" 12" RIDGECAP(VENTED) 28 C4 PAINTED STEEL 28 GA PAINTED STEEL �I� 12 6" RAKE TRIM SCREWDOWN ROOF 6r PANELS ^ 12 1' 3fi'•44' 36'z 44' 36^y 44" - 3'0'%6'8' 1 2'0" X 1 4'0" THERMAL PANE THERMAL PANE 7HERNAL PANE 9 LITE wlNoow mnDow wlNDow ooa OVERHEAD DOOR ® = D0El0 : ♦�� E{�y°�o �e p� O'A FRONT SIDEWALL 'Tkg� y�;Tk® RIGHT ENDWALL UU SCALE: 1/8" = 1'0" m F, Xo a SCALE:: 1/8- = 1'0" ELEVATIONS DRAWN BY ALS ALL INFORMATION SHOWN C) •(? o p co ON THIS DRAWING IS THE 2 ,•° `�� m E C REVIEW PROPERTY OF SHIRK GEORGE GIANNARI` Ae ,` .��Koppenhaver, P.E.' o{,E 1161 REVISIONS POLE BUILDINGS LLC. �/� E S�Q \\� Z P L� m THIS DRAWING MAY NOT 780 GOLD SPUR ST ''''� ��"LIt1' Logan Ave 1111111 A A 2BE RISSION BUICEDLDER WITHOUT I PERMISSION BUILDER AND T. Wyomissing, PA 19 610 OWNER ARE RE5PIX�151BLE CUTCHOG U E, NY 11935 PP P 9 DATE 4/7/17 TG VERIFY ALL DIMENSIONS Email; ko enhaver e� mail.com 807RE4DINGROAD EASTEARL,pgI75yg LLC SITE.GIANNARIS BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 BUILDER J J 2X4 ROOF PERLIN a PANTED PoDGETJW 6 IWLS \ 28 GA. PAINM VENTED OR 2WA ERIIIE (1A S1RIaC1UPo1L ROOF TRUSS PER TRUSS \ •—� STEEL ROOFING O n SE401TE FAINTED SCREWS NNTED STEEL 2-31X720 2X4 ROOF Z� v I VV RA1� CU76UFE 2X4 ODTT OR PERLN GAL.NA6SZ PURI.IN WALL 2X6 F r STRIPS 24.ON Cem �H-ORT PNNIED D TRUSS 2X6 O a GLLXN ICE N10 9CigY15 METAL SIDING 4 2X4 PV ON CENTER 5 DOOR_ a /NTED SCBE OVER r.�mr SOFFIT d v PF761jIS B-ON CENTER POST OVERHEAD EAD DOOR M F&J TPoN - DOOR WEAM ERSTRIP SRXNO +1 SYP ORK STIIUCTURAL 14'RIDGE CAP METAL 6mIN0 • ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FA6TENERS FASTENING DETAIL CAPo�R FASTENER DLTAIL HEADER DETAIL DETAIL sme 1/2-- 1'0- SCALE. 1/2-- 1'D- SCALE 1/2'- 1'D' SCALE 1/2-- 1'o- SCALE 1/2-- 1'0- SCALE: 1/2-- I DESIGN O ' WALL POST PAINTm STEEL a: U� N o WALL POST 6 NAILS 2X4 ROOF PERLN DOOR.MMB 2X6 FACE BOARD N > � E .V / 2X4 WNLROOF > C� PER TRUSS TRS � ¢ C0) \ \ p FASCIA C C Q a PERMANENT MLATERAL 6- \ I 0ORD - o BRACING(SEE TRUSS OALV". 4 HAR.S PER D}}&&g dl PAINTED STEEL VENTED N� Y J a DWG FOR SPACING) 20 CA PAINTED STEEL EACH 50>E POST F&J TM � a ROOFING INSTALLED W/ �•tU U) CL SCREWS & WASHERS 2X6 'N°° METAL MOM O E Y OIDEIIALL GIRT cn BLOCK TRU56 TO 71E 6LOCK ENTRY DOOR 12•EAVE OVERHANG 0 FASTENING DETAIL FASTENER DETAIL JAYS DETAIL DETAIL FACE sGILE: i/2'- 1'O' sme i/Y- 1'0' MALL. 1/2-- 1'0• - SrxE 1/2•- Vo• � � w 2X4 ROOF PANTED PURLINS 24.OC OWNER FASCIA PRE-ENGINEERED ROOF VENTED C SCISSORS TRUSSES 46.OC. PANELS N T H1GA HURRICANE CLI SIEETI Q T 2-2X10 MSR SYP TRUSS CARER F&J TRIM 11 2X4 DMGONAL BRACE FRDrr aNfSIE ro 8001 DaFB PREPonj -E?R:INEFRED 0. Z ROOF TRUSS _ 46.OC. /R N W /V 0M00 /1 SYP TRUSS CARPoERS INTO POST 1.V V Z CO .- W co 3 PLY 2X6 CIL-LAM 2X4 SPF SIDEIVALL GIRTS 2e OC. 0 � POSTS B' OC. TVP. V r+ 4'XB' PIECES T-111 SIDING ALL INFCRMAT ON SIONN WALL BRACING INSTALLED TO EXTERIOR OF AWPA'Ut TREATED POSTS B'OC,TYP. ON THIS DRAWING IS THE REQUIREMENTS: WNL PURIM WITH AL'S PROPERTY OF SHIRK T-111 YP SIDI POLE BUILDINGS LLC 2X4 SPF WALL GIRTS 24' WITH THIS DRAYANG MAY NOT WITH NAILS BE REPRODUCED WITHOUT PERMISSION BUILDER AND GRADE GRACE OWNER ARE RESPCNSIBLE TO VEIZFY ALL DIMENSCNS 2X6 PRESSURE TREATED PRESSURE TREATED a161ararrlH9Fr 0BEFORE ( 4"-,WOO OF SIG tlHPSI SYP SKIRT BOARD ` �1�® ��•��� BBQ DRpVAV BY CONSTRUCTION GRADE BOT1O E FSR 2%6 SKIRT BOARD a�� F ®S ( �,l REVIEW ' 3/4- NE COMPACTED i\�/\\% \\%\\\/\%\\�\\\%\\\\\j\\% \\/\\/\\/\\/\ \\/\\/\\/\ \\/ \\// ` REVISIONS °6Pn SOIL B+aax1 POD \\/N3mo'\/,g/,�/\/ \ a �� a� \-/v zz, M. 3000 PSI.CONCRETE FOOTING \//\/ /\//\/3000 PSF SOIL,//\//\// ON FLOOR �� i / LLi DATE 4/7/17 (SEE SIZE ON FLOOR PIAN) \\ .. .. \\�\�\�\����\\\/ :; \��\��\��\�\��\�/\\\ �// ,`i:; //\//\//\//\//\//\//\//\ \//\//\//\�/\//\//\//\// a 1� t .• SITE GIANNARIS TYPICAL FRAME �\//\\/�\/� 'i��•°- O SECTIONS ®m TYPICAL FRAME i\/ / / / //n\/ / //i\ / SECTION i//i\//�\// ��O p•• 77142 fir'®as (ENDWALLSEC OVIEW) (SIDEWALLp VIEW) °°OO°° +'ESSIONPva°°°°° SCALE: 1/4" = 1'0" SCALE: 1/4 = 1'0" :eelll+nma+a BUILDING DESIGN NOTES AND DETAILS BUILDER A41 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) pn FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE _ SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS ® WE 9 LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED BUILDING USE= STORAGE4 ASI 2 FOOTINGS USE GROUP=U d �z a STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM'FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C v FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=1,248 DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=24,600 W o 0 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND cD U GUST , AND 103 MPH 10 ' (D rn ° YELLOW PINE TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER ) ( SECOND GUST) UNLESS NOTED OTHERWISE a! > - E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q p CONTACT LUMBER SHALL BE TREATED TO AWPA U7-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE c: Q a USE CATEGORY SIB AND SECTION 5 2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND 30 PSF(LIVE) MIN SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS o- (3)� > SHALL A4 4 ROOF TBEAR AN RUSSES ACCREDITED LABEL USING #1 OR BETTER SYP A4 10 APPLICABLE BUILDING CODES Y J C .� a ROOF TRUSSES SHALL BE PRE-ENGINEERED, GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q O U) C COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2015 IRC/2016 NY SUPPLEMENT CODES K) o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS - SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A411 DESIGN CRITERIA: o 3- W OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R50211.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) N & IBC 107 3.4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) (f� PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS �- SOUTHERN BUILDING CODE CONGRESS (SSTD10) Q AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WTH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) Z Z GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN a � LaACCORDANCE WITH IBC SECTION 2304 9 1, 2308 10.1, AND 2308 10.6 A4 12 WARRANTY NOTES A46 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES'WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN W J 2308.9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINEDO O POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC O O SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A W cc DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY ti = 153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, V AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 12"' STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHONN TIMBER IS 1 PER BOARD WIDTH TRUSS CARRIER CONNECTION TO POST: x4" ON THIS DRAWING IS THE t ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK GRK RSS STRUCTURAL SCREWS. SCREW VALUES, SHEAR STRENGTH=1328 LB, POLE BUILDINGS LLC STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS THIS DRAWNG MAY NOT TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING eE REPRCIXICED WTHOUT LBS, MIN BENDING ANGLE=35' PERMISSION BUILDER AND FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OMERMERESPCNSBLE A47 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER TO YERFY Au DIMENSIONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR SCREWS. FA THE MFG'S REQUIREMENTS. METAL SIDING AND ROOFING HSHALL BE FWARRANTED SIDING ```�`o� ••.•'•.NJF ° ��' DRAM 13Y ALS REVEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ,° � REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, mo DATE 4/7/17 BOTTOM EDGE OF STANDARD ROOFING MATERIALS n :� :D..W e SITE.GIANNARIS DETAILS • ����sa��,o'•=. 7142•�.>'`���0�'` . ESSIO�P;0�'e�®e A � 4 baa H Job Truss Truss Type Qty Ply o 130521462 6707230 S1 SCISSORS 1 1 Job Reference o honal Superior Trusses, Ephrata,PA 17522 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Jul 20 15.29 10 2017 Page 1 ID IocG4DzdGBddzpeCmlgwUWyw8GO-YNFcDtWeQ8C6RPRncznJpkFEyaXH4sROd?6rHOyw71d -10- 6-8-7 13-0.0 19-3-9 26-0-0 2 -10- -10-8 6-8-7 633 6-3-9 6-8-7 -10-8 Scale=146 7 5x6 II 6 00 12 13 14 3x4 i 12 15 7�G 3 5 2 9 7x12 11 6x10 M18SHS= s 16 7x 10 8 1 2 6 2x4 II 2x4 II 7 I`9 W o 3 00 F12 6-8-7 13-0-0 19-3-9 26-0-0 6-8-7 63-9 6-3-9 6-8-7 Plate Offsets(X.Y)- f2-0-55-11.0-3141,r6 0-5-11.0-3-141.[9.0.5-0 0-3-41 LOADING (Ps3 TCL0.0 SPACING- 4-0-0 CSI. DEFL. in Qoc) Well L/d PLATES GRIP (Roof Snow--30.0) Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.42 9-10 >721 240 MT20 197/144 TCDL 5.0 Lumber DOL 1 15 BC 0.72 Vert(CT) -0.59 9-10 >518 180 M18SHS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.45 6 n/a n/a BCDL 5.0 Code IBC2015/fP12014 Matrix S Wlnd(LL) 0.27 9-10 >999 360 Weight 129 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-37 max) BOT CHORD 2x4 SPF 2100F 1 BE (Switched from sheeted Spacing>2-8-0) WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing, WEDGE WEBS 1 Row at midpt 3-9,5-9 Left 2x4 SP No.3,Right 2x4 SP No 3 REACTIONS. (Ib/size) 2=2171/0-8-8,6=2171/0-8-8 Max Harz 2=-327(LC 12) Max Uplift 2=850(LC 14),6=-850(LC 14) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-3=-5888/2167,3-4=-4320/1587,4-5=-4320/1586,5-6=-5888/2168 BOT CHORD 2-10=-1795/5164,9-10=1798/5168,B-9=-1801/5168,6-8=-1798/5164 WEBS 4-9=-898/2808,3-10=0/416,5-8=0/416,3-9=-1619/819,5-9=-1619/819 NOTES- 1)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf,BCDL=3.Opsf,h=25ft,B=45ft,L=26ft,eave=4ft,Cat. II,Exp C,enclosed,MWFRS(directional)and C-C Extenor(2)-0-8-6 to 2-310,Intenor(1)2-3-10 to 13-0-0,Extenor(2)130-0 to 16-0-0 zone,cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-10,Pf=30 0 psf(flat roof snow),Category 11,Exp C,Fully Exp.,Ct=1 2 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to ` Oli N EF IR, venfy adequacy of top chord dead load. `i YrNN 6)All plates are MT20 plates unless otherwise indicated. C:, aJ�N G A'l80 ©� 7)Plates checked for a plus or minus 0 degree rotation about Its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should venfy Alzil7m" capacity of bearing surface. a10) Provide mechanical connection(by others)of truss to bearing plate capable ofAnthstanding 100 lb uplift at lolnt(s)except(V-lb) LLf 2=850,6=850. 11) Graphical pudln representation does not depict the size or the orientation of the purim along the top and/or bottom chord. s 'f r C? RQ�ESS10 July 21,2017 17, AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NOTEK REFERENCE PAGE I1I11-7473 rev 10/032015 BEFORE USE. ' Design valid for use only with M7ek®connectors This design is based only upon parameters shown,and is for an individual building component,not • a truss system Before use,the building designer must venty the applicability of design parameters and property incorporate this design into the overall a� building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary and permanent braang H P3�'t�l,�' is always required for stability and to prevent collapse wth possible personal injury and property damage For general guidance regarding the M E 5 fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPi1 Quality Criteria,DSB-89 and BCSI Building Component 15023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandra,VA 22314 Chesterfield,NO 63017 001 RIDGE 12 61 12 16 ' TOP OF WALL EXISTING EXISTING co C\i EXISTING 't T— IE=7 11 :1111 11 L=j 11111Y1111iii 11111111111111W LliLl LL======lo EXISTING I F L 3068 GRADE- 12' . ........J ..261 . .. . . .. . .. . ... . /.KMQ)'r-' . .. . . .. . . . . L -1 L " -EXIST STAIR . .. ..... ... .. .. . . .. . . .. . . .. . . .. . . .. .... . . .. . . .. . . .. . . . PROPOSED POLE BARN (PLAN BY OTHERS) . .. . . .. . . .. .NORTH ELEVATION- 12 61 PROPOSED POLE BARN L . . . . .. . . . . . .. . . ... . .. .. .. . . . . . . .. . . .. ...... . . . . .. . . .. . . .. . .. . . ... . .. . . .. . . I. . . .. . ... . . .... . . . . .. . . . . . .I . . ... . .. .. . . . . .. . . .. . ... . . .. . . . .. . . .. . .. . . ... . .. . . .. . . .. . ... . ... .... . .. DDD EXISTING . . . .. . . .. . . .. . .. . . . .. . . . . . .. . . .. . . .. . ... . ... .. oLL==ulllL— LiliLlil � . . . .. . . .. . . .. ... . . . . . . .. . . .. .. .. . . .. . . . EXISTING EXISTING F NES Li u 12,- - - .. . . .. . . .. . . .. . -T!!ffn L —J L I L J . . . .. .... . . .. J 1 . .. . . .. . . .. . . .. . .. . ... . . .. . . .... . .. . . .. . . .. . ..... . . . . .... . ... . . .. . . .... ... . . . .. . . .. . . .. ... . . . . .. . � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ J .... .. .. . . .. .. . . .. .... . . .. . . ... .. . . .. . . .. .. . . . . .. . . ... . .. . . .. NORTH AND SOUTH ELEVATION GIANNARIS RESIDENCE SOUTH ELEVATION- 780 GOLD SPUR DR. CUTCHOGUE, NY D Fqr PROPOSED ADDITION & ATTACHED POLE BARN SCALE: 1" = i,-o,- 111AY 1 2018 4 POINTS EAST DRAWN BY: DLR REAL PROPERTY SERVICES DEC. 27,2016 P.O.BOX 794.33 MONTAUK HYW.QUOGUE,NY T* 631.653-0300 ptseast@aol.com AMENDED 3-15-18 TOWN OF SOUMOID PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY F7 F7 7-1 F-1 F-1 FLASH @ BARN W ROOF INTERSECT Ca EXISTING FRAMED ROOF VENTED SOFFIT EXISTING PROPOSED ATTACHED TO MATCH OOFED DECK ENTRY POLE BARN BY OTHERS 28/68 SIDING TO p MATCH TOP OF TERIOR 15'-2" EXISTING FOUNDA ION WALL TOP OF INTERIOR FOUNDATION WALL _ }� P.C_SLAB__ I ..- _— —_ _— — RISERSGRADE — �,• f �� ` ;�:« '•;r'•'<`•}<r`c,'y P.C. CRAWL GRADE STAIRS 51_Q�� AREA .}1..laxa,rh•nJl+,^1 Y•dN.`?.hM,�i•`'�i•'e. L+ TOP OF OO y d' rrttG`S";% r1r .' .�. OPEN TO tM 'y'•f>ia' J:Kt's e,r: L'�x:'; ,fief'•=«' `<�k: .Mt•,.eyF r� s.�r.: ����-,.. ;:. 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STEPS1" - - - - - _� —••••i� _ _ _ _ _ _ i — - -- - -I 29074 ADDITION SECTION ADDITION SECTION TUNNEL AND STAIRWELL DETAIL FLOOR AND DECK FRAME DETAIL GIANNARIS RESIDENCE 780 GOLD SPUR DR. CUTCHOGUE, NY PROPOSED ADDITION & ATTACHED POLE BARN POINTS EAST SCALE: 4" = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR P.O.BOX 794-33 MONTAUK HYW.QUOG UE,NY DEC. 27,2016 2 631.653-0300 ptseast@aol.com AMENDED 3-15-18 PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY -261— BUILDING 6'BUILDING —� 12' \— PO T OU fLINE T- ✓ 0 -6 SEE POST GRADE PLACEMENT PEA — P CKED D TAI GRAVEL POT IL P co II=III IM � _ I —I�I— T 11—I I I < I=12 x 6 ACa C I FNRD ESH POUR-I I E o III= LEETS III -_ _ 4" H P.C. II— III L.B. � l� 1WIDE 2"DEEP X 1 6" P.C. SLAB \ PRECAST P I o 11 I=I ISI—ISI Z Z FOOTING II111I III II1 IIII1=1I1=1I1-1 aI�_ TYPICAL POST 0o I � E-N D ETA I L 6" P.C. SLAB 3500 si m O w/ 6 x 6 #10/10wwm J—i� P 9" T C i C7 w H z 000 - - - - - - - - - - - - - - - - --1 m o —I 00 PITCH CHANGE HIGH POINT PROPOSED 4"STEP I BLOCK PATIO co ON GRADE � RAISED w P.0 SLAB III 01011 3 - FRAMED WALL N ADDED FOUNDATION WALL X 6 ( 16 C P wI IJ T 00T I I EXISTING FOUNDATION WALL III I EXISTING H I I EXISTING BILCO r P ENTRY TO BE ; o 41 '_1 „ REMOVED + T ( DECK HGT. N „ � � � � � 2 0 I 6" P.C. SLAB H I CHANGE — — — — _25'-9" ilk 4" P. SLAB P.C. SLAB 00 DRYWELL c0 DRA "TI Ln U DROP WALL B" — I U - - - -�- - - - - -- - - - - - - coT ,: . . . . . . . .. . . .. . . .. . . . . . _ -10' 12 I x x / O 1 0) . I / ' x CO - EXISTING DOOR co G -6 7 4"�.C.SLAB N x cM EXISTING OPENING I / v GARAGE DOOR OPENING „ . 22 �I o BASEMENT / 26'-20 03 EXISTING P.C. SLAB N EXISTING FIRST FLOOR I I / EXISTING I / T I STRUCTURE I / I / I co CIO ED AR FOUNDATION PLAN Qt �74 o� GIANNARIS RESIDENCE 780 GOLD SPUR DR. CUTCHOGUE, NY PROPOSED ADDITION & ATTACIHED POLE BARN / \ SCALE: 4" = 1'-0" / POINTS EAST DRAWN BY: DLR / REAL PROPERTY SERVICES DEC. 27, 2016 3 / ❑ ❑ P.0.80X794-33MO tYW.QUOGUE,NY AMENDED 3-15-18 ptsea 631.653-0300 ptseast(8iaol.com — — — — — — — — — — — — — — — — — — PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY EDPM ROOFING 2 X 10 D.F. @16" O.Ci t'CDX PLY FACSIA AND SOFFITS TO MATCH EXISTING---' R-30 TYPICAL 6"WALL --�- CONSTRUCTION R-19 30LB. FELT OVER 1"CDX— SIDING TO MATCH EXISTING SIMPSON LSTA CORNER STRAPPING 2 X 6 ACQ PLATE DX PLY GLUED SILL SEAL COPPER TERMITE SHIEL ALL SHEATHING TO BE (1)#5 REBAR PAVERS NAII ED TO PI ATE GRADE SIMPSON STH22TIE-D N (2)#4 REBAR IN ALL FOOTINGS — — TYPICAL KEYWAY _ _ I=1 I I1=1 -------m BUILDING DEPARTMENT NOTES PROVIDE DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING: ALL JOISTS TO BE BRIDGED AT 6'-0" O.C. ENERGY NOTES 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 1 ) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2015IRC AND 2016 SUPPLEMENT TO ECCC APPR VEDAS QT;.� 2016 UNIFORM CODE SUPPLEMENT NYSDOS ��--I1 2015 INTERNATIONAL MECHANICAL CODE ALL BEARING WALLS TO HAVE SOLID BLOCKING AT 4'-0" O.C. VERTICAL LATEST EDITION AT THE PERMIT APPROVAL. DATE: B.P.O 2015 INTERNATIONAL PLUMBING CODE 2) EXTERIOR DOORS AND DOOR TO GARAGE U = 40 MAX FEE- BY: 2015 INTERNATIONAL FUEL GAS CODE PROVIDE COLLAR TIES AT ALL GABLE ROOFS, 2x6 @ 48" O.C. (2'-0" MINIMUM 3) WINDOWS,SLIDING DOORS, ALL GLASS U = 58 MAX ,.7 BUILDING DEPA. TM T AT 4) ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION. 765-11602 PAM TO 4PM FOR THE 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE FROM BOTTOM OF RIDGE) FC�LLovY1NG I^aspECTION 2015 INTERNATIONAL EXISTING BUILDING CODE AIR . 150-200 C.F.M. FLUE TO HAVE TIGHT SEATED DAMPER WITH MAX AIR LEAKAGE @ 20 C.F.M. 1. FOUNDATION - T'vVO R QUIRED 2015 INTERNATIONAL BUILDING BODE ALL WINDOWS TO BE RATED FOR HURRICANE AND WIND BORNE DEBRIS 5) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE. FOR PrJR'D CC�McR TE ) SOUTHOLD TOWN BUILDING AND ZONING CODES 6 ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75F FOR COMBINATION HEATING AND COOLING THERMOSTATS, 2. ROUGH - FRAIMVG I1LkUV71NG PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS PER NEW THE RANGE SHALL BE 45 - 85F. 3. INSULATIr CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION YORK STATE CODE. ONE ON EACH LEVEL AND ONE IN EVERY BEDROOM, 7) COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MIN. COMBUSTION EFFICIANCY OF 75 4. BE COM: v.D.�f u6T 0 SMOKE DETECTORS TO BE TIED TOGETHER. AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. ALL CONST SWILL MEET THE NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE 8) INSULATE ALL PIPES AND DUCTWORK TO CODE REQUIREMEN,S OF THE -ODES OF NEW CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE WITH STATE AND LOCAL YORK STATE. NOT RES ONSIBLE FOR Fire S�; THE FOLLOWING IS A LIST OF ITEMS TO BE SELECTED, SPECIFIED AND/OR 9) WATER SERVICE TEMP. CONTROLS SHALL BE AT A MAXIMUM OF 140E ' reg�irr_ �,-�F per BUILDING CODES COORDINATED WITH THE OWNER. CONTRACTOR TO PROVIDE SAMPLES, COLOR 10) ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. DESIGN OR CONSTRUC .ON ERRORS. CHARTS, CUT SHEETS AND ANY INFORMATION REQUIRED FOR EACH ITEM, TO AT 60 P.S.I. WATER PRESSURE. NYS COe CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD FACILITATE SELECTION AND COORDINATION WITH THE OWNER. 11 ) HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 OF THE ENERGY CODE. VINYL SIDING/SOFFITS AND ALL ACCESSORIES MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN TABLES 4-8, 4-9, AND 4-10 CF_ THE ENERGY CODE, COMPLY WITH .LL CODES OF IF APPLCABLE, ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi ROOF SHINGLES 12) THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN TABLE 5-1 OF THE ENERGY CODE. NEW YORK STATE & TOWN CODES AT 28 DAYS EXTERIOR PAINT 13) ALL BUILDING MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE AS REQUIRED AND CONDITIONS OF EXTERIOR DOORS WINTER WARM SIDE OF THE INSULATIONWNZBA IF APPLICABLE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTERBED SOIL HAVING A INTERIOR PAINT 14) INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT PLATE LINES,BAND R MINIMUM BEARING CAPACITY OF TWO (2) TONS PSF INTERIOR DOORS JOISTS AND CORNERS INTERIOR TRIM 15) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR-LEAKAGEIN ACCORDANCE WITH THE REQUIREMENTSMUT I` EES ALL FRAMING LUMBER TO BE DOUGLAS FIR #2, HAVING THE FOLLOWING VALUES: fb=950 FLOOR FINISHES (CARPET, WOOD OR CERAMIC TILE) (INCLUDING STAIR) OF SECTIONS R402.1 THROUGHR 402.4.6 psi AND E=1.5 ACCESS LADDER TO ATTIC CLOSET ACCESSORIES DRAINAGE INSPECTIONS ARE REQUIRED ALL POSTS SUPPORTING HEADERS AND GIRDERS TO BE 3Y" x 3Y" (UNLESS OTHERWISE BATHROOM FIXTURES AND CABINETSCo tact TOS Engineering at 765-1560 before NOTED). POSTS TO BE SOLID BLOCKED TO BEARING BELOW. BATHROOM VENTS OCCUPANC`� OR I3e Vill,OR Provide Engineer's Certificatloll LIGHTING FIXTURES AND LOCATIONS (INTERIOR AND EXTERIOR) USE IS UNLAWFULCLIth:.Ern dra°neje has been installed to Cod*. ALL BUILT-UP MEMBERS (BEAMS AND GIRDERS) TO BE SPIKED AT 12" O.C. NO FACE OUTLETS/SWITCHS AND LOCATIONS (INTERIOR AND EXTERIOR) (REFER TO ABLE^R3012(1)ATEAOF DE 2015 IINTERNNATIONALGEOGRPHICDESIGN RESIDENTIAL CODE)TERIA WITHOUT CERTIFICATE SPLITS ON GIRDERS BASEBOARD HEATING AND CONTROLS WIND DESIGN SUBJECT TO DAMAGE AIR OF OCCUPANCY DO NOT PROCEED WITH WIND FROM FFir<,'.,''1: _ V. -) `Y GROUND SPECIAL WINTER ICE SHIELD FREEZING MEAN ALL HEADERS TO BE THE FOLLOWING (UNLESS OTHERWISE NOTED) SNOW SPEED TOPO. WIND BORNE SEISMIC CATEGORY FROST LINE DESIGN NDERLAYMENT FLOOD INDEX(R403.3(1) ANNUAL �� 'r 1...'.-., : .'_°! LOCATION LOAD (MPH) EFFECTS REGION DEBRISWEATHERING TERMITE TEMP REQUIRED HAZATEMP ELECT��C�L HAS iJ�:Cl�i i,l"rt�OUED. 2x6 WALLS - (3)2x10 w/ 1/2" PLYWOOD ZONE DEPTH,3owMODERATE ERATE TO COASTAL INSPECTION REQUIRED 20 psf 11 Vasd YES NO 1 8 SEVERE 3'-0 HEAVY 15 ' YES AE 510 50.8 All exterior lighting installed,replaced or repaired shall confi - - to Chapter 172- of the Town Cote TM1,3m rLACARD!V3 REQt1'r_D GENERAL INSULATION AND CAULKING ELECTRICAL 1 . ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, AND 8. ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE MANNER IN 1 . ALL ELEG',•IRICAL WORK SHALL CONFORM TO STATE AND NATIONAL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION, ACCORDANCE WITH ACCEPTABLE AND RECOMMENDED PRAC1 .TICE COMPACTION BETWEEN ALL EXTERIOR FRAMING MEMBERS AS ALL INSULATION SHALL BE CUT TO FIT SNUGLY BUT WITHOUT CODES; MEET ALL INSPECTIONS AS REQUIRED, AND BE INCLUDING THE N.Y.S.ENERGY CODES. OF THE TRADE. INDICATED ON DRAWINGS AND SHALL BE TACKED SECURELY IN PERFORP'.=D BY A LICENSED ELECTRICIAN. 2. O��J SITE VERIFICATION OF DIMENSIONS AND CONDI TIONS SHALL 9. THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED PLACE, IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE 2. FIRE UNCRWRITERS CERTIFICATE SHALL BE FURNISHED UPON DIE MADE BY THE CONTRACTOR BEFORE ORDERING MATERIALS OR AREAS TO REMAIN FROM BOTH CONSTRUCTION DAMAGE AND/OR MANUFACTURER. ALL TEARS AND PENETRATIONS TO THE VAPOR COMPLETION OF WORK. COMMENCING THE WORK. WEATHER PENETRATION. BARRIER SHALL BE CAREFULLY PATCHED AND SEALED PRIOR TO INSTALLATION OF FINISHHED SURFACES. 3. ALL NEW CONVENIENCE OUTLETS ARE TO BE 12" ABOVE FINISHED 3. THE CONTRACTOR SHALL CAREFULLY STUDY THESE PLANS AND 10. THE CONTRACTOR SHALL REVIEW SCHEDULING AND PHASING 2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES WHERE INDICATED BY OWNER. COMPARE THEM WITH FIELD CONDITIONS AND OTHER CONTRACT PLANS WITH OWNER AND THE ARCHITECT AND ESTABLISH AN CONTINUITY OF INSULATION AT PLATE LINES, SILL AND CORNERS. 4. ALL NEW CONVENIENCE OUTLETS AND SWITCHES TO BE LEVITAN BlOwer DOCUMENTS. ANY ERRORS, OMISSIONS OR DISCREPANCIES AGREED UPON PROJECT SCHEDULE. DISCOVERED IN THE PLANS AND/OR JOB CONDITIONS SHALL BE 3. VAPOR BARRIER SHALL BE LOCATED ON THE WINTER WARM SIDE OF DECORA WHITE UNLESS OTHERWISE NOTED. and c11 �,tY.3r€�.r;� BROUGHT TO THE ARCHITECT'S OR OWNERS ATTENTION AT ONCE. CARPENTRY AND FRAMING THE INSULATION. 5. PROVIDE 6" DIAMETER HIGHHATS WITH WHITE TRIM RING AND tester%f rcqui-AVed. IF WORK IS IN PROGRESS AT THE TIME OF SUCH DISCOVERY, MATT BLACK BAFFLE AS SHOWN. WORK SHALL CEASE AND SHALL NOT RESUME UNTIL THE 4. ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SITUATION IN QUESTION HAS BEEN FULLY RESOLVED TO THE 1 . ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR fb 950 P.S.I. SHALL BE INSTALLED WITH AN AIR SPACE CLEARANCE OF 3 INCH 6. ALL LIGHTING FIXTURES SHALL BE SUPPLIED BY OWNER. SATISIFACTION OF THE ARCHITECT. GRADE STAMPED UNLESS OTHERWISE NOTED. ALL BEAMS AND MINIMUM, OR AS PER THE ALLOWANCES AS SPECIFIED BY THE INSTALLED BY CONTRACTOR. GIRDERS SHALL HAVE A MINIMUM 4" BEARING. LIGHTING FIXTURE MANUFACTURER BASED UPON U.L.RATINGS AND APPROVALS, WHIC EVER IS STRICTER. 4. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM 2. JOISTS AND RAFTERS SHALL BE SET WITH CROWNING EDGE UP SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT. AND SHALL BE BRIDGED AT INTERVALS NOT EXCEEDING EIGHT (8) 5. CAULK EXTERIOR JOINTS , WINDOWS AND DOOR FRAMES PLUMBING FEET WITH ONE (1 ) ROW OF BRIDGING. FURNISH AND INSTALL AND ALL OTHER OPENINGS AT PENETRATIONS OF UTILITY 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS AND NOTES TAKE AS PER DRAWINGS SERVICES, ETC., SHALL BE CAULKED, GASKETED, WEATHER- 1 . PLUMBING WORK SHALL COMPLY WITH REQUIREMENTS OF ALL PRECEDENCE. STRIPPED, ALL OTHERWISE SEALED. APPLICABLE STATE AND LOCAL BUILDING CODES. 3. CONTRACTOR SHALL CONFIRM ALL WINDOW AND DOOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR SPECIFICATIONS AND ROUGH OPENINGS WITH MANUFACTURER 2. REVIEW HVAC HEAT LOCATIONS WITH ARCHITECT AND ACTS AND OMISSIONS OF ALL HIS EMPLOYEES, SUBCON- BEFORE FRAMING. TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM OWNER PRIOR TO INSTALLATION. TRACTORS, THEIR AGENTS AND EMPLOYEES, AND OTHERS U-FACTOR AND SHGC REQUIREMENTS PERFORMING PORTIONS OF THE WORK UNDER CONTRACT TO THE 4. NEW ROOF SHINGLES TO MATCH EXISTING ROOF FOR TYPE AND COLOR CLIMATE T 4 1 5 1 6 3. NO HEATING LOOPS TO BE INSTALLED IN EXISTING DECK CONTRACTOR. WHERE SHOWN. NEW SHINGLES TO BE CEDAR ZLINE VERTICAL STRUCTURE. TYPE UNLESS OTHERWISE NOTED. OWNER TO APPROVE SAMPLES u-factor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actor 0,50 0.50 0.50 SHGC 0.40 0.40 0.40 GENERAL CONSTRUCTION S �30D �y�y�,, AND ENERGY NOTES � GIANNARIS RESIDENCE * 780 GOLD SPUR DR. CUTCHOGUE, NY ?9074 p PROPOSED ADDITION & ATTACHED POLE BARN SOF NEPOINTS EAST SCALE:Jq" = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR NOTES P.O.BOX 794.33 MONTAUK HYW.QUOGUE,NY DEC. 27, 2016 631.653-0300 ptseast@aol.com PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY TABLE 3.213 BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING LATERAL & TABLE 3.4A RAFTER &/OR CEILING JOIST TO TOP PLATE LATERAL & SHEAR TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION TABLE 3.11 WALL SHEATHING &CLADDING ATTACHMENT REQUIREMENTS SHEAR LOADS FROM WIND - EXPOSURE B CONNECTION REQUIREMENTS REQUIREMENTS FOR 30 psf. GROUND SNOW LOAD FOR WIND LOADS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ROOF SPAN (FT.) 36 36 THREE SECOND GUST WIND SPEED (MPH.) 130 REQUIRED NUMBER OF SOUTHAMPTON IS IN 130 MPH FOR BASIC 5/8" ANCHOR 700 year-THREE SECOND GUST WIND SPEED (MPH.) 130 ROOF SLOPE RAFTER SPACING (IN.) 16d COMMON NAILS PER HEEL JOINT CONNECTION BOLTS HEEL JOINT LBS. WIND DESIGN PER FIGURE IRC 301.2(4) STRUCTURAL SHEATHING RAFTER/CEILING WALL HEIGHT (FT.) NUMBER OF 8d COMMON NAILS E F 700 year SECOND GUST WIND SPEED 130 JOIST SPACING (IN.) 10d BOX NAILS (TOTE-NAILED) STUD- (MPH.) REQUIRED IN EACH RAIFTER AND/OR NA 16 NA 998 SHEATHING LOCATION SPACING MAXIMUM NAIL SPACING FOR Sd CEILING JOIST TO 10P PLATE IN. OC) COMMON NAILS (IN. OC) BOTTOM PLATE TO FOUNDATION ANCHOR FOUNDATION MINIMUM ANCHOR CONNECTION BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING (IN.) (1) NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE INTERIOR ZONE 16 6 12 CLINCHED. LATERAL AND SHEAR 1-3 STORIES 48 LOADS 16 10 3 (2) HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL OR RIDGE BEAM. 4' PERIMITER EDGE ZONE 16 6 12 (3) WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR STRUTS OR PURLINS TO A LOADBEARING WALL THE TABULATED HEEL JOINT BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONATELY 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). (1) TABULATED CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED) IN TO THE REDUCTION IN SPAN. (2) TABULATED ACCORDANCE WITH ANCHOR EOCTION BOLT 3.4.4.2SPACING ANCHOR BOLTLATERAL SHALLAND NOTSHEAR EXCEELOADS 6 FEETASSUME ON CENTERARE SPACISHEATHED IN EXPOSURE B (4) EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE JOIST LAP SPICES. TOE-NAILS IN THE RAFTER AND CEILING JOISTS SHALL EQUAL OR EXCEED THE (5) TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE E - NAIL SPACING AT PANEL EDGES (IN.) (3)LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS IN TABLE 3.5 TABULATED NUMBER OF NAILS REQUIRED. ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY. (3) TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 6 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TOA 2x4 TOP PLATE OR 3 RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING (1) FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE TOE-NAILS IN EACH SIDE WHEN FASTENED TOA 2x6 TOP PLATE. JOIST OR RAFTER TIES LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ATTACHMENT REQUIREMENTS SHALL BE USED ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: (2) TABULATED 12" OC NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WIT GZ0.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49 THE NAIL SPACING SHALL BE REDUCED TO 6" OC TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) TABLE 3AB SHEAR WALLS RESISTING UPLIFT AND SHEAR RESISTING UPLIFT LOADS FROM WIND - EXPOSURE B (3) FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO EXPOSURE B BE SUBSTITUTED FOR COMMON NAILS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT 8' END ZONES INTERIOR ZONES 700 yr. THREE SECOND GUST WIND SPEED (MPH.) 130 CONNECTION RESISTING TOP & BOTTOM OF THREE SECOND GUST WIND SPEED (MPH.) 130 130 WOOD STRUCTURAL PANEL SHEAR WALL PANEL NAILING MAXIMUM REQUIREMENTS REQUIREMENTS ROOF TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR SPAN WIND LOADS (FT) PLATE SIZE 2X6 SHEATHING SHEAR WALL ROW NAIL 2,3 120 THICKNESS NAILING OF SPACING THREE SECOND GUST WIND SPEED (MPH.) FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR NAILS (IN) SUPPORTING BOLT SPACING (IN.) BOLT SPACING (IN.) CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT STRUCTURAL SHEATHING 4 6 _ FACTORS I E I F J" OSB OR 1 4 12 SHEATHING LOCATION RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8d PLYWOOD WITH 8 D COMMON 3 36 1 / 3 1.50 SPACING (IN. OC) COMMON NAILS (IN. OC) UPLIFT LOADS 1-3 STORIES 51 60 SPECIES OF PLIES NAILS ® 6" PANEL HAVING G GREATER EDGE SPACING AND 5 6 36 THAN OR EQUAL 12" FIELD SPACING 2 4 36 16 6 12 BIOLT/SPACING SHALL NOTEXCEED THE ANCHOR ARE D LESSER THE TA RESIST ER LITABULATED LNVDSHEAR ALUES FOR UDPL,IFTiE MAX.LOADS (TABLE TO 0.49 3 36 INTERIOR ZONE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). 4' PERIMITER EDGE ZONE 16 6 6 NAILING SCHEDULE- WFCM PAGE 149-TABLE 3.1 PERSCRIPTIVE DESIGN THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS. ROOF /CEILING FRAMING (1) SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) TABLE 3.6 RIDGE TENSION STRAP / RIDGE CONNECTION REQUIREMENTS GABLE ENDWALL RAKE AND RAKE TRUSS 1 4 4 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING FOR PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO FOR WIND - EXPOSURE B (RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER RAFTER RESIST COMBINED SHEAR AND UPLIFT FROM WIND. CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER JOIST (2) WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0.49 OR GREATER, TABULATED THREE SECOND GUST WIND SPEED (MPH.) 130 130 (CEILING JOIST TO PARALLEL RAFTER FACE-NAILED (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN ROOF SPAN NUMBER OF 8d COMMON NAILS OR REQUIRED CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED (SEE TABLE 3.9A) 3 - 8d 3 - 16d PER LAP NO CASE SHALL THEY EXCEED A SPAN OF 36 FT. ROOF PITCH 10d BOX NAILS IN EACH END OF CAPACITY RIDGE COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 - 10d PER TIE (FT') 1-1 4" STRAP 1 2 3 4 5 6 CONNECTION (3) TABULATED VALUES FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF IBLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END PLIES HAVING A SPECIFIC GRAVITY OF 0.49 OR GREATER. FOR PLYWOOD WITH NA NA NA NA E - NAIL SPACING AT PANEL EDGES (IN.) IRIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END OTHER SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0.90. F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) WALL FRAMING (4) WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING DOUBLE TOP PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF (1) TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD (1) FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE PE THE ROOF, JOINT DESCRIPTION TOP PLATE TO TOP PLATE (FACE NAILED) 2 - 16d (,) 2 - 16d (1) PER FOOT FASTENERS SHALL BE PLACED J" FROM THE PANEL EDGE. LOAD (.6 x 10 PS1) INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER TOP PLATES AT INTERSECTION (FACE NAILED) 4 - 16d 5 - 16d JOISTS - EACH SIDE EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24" O.C. (5) WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBERS OF' THE (2) WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES DOUBLE TOP PLATE AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT RA TABULATED 12" OC SPACING ASSUMES SHEATHING ATTACHED TO BE r APART WITH A MINIMUM EDGE DISTANCE OF �'. EACH ROW SHALL HAVE REQUIRED. RA0.49, THE N FRAMING MEMBER WITH G>0.49 FOR FRAMING MEMBERS WITH 0.42 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TO PLATE, NAILS AT THE SPECIFIED SPACING. GS0.49, THE NAIL SPACING SHALL BE REDUCED TO 6" OC BOTTOM PLATES TO FLOOR JOISTS, BANDJOIST, 10" WALL HEIGHT MAX (3) WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED " 2 - 16d (1,2) 2 - 16d (1,2) IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER 8d NAILS IN A STEEL STRAP. (3) TABULATED 6 OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS ENDJOIST, OR BLOCKING (FACE NAILED) PER FOOT FRAMING MEMBER WITH G>-0.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49, THE NAIL FLOOR FRAMING TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL (4) TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE STRAP SPACING, FOR DIFFERENT SPACING SHALL BE REDUCED TO 4" OC JOINT DESCRIPTION NUMBER OF NAILSNUMBER v BOX NAIL SPACING CONNECTIONS FOR WIND LOADS -EXPOSURE B FOR UP TO RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. PER JOIST 10' WALL HEIGHTS (4) TABULATED 4" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 4 - 8d 4 - 10d JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) - (5) TABULATED CONNECTIONS REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING FRAMING MEMBER WITH G>0.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, THE NAIL BRIDGING AND/OR BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 16d EACH END SPEED MPH. 130 NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS SPACING SHALL BE REDUCED TO 3" OC BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 10d EACH END REQUIRED NUMBER OF 16d 3 - 16d 4 - 16d EACH BLOCK FRAMING SPACING ROOF SPAN (FT.) COMMON NAILS OR 40d BOX (6) 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT BLOCKING TO SILL OR TOP PLATE (TOE NAILED) NAILS PER STUD TO PLATE LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST CONNECT110N JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST BAND/RIM JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST 16" 16 2 RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 INTERIOR WALL FINISH BAND/RIM JOIST TO SILL OR 70P PLATE (TOE-NAILED) 2 - 16d 3- 16d PER FOOT MULTIPLIER 1.00 1 1.33 1.60 2.00 4.00 6.00 A" GYPS❑M WALLBOARD 2 ALL WALLS AND ROOF SHEATHING (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 CEILINGS, BATHROOM TO RECEIVE M/R SHEETR❑CK JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING STRUCTURAL PANELS 3/4" CDX PLYWOOD 8d 10d (SEE TABLE 3.10) (2) TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2 - 8d DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - 10d PER SUPPORT (PERMITTED TO BE MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 3 FEET REFER TO TABLE R301.7 OF THE INTERNATIONAL RESIDENTIAL 2015 OF CORNERS DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT STRUCTURAL MEMBER DEFLECTION ALLOWABLE INSULATION SCHEDULE CEILING SHEATHING (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURES RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED L/180 UNHEATED FLOOR AREA,,,,,,.R-30 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAIL NAIL SPACING CEILING NOT ATTACHED TO RAFTERS 2X4 EXTERIOR WALLS S.....,.,R-13 5d COOLERS (3) 5d COOLERS 7" EDGE / 10" FIELD TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL 2 X 6 EXTERIOR WALLS WALL SHEATHING CONNECTIONS FOR WIND LOADS - EXPOSURE B FOR UP TO GYPSUM WALL BOARD INTERIOR WALLS AND PARTITIONS H/180 CEILINGS..................................R-30 .....,R-19 FLOORS L/360 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 10' WALL HEIGHTS 8d 10d (SEE TABLE 3.11) 130 CEILINGS WITH BRITTLE FINISHES( INCLUDING PLASTER AND L/360 DOORS W/LESSTHAN 50% GLAZING...U=.40 STRUCTURAL PANELS 5/8" CDX PLYWOOD SPEED MPH. STUCCO) DOORS W/GREATER THAN 50% GLAZING...U=,35 GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE / 10' FIELD REQUIRED NUMBER OF 16d 2 - 8d 2 - 10d PER SUPPORT COMMON NAILS OR 40d BOX ALL OTHERS STRUCTURAL MEMBERS L/240 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" FRAMING SPACING ROOF SPAN (FT.) NAILS PER STUD TO PLATE DIAGONAL BOARD SHEATHING 1"X10" OR WIDER FLOOR SHEATHING 3 - 8d 3 - 10d PER SUPPORT CONNECTION EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 16" 16 2 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 y STRUCTURAL PANELS 3/4" CDX PLYWOOD 1" OR LESS 8d 10d 6" EDGE / 12" FIELD EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD .. (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES L/120 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - Bd 2 - 10d PER SUPPORT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT (2) TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE - PERMITTED TO BE MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 8 FEET y OF CORNERS (1) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING SPACED 6" O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED TYPICAL PLYWOOD PANEL WINDOW AND 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITY, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B MINIMUM UNIFORM DISTRIBUTED LIVE LOADS DOOR PROTECTION FOR WOOD FRAMED DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN LOAD PATH. (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE 2015 CONSTRUCTION DETAIL @ ALL GLAZED OPENINGS (2) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED USE LIVE LOAD • PLYWOOD TO BE CDX GRADE AND�"THICK TO BE REDUCED TO 1 - 16d NAIL PER FOOT. UNINHABITABLE ATTICS WITHOUT STORAGE (b) 10 psf • FASTEN WI 2�"SCREWS @ 8"O.C. (3) CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ALL QUANTITIES ARE BASED ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. UNINHABITABLE ATTICS WITH LIMITED STORAGE (b,g) 20 psf HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psfREp ARC CONSTRUCTION NOTES BALCONIES (EXTERIOR) AND DECKS (e) 40 psf �5�� JOHN h'��t� G I A N NA R I S RESIDENCE FIRE ESCAPES 40 psf � QJ oy �� GUARDRAILS AND HAND RAILS (d) 200 (h) psf / 780 GOLD SPUR DR. CUTCHOGUE, NY GUARDRAILS IN-FILL COMPONENTS (f) 50 (h) psf PROPOSED ADDITION & ATTACHED POLE BARN PASSENGER VEHICLE GARAGES (a) 50 (a) psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf �-9T p�gOTA yO� POINTS EAST SCALE: ' = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR NOTES SLEEPING ROOMS 30 psf OF NES P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY 631.653-0300 ptseast@aol.com DEC. 27, 2016 STAIRS 40 (c) psf PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY NAILING & STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS WALL STUD WALL STUD WALL STUD (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW EDITIONS) BOTTOM BOTTOM PLATE CONTINIOUS LATERAL BRACING PL� JOIST FLOOR JOIST STEEL STRAP LAPPED .MANUAL) 3/4" 3/4" PLYWOOD UNDER SILL PLATE, 6" O.C. RQ[IrHPLYWOOD �SUBFLOOR HETA40 BY SST. _ ci tori nnp FASTEN WITH 8-1 ODXI ROUGH NOTATION A B C D E F 1/2" NAILS. ANCHOR BOLT ANCHOR BOLT OPENING / _ /—SILL PLATE / 10-8d NAILS 2'-0" 2 (1) 2x4 1 1 1 1 4'-0" 4 (1) 2x4 2 2 2 2 --SILL PLATE �I---SILL PLATE � —ANCHOR BOLT H7 6'-0" 6 (2) 2x4 OR (1) 2x8 3 3 3 3 STEEL STRAP \\—STEEL STRAP LAPPED / H7 8 (2) 2x4 OR (1) 2x8 3 3 3 3 EMEDDED INTO UNDER SILL PLATE, H7 CONCRETE, HETA40 HETA40 BY SST. 10'-0" 10 (2) 2x6 4 4 4 4 BY SST. FASTEN FASTEN WITH 8-10DX1 12'-0" 12 (2) 2x6 5 5 5 5 WITH 8-10DX1 1/2" 1/2" NAILS. �—GABLE END NAILS. 5d COOLERS NAILS NOTATIONS ® 10" O.C. � RAFTER TO STUD A NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS 2 X 4 BLOCK NAILED USE MODEL H7 BY G ) TO EACH BRACE W/ 'SIMPSON" (B) NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS 4-10d NAILS / 4-8d NAILS TO RAFTERS— (B) NAILS TO STUDS 1/2" GYPSUM BOARD 2-8d NAILS TO PLATES QC) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 3.2.2.3 WALL ASSEMBLY TO FOUNDATION 20 GAGE STEEL 5d COOLERS NAILS STRAP / ALL STRAPPING AT 16" FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ® 7" O.C. / O.C. (D) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT KING STUD TO END OF ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.2 OR TABLE 3.3B (SEE DETAILS 3.11A—E). WHEN 10-8d NAILS (HEADER AT EACH SIDE TABLE 3.3B IS USED, A MINIMUM OF 1-1/4"x20 GAGE STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE WITH TABLE 3.313. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE ENOWALL STUDS (E) NUMBER OF JACK STUDS AT EACH END OF HEADER (ASSUME DOUBLE FOUNDATIONS AND SLABS ON GRADE, 15" IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE (HEADERS) PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.38 (SEE DETAIL 3.3A—C). WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3" SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND (F) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT JACK STUD TO END OF ANCHOR BOLT SPACING SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.213. STEEL STRAPS SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) EMBEDDED IN OR IN CONTACT WITH SLAB ON GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GALVANIZED STEEL COATED WITH A MINIMUM OF 1.8 oz. OF ZINC PER SQUARE FOOT OF STEEL. 2 BRACING AT GABLE END WALL RAFTER T O TOP PLAT E 3 TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL SILL TO FOUNDATION DETAILS CONNECTIONS FOR WIND LOADS- EXPOSURE B 1 MPH. 120 REQUIRED NUMBER OF 16d FRAMING SPACING ROOF SPAN (FT.) COMMON NAILS OR 40d BOX NAILS PER STUD TO PLATE CONNECTION 16" 16 2 ATTIC ANCHOR BOLTS AND WASHERS AS (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 REQUIRED—EMBEDD 7" IN POURED (2) TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE RIDGE—PLATFORM FRAMING ONLY CONCRETE AND 15" IN CMU PERMITTED TO BE MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 8 FEET ANCHOR BOLTS AND OF CORNERS WASHERS AS CS20 REQUIRED—SEE / (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B CHART ON ST-2 `—ACQ TREATED LTP4 SILL PLATE SECOND FLOOR FOU WALL TION STUD TO STUD USE MODEL CS20 BY "SIMPSOiv" 3-8d NAILS ® EACH END OF STRAP BLOCKING 2 BAYS / BAND JOIST TO TOP PLATE USE MODEL LTP4 BY "SIMPSON- BACK ® 4'-0" O.C. ALL STRAPPING AT 16" O.C. D�.• \� A A FIRST FLOOR Lw B ANCHORING TO FOUNDATION 7 STUD TO STUD E BLOCKING 2 BAYS BACK ® 4'-0" O.C. F 5 BLOCKING AT END WALL f-1/2" SPACING "SIMPSON" HDQ8 CORNER STUD OR PHD6 `2-16d COMMON NAILS 7/8" DIA. THREADED ROD ` AT 6" O.C. FOR FULL EMBEDDED 12-1/2" INTO / LENGTH OF STUD CONCRETE W/ "SIMPSON" ° ° ET (HIGH STRENGTH E Y d ADHESIVE) \ ° CS20 CS20 COIL STRAP AT ° ° EVERY ROOF RAFTER STRAPPING AT HEADERS ROOF RAFTER PROVIDE SOLID (SEE ROOF PLAN) BLOCKING AT'j CS20 ENDWALL ,4 4 / SECURE COLLOR TIE TO R.R. WITH 1/2" STUD TO BAND JOIST LTP THU—BOLTS WITH NUT AND USE MODEL CS20 BY "SIMPSON" RIDGE SEE WOSHERS (2 MIN. EACH 3-10d NAILS ® EACH END OF STRAP LTP4 FRAMING PLANS JOIST)I BAND JOIST TO CCA SILL PLATE /—RIDGE SEE O , USE MODEL LTP4 BY ALL STRAPPING AT 16" O.C. urv" / FRAMING PLANS O TOP PLATES TO STUD ' USE MODEL SP6 (FOR 2 X 6 , —SIMPSON SKEWABLE 'U' STUD WALL) BY "SIMPSON" /, HANGER LSSU COIL STRAPS MAY BE 6-10d NAILS TO STUDS HANGER SIZE TO MATCH USED OVER SHEATHING. �SP6 DEPTH OF LUMBER USE MODEL SP4 (FOR 2 X 4 STUD WALL) BY -SIMPSON- 6-10d NAILS TO STUDS TOP PLATE TO STUD HIP RAFTER DETAILS COIL STRAP & COLLAR TIE$ ORNER HOLD-DOWN BAND JOIST TO SILL PLATE g 9 10 12 ARc FASTENING DETAILS �.5 pWN q hij� CONSTRUCTION NOTES � Q�J oy GIANNARIS RESIDENCE NCE * 780 GOLD SPUR DR. CUTCHOGUE, NY so71% PROPOSED ADDITION & ATTACHED POLE BARN NE POINTS EAST SCALE: 4" = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR NOTES P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DEC. 27,2016 631.653-0300 ptseast@aol.com PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY RIDGE 12 61 : . . . :::::::1:2..... . � .3 12 � 6 TOP OF WALL EXISTING EXISTING EXISTING F1 CV PRO ED o ADD 1 N 0 3068 GRADE GRADE 2,_411 ARE II I II I I 12 II /REa I I ; . . . . . . . . . . . 77:. . .. . . .. . . .. . . .. . : J L- J STA EXIS N PROPOSED POLE BARN � s�Al I I . . . .. . . . .. . ... ... . . .. . . .. . . .. . . .. . . .. . . . . . . . ' . . . .. . . .. . . .. ;. .. . . . .. . . .. . . .. . (PLAN BY OTHERS) = I-- - - - -�J- J � - - - - - -- L- - - - - - - - - - - - N01"'"" TH ELEVATIO 'N' 12 6 � PROPOSED POLE BARN EXISTING 1011L LLJ Lji � L111 O O ... . . .. . . .. . . .. . . .. .... . . .. . . .. . . .. . . .. . . .. . . .. EXISTING EXISTING L- J L,.J J —I : .. . . . . . . .. . . .. . : I i .. . . .. . . .. . . .. : . ..:.. .... . .. . . . . . . . .:. . : . : . . . .. . . .. . . .. . . . . . . . . . . .. . . . .. . ... ... . . . . . . . . . . .. . ... . . . . I _ - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - -� . . . . . . . .. . . .. . . .. . . .. . ... . . .. .. .. . . . . . . .. . . .. . . .. . . .. . ED qR y NORTH AND SOUTH ELEVATION SOUTH ELEVATION QP JOH0 N � GIANNARIS RESIDENCE � 780 GOLD SPUR DR. CUTCHOGUE, NY PROPOSED ADDITION & ATTACHED POLE BARN '9 02 7+� yOQ` POINTS EAST SCALE: 4" = 1'-0" OF N REAL PROPERTY SERVICES DRAWN BY: DLR 1 P.O.BOX 794.33 MONTAUK HYW.QUOGUE,NY 631.653-0300 ptseasgaol.com DEC. 27, 2016 PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY RIDGE — - — — — —� c')Id- F F7 F7 T TOP PLATE EXISTING F ASH @ BARN WALL-ROOF INTE E.P.D.M.ROOFING 1/8" PITCH P.F. SIDING TO MATCH ENTED SOFFIT EXISTING O MATCH L0PROPOSED ATTACHED EXISTING PROPOSED \,—SIDING' MATC T y POLE BARN BY OTHERS BEYONDN 28/68 o r • T TOP OF XTERIOR 151-2" 1-3" EXISTING FOUNDATION WALL TOP OF INTERIOR FOUNDATION WALL ny Oil it P.C.SLAB — --~--- — - -- -- - - -- - - -- - - ^— � . � • ;� _= 3RISERS GRADE .:.,y'4.mow Y.Mi•F'.*L,h�,!p:.Y.Y '•'•�!. AF- r4...*.,'rr.w•4eS �i i a1h�tW"�'w.'•; P.C. CRAWL GRADE �;,.t.•,.• titiw•YF of�.• w.4e.�4ey;r:.•i,.• " ,4� - v, STAIRS AREA ^T! £w�I,' ~J'Yy�„.`�`^VS F.�,jJM•'Y'1':�•t?4.it, •'i. TOP OF x t„• ,.• s ..4v�.. �`r., :ti•:« r•; ) OPEN TO EXISTING FORWARD 1 1. r•.i hMr :; BASEMENT WALL PACKED° ;• t '> ti;S,^-44.y,``,.'',.:�'.=`f..:.'rf•�r3'SAND �`''4''.-.n_-,. '�< , BEYOND WEST ELEVATION .,. dry: +,.tiai�.:;.`C?r.,r�;a-�%4', �i:�`xy..:•CK�'::rt,�:.. 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TO MATCH • T Lo PROPOSED ADDITION T T EXI I qG ADDITION BEYOND Q Q Q 0 EXISTING R19 GRADE A' 3. 121-411 RADE ... 41'-111 4 - - '-6" 7' —I� 12' ' 15'-3211 1 •EXIS N � -STAIRS/ I I • • . .. . ... • . •. . . .. . . .. . .. . ... . . . • . . .. . • .. ....,. .... .. . . . . . . FORMED . � P.C. STEPS LdI ADDITION SECTION ADDITION SECTION TUNNEL AND STAIRWELL DETAIL ED ARC, _ FLOOR AND DECK FRAME DETAIL HN Ct7Hr ,� GIANNARIS RESIDENCE aP P 780 GOLD SPUR DR. CUTCHOGUE, NY PROPOSED ADDITION & ATTACHED POLE BARN ?907 y0Q` POINTS EAST SCALE: 4” = 1'-0" OF NEIN REAL PROPERTY SERVICES DRAWN BY: DLR 2 P.O.BOX 794.33 MONTAUK HYW.QUOGUE,NY DEC. 27 2016 631.653-0300 ptseast@aol.com s PAUL J. CLINTON ARCHITECT, P 27 SHERWOOD RD. HAMPTON BAYS, NY -26'— — — BUILDING -/- 12Ax)— POST � OU LINE �� T -6 —� E POST GRADE PLACEMENT PEA — P CKED D TAIL GRAVEL IL P � I ED IIII 2 X 6 ACQ T2 I ND POUR II 111 Il>I LEETS 4" H P C. — 1 1 1 L.B. 12"DEEP X 1 " I I I 1=1 1 1 6" P.C. SLAB PWIDE RECAST :--I PRECAST �-1 I II I II II II Z Z FOOTING 1111111 1111=1 1-1 1-1 � J 5IM_ TYPICAL POST 03 m o� _ I'L��E�lI� DETAIL 6" PCSLAB 3500 Si Pwl6'x '6 #10/10wwm P /r 9" T C q W H I I I I I m0 — ..............PITCH CHANGE Hl GH POINT..........................................��. PROPOSED I I I 4" STEP I BLOCK PATIO ON GRADE c) RAISED 5' RAISED I I I a � P.0 SLAB _ �� 0" I I � � 4' I FRAMED WALL I I „ I I _ ADDED FOUNDATION WALL X 6 ( 16 C P IW— I I r 00 T c/) I I °° EXISTING FOUNDATION WALL C° I o III I EXISTING C U EXISTING BILCO: r v H P I I ENTRY TO BE C,REMOVED r CI DECK HGT. 2'- 0" 6" P.C. SLAB H I 4 cm CHANGE — — — — — — X25'-9' — — : — DRYWELL VsAB '-�— ;—P.C. SLAB DRA d' / DROP WALL 8" - - - - --Q - - - - -.=r :- - - - r - . . .. . . .. . . .. . . .. . . .. . . . to — '-10" I 12' I T �?: x X / . / cfl EXISTING DOOR 00 2'-6" . 7' 4" F.C.SLAB N X EXISTING OPENING I / $ `�I N � "' BASEMENT / GARAGE DOOR OPENING I 22 - / of 26' I / EXISTING P.C. SLAB ; ; 07 EXISTING I / i I / FIRST FLOOR / I I / I EXISTING I / STRUCTURE I / � I T I / D I c, co / I I y 30HN C(7N /rC� FOUNDATION PLAN I ❑ I I °y — I \ 02,9074 OF N oQ- / I I I � O GIANNARIS RESIDENCE - - - - - - - - -1- - - - - - - - - �\ 780 GOLD SPUR DR. CUTCHOGUE, NY // \ PROPOSED ADDITION & ATTACHED POLE BARN \ POINTS EAST SCALE: 4" = 1'-0" \ REAL PROPERTY SERVICES DRAWN BY: DLR 3 P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY DEC. 27,2016 ❑ ❑ sPAUL J.31.653-0300 aCLINTON ARCHITECT, PC 4_ 27 SHERWOOD RD. HAMPTON BAYS, NY EDPM ROOFING 2 X 10 D.F. @16" O.Ci 4"CDX PLY FACSIA AND SOFFITS TO MATCH EXISTING' VR-30 TYPICAL 6"WALE--- CONSTRUCTION R-19 30LB. FELT OVER 2"CDX SIDING TO MATCH EXISTING SIMPSON LSTA CORNER STRAPPING 2 X 6 ACQ PLATE " DX PLY GLUED SILL SEAL COPPER TERMITE SHIEL : '-;; ALL SHEATHING TO BE (1)#5 REBAR PAVERS NAII ED TO PLATE GRADE SIMPSON STI22TIE-D N (2)#4 REBAR IN ALL FOOTINGS TYPICAL KEYWAY 1=1 I 1—I I— _—_—_—_ I—I I=1II-UNDISTURBED SOIL = C. 3000PSI FOOTINGS 1=111=1 —— =1I1=11 ND FOUNDATION =1111�IIIIIII- I11 1I�IIIII�IIIITIIII�IIIIIT X 6 D.J. III=1 11=1_I—I I—I_I I—I I I —11=1 1=I_I -i 1 16" O.C. ADDITION FRAME AND FOUNDATION DETAIL PROPOSED $'-92 PAVERS BARN Y U ADDITION 3 RISERS CASCADING STEPS w EXISTING 0 T o w STRUCTURE ANDE SEN 6068 S I ER C/)EXISTING _PROPOSED DECK 0 HOUSE CL FLOATING PVC WALL ADDITION O DECKING FL H OOFING M RIAGE WALL ii) d PROPOSED ON STRIN ERS 12' P W L CREASE o ADDITION d CL EDPM ROOF OVER EXIS G 0 BAR - — 4"CDX PLY GL ED FRAME 4-10 r ( 105 S.F. �? _ ANDERSEN 6068 SLIDER 1/2" PITCH o o ap — 2 X 6 ACQ PLATE 2 X 6 DJ 16" x SILL SEACOPPER TERMITE SHIEL _ 3 RI E S CD a a 0o x @FOYER NTRY EXISTING • N '6„ EXISTING STRUCTURE • EXISTI G x 13'-10" STRUCTURE PROPOSED BASEM NT EXISTING 3 ADDITIONLy WINDOW TO BE REMOVED STRUCTURE ESTIMIG SRUCTURE FLOOR/ROOF OVER FUOR PLAN/ DECK PLAN BASEMENT ADDITION �1 FtED ARC,, 10 ct QP 2 i 02907 yO SOF NE`N FLOOR PLAN DECK PLAN DETAIL GIANNARIS RESIDENCE 780 GOLD SPUR DR. CUTCHOGUE, NY PROPOSED ADDITION & ATTACHED POLE BARN POINTS EAST SCALE: 4" = 1'-0" REAL PROPERTY SERVICES DRAWN BY: DLR 4 P.O.BOX 794-33 MONTAUK HYW.QUOGUE,NY 631.653-0300 ptseast@aol.eom DEC. 27,2016 PAUL J. CLINTON ARCHITECT, PC 27 SHERWOOD RD. HAMPTON BAYS, NY