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36674-Z
Town of Southold Annex 11/27/2013 IN P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36624 Date: 11/27/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 37442 CR 48, Peconic, SCTM 473889 Sec/Block/Lot: 69.4-10.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 8/23/2011 pursuant to which Building Permit No. 36674 dated 9/8/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porch as applied for. The certificate is issued to Romeo, Steven (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0030 11/25/13 ELECTRICAL CERTIFICATE NO. 36674 6/27/13 PLUMBERS CERTIFICATION DATED 11/26/13 P onic Plumbing & Heat. AyP g ed rgnatu 4 TOWN OF SOUTHOLD Z BUILDING DEPARTMENT TOWN CLERK'S OFFICE 3 SOUTHOLD, NY f 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 36674 Date: 9/8/2011 Permission is hereby granted to: Romeo, Steven PO BOX 155 Southold, NY 11971 To: construct a new one story, single family dwelling with covered front porch as applied for At premises located at: 37442 CR 48, Peconic SCTM # 473889 Sec/Block/Lot # 69.-4-10.3 Pursuant to application dated 8/23/2011 and approved by the Building Inspector. To expire on 3/9/2013. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,792.80 CO - NEW DWELLING $50.00 Total: $1,842.80 Building Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I % lead. . 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . 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 1 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. - New Construction: V Old or Pre-existing Building: n (check one) Location of Property: ? 7 GAS/ CR 2/ Ff P2 e exzG House No. QStreet Hamlet Owner or Owners of Property: ?e'n 1 lqm p_~ Suffolk County Tax Map No 1000, Section t?o 9 Block Lot ~D Subdivision Filed Map. Lot: Permit No. 3 6G 7N Date of Permit. Applicant:- A/ _ A wYe_d Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ? (check one) Fee Submitted: $ 3-D - '/X y Appli nt S" ture ho~apF SOUjyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax(631)765-9502 P.O. Box 1179 Q roger. richert(a)-town. southoId.nY.us Southold, NY 11971-0959 ~~'~OOUNTr,~~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Steve Romeo Address: 37442 County Rd 48 City: Peconic St: NY Zip: 11958 Building Permit 36674 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Elec License No: 4723-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat 1-oil Duplec Recpt 37 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 14 Smoke Detectors 5 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks 1 Disconnect 200a Switches 37 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-combination smoke/co detector, 1-paddle fan 16ft of lighting track, 8-ARC fault circuit breakers Notes: Inspector Signature: ~sqy Date: June 27 2012 81-Cert Electrical Compliance Form.xls 00 'Z Town Hall, 53095 Main Road p • Fax (631) 765-9502 P.O. Box 1179 Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: I( Building Permit No. Owner: 7~&4 Ram e0 n (please prii(nt) Plumber: 17e0~4 ~ `L J~a cry -Ti) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VKXL,LM Nppry Strrpraf NW York Q~ieOB t- - ^ (Pl ers Signature) Sworn to before me this 7 day of A100 201 Notary Public, U~~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION L ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: :2 DATE I ,~~,oF $Wiry~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOIJ~IBATION 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: - 2,0 DATE © ll INSPECTOR o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUND TION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:f DATE ' f2- INSPECTOR L74 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 l°2 INSPECTOR O~q,~F SOf/ry_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ l K INSULATION ~ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE INSPECTOR ~o~~,OF SW/Ty_ O TOWN OF SOUTHOLD BUILDING DEPT. n 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 27 1 v INSPECTOR 3 & o~pOF SOOTy~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ /RO 04 PLEl G. FOUNDATION 2ND LATION FRAMING / STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR] 7L .g TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN TION ( ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)) y [ ] ELECTRICAL (FINAL) REMARKS: 5 Cam-- . DAT© 3 INSPECTOR J FDELD 7fT N REPORT DATE COMMENTS c' ro /X- 15/44 FOUNDATION (1ST) V a FOUNDATION (2ND) z C4 ROUGH FRAMING & o1 _ - y PLUMBING INSULATION PER N. Y.~ H STATE ENERGY CODE ia_ b 3 FINAL ADDITIONAL COMMENTS 4,5 0 2 l z l _ DlL -8 f ~ O W z s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL -Board of Health 5,- S e SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval IV FAX: (631) 765-9502 urv'e SoutholdTown.NorthFork.net PERMIT NO. _36L N , Chet 2bo. . Septic N.Y.S.D.E.C. A(i(j Trustees NA /?I{l[ff Flood Permit Examined "I/ . 20 Single & Separate l / - Storm-Water Assessment Form Contact: p Approved- 201E Mail to: 8-k Ve., ICpm eo Disapproved a/c q Phone: 1031 P58 30? Expiration 20_Z3 I~A a 19 Building Inspector AUAU 2 3 7011 PPLICATION FOR BUILDING PERMIT r Date V 1 15 201! BL _ DEPT. INSTRUCTIONS WN OF SO'UTH0 a. This application MUST be completely tilled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housni de, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 LL) oef, Name of owner of premises;T(y G~No Mix r,-0o Mo (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: 3 Z~142 oNVA114 kd ery~rC_ House Number Street Hamlet County Tax Map No. 1000 Section 69 Block L( Lot 11 03 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 VO d)_Y4Eape4 b. Intended use and occupancy S t 04 le -~a ?Lt t w/ cl vi e (YJ4 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) _ 4. Estimated Cost ~7~ 0~~• Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front i . Relr' Depth Height Number of Stories' 8. Dimensions of entire new construction: Front 60,3 Rear ep l -Height Number of Stories o2 J 9. Size of lot: Front yR`J • Ll Rear LAGO (o Depth Ia'S 10. Date of Purchase o100q Name of Former Owner NA M W Rb M Gd 11. Zone or use district in which premises are situated A G 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premiseg-kya 4ML0 Address Phone No. Name of Architect 1' Address Phone No -,Name of Contractor -AMP lSl t7i 1 Q (L_ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) rf SS: COUNTY OF' )yk )Wt) y~m6U being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the b \p (\eV- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be ore me this day i( 20_ VICIQ TOTN oteri Public. of NowYbtk Notary Public puaN& inSuBolkC9ourg Signature of Applicant Commission lxpires July 28, a_ ~ ~ ( Sly . Li C of, S Towa Hall Annex 54375 Main Road Telephone (631) 765.1802 P.O. Box 1179 Q mer.richertdoA )07Tu 96 nV us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: I- Z p - 1 r Company Name: -l r Name: lN~l~ I. License No.: St Z t' Address: a 31 rj S'v.~ r t ~t I T-71 Phone No.: (03 I - 7 ie f - Z Ir(. y JOBSITE INFORMATION: (*Indicates required information) *Name: 5-4r-v" iQ o N ` o *Address: 3'7 ~jj 2 POv .-h. A Q *Cross Street: ~Gr ~y P~~ 4 *Phone No.: fti / Permit No.: 3 G 7 Tax Map District: 1000 Section:.. _ Block: Lot: (3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) W l Yi C n -f (Please Circle All That Apply) *Is. job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: ES NO Temp Information (If nee d) *Service Size: 1 ha 3Phase 100 150 200 300 350 400 Other *New Service: Re-conne Unde rou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form I Z l 64 °I& Town of Southold ® Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM g&0_ PROPERTY LOCATgN: S.GTAQ4t. ~j THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A E I oTt CERTIFIER BY A DESIB PRO ANN BROSI O N P SCOPE OF WORK - PROPOSED CONSTRUCTION rM& # / WORK ASSESSMENT Yea No a. What Is the Taal Am of the Project Parcels? - - I (Include Total Area crag Parceb located within WIN Oft Project Rot* AN 8brm•Water Rut-OR ON Scope of Work for Proposed QNWR dfon) at_ t Generated by a Two (2') Inch Rainfall on Site? • ' ` ? b. Wirt Is the Total Nee of Lard (SY Maas) IT~Ibm wB kwklft alI m"ff creeled by eita Clearing V dea t9 and/or construction adNilin as wag as all andfor Grouts Dishirbehce for the proposed Site improvements and the permanent creation of CwAk c0m a~ h vwAous mvkm.) (SF. fAlaas) 2 Does the Site Plan arld/ar PROVIDE BRW FROJECr DESCRIMON (PreMeAdari Pasr~Nra0 Drainage Structures I~~ Itt Location? Kim -$hall include all Proposed Grade Changes and G t, n S 1 h> l o o n 0 n .t~J ~l DUS2 gIOP" Control &ffWe WOW Flow• M 3 Does the See Plan a Kft Survey describe the erosion \IJ 0 U 0.`r-~C' S ! acrd sediment contra practices that will be used to control site eroskNn and storm water discharges. This item must be maintained thrargtqu the Entire Construction Period. 4 Wig this Projed Require any Lard Figkg Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards - Of Material within any Parcel? 5 Will this Application Require Land Disturbing Adholdes Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet aGround Surface? LZ_j S Is Mere a Natural Water Course Runr fng through the Site? Is this Project within the Trustees Jurisdiction Submisl DEC SWPPP Rs mp*vd For or within one Hundred (1 W) tea of a Weiland or uMn6aM of d of cne (1) SwPPP or Is rap mnra _n for W Combrmiar agWia 0 cool Beach? am pert *f a a lager aarargn plan that that we uafnaulti rgtey dh iv dh whab we of dnc or k mssore rasa or alas Will there be site e on Oren con e Tarp; Bret 7 preparation on Existing Grade Slopes Incka Q Canbuctlun W *A- tw01An0 sal atshewnre0 of leas Oren one (1) acre where which Exceed Fifteen (15) feet of Vortical Rise to the DEC has de0emtied Nor a SPDES pemA IS required for storm waterdisdreges. One Hundred (1001) of Horizontal Olsten Ri - _ ~ qtr's Shall meet atht r tainrom a raquuameas arts spDES tiansral PennR 8 "Driveways, 1. alrew Parking Areas or other Impervbus vfthar Dll be RWaaad from or ho the he Su Wavily. Perrat No. GP440401.1 Surfaxes he Sloped to area Sorrmher Ira Run-Oft bl 101 MPID Prior la n. ache NOI. Tm iJq awAw SInto d1mc"On urand/or In theedto it asTown right-Ofw'ay? E] - sunAWbefetlepaNrentpriorbtinemnnawneaa..b.o. _ 2- The ta ckpoMPPP d Nsldaslaros Maater nand saatma ward PrxJReaeWray. andwhm 9 Will this Project Require the Placement ofMQWK conmcledlomr6umon abrnrwatx rena0errerO pmdkas thot w#w usWrft Removal Of V099W ador the.COnstrualon of rn11 eh tine P raOnOa in exam water dire, InWi amp b aawa Item Within the Town Rl9ht-oFWay, or Road 3 Neatly nm a wM Mabmn sources of rots OOnalbns nOf this ary pumRbaddllbn, ma swPPPawI /4ae?mOS r.aonmkq.aaay,~a guallyaala n of any lyokan oerupokalm gm .wnOdr nary reasonably be expedad b reed tw arwaasy A1,14 a. AN awPPPs Pa amt am gft the as, pas NOTE: If Ar-6. Qupegp.oils W."iiNbabAnsaarW.Nh.gwdx Alrk rapse ualnedalon Des4n af P larrr wabr manpwrwrt baBox cored er. amasuetlar eaa dtm.wnu M bar ssaari.alArnin luxaviedge in the 3 ~r+r+ shall be ~ t> d by a premed xotes.wnel Lkmsed In New Practice York .slam want , W+dlna avabwe a 6oenen C-" pl- a Mwaad brae T. of ~n prMipbe and Praabasd Marra .Vjau MampwnenL SwMOIdaM Muslbe tkbnxlWnor Ravi" Prbra- bwrresaAry ealift par, afOlE AfLwk Wax(.f)aratar MaawbrarAQuapbrbnbpaed litre Carabls Approabn) ' STATE OFNEWYORK, C ~~0\k COUNTY OF Y .u........ SS 17tat I, c\! g.ya. Vas Q 0 j oltiEiriduer y g leirgduly rn, deposes and says that he(she is the applicant for Permit, And that he/she is the .....f2lA f )QyL''..._... (owmr,ConeacbnXPaGi;;;alaolNsr. Owner and/or representative of the Owner or Owners, and is duly authorize d 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 herewith. Sworn to before me this ...........d of......_F f.VI~JhJ ,20...1 Notary Public: ._~SIS~ ~f................................... (signaeaa of Appfora) FORM - 06/10 Notary Public Suteof 16d( Na O1 /0619 Qualified in Suffolk Court Commission Expires July 28, 2Q1Y toeft,c, r, ple"(~Ow1G z JI/I SO~lyolo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 i~ 00U BUILDING DEPARTMENT TOWN OF SOUTHOLD October 30, 2013 Steven Romeo PO Box 155 Southold, New York 11971 2 n 1 RE: 374 C.R. 48, Peco is N ins n ate 2, atio o 'nsul ion r arc ' ore e e qu TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 36674-Z New Dwelling Steven Schaefer Associates, Inc. Consulting Structural Engineers SEP 19 2011 BLDG. DEPT. Memorandum Town of s P()1 1) Project No: 1109.30 Date: September 12, 2011 ? Meeting Notes ® Analysis Summary Subject: Romeo Residence SIPS ? To: Dick Romeo cc: cc: - - Distribute By: ® Email From: Thomas Moore / Michael Ciprian - - - - - - - We have analyzed the SIP roof panels and wall panels for the Romeo Residence for compliance with the New York Building Code. This analysis included the necessary resistance to lateral forces and uplift forces due to wind. The wind design criteria used for our analysis was 120 MPH, Exposure C. The SIP Screws holding the roof panels down to the wall panels are indicated to be spaced @ 8"oc, rather than the typical 12"oc. This was required to resist wind uplift and to transfer horizontal diaphragm forces. The wall panels have also been checked for the ability to act as shear walls to transfer all of the horizontal forces down to the floor system. In addition to the information on the SIP drawings, tie-down straps should be installed at the base of the wall panels to resist overturning. The ideal strap to be used for this application would be a Simpson MSTA24Z at each exterior corner and at each inset corner. These straps should be nailed to studs within the SIP panels and to the rim board. Similar tie-down straps should be installed from the rim board down to the foundation walls, but these are the responsibility of others. Simpson makes products that would be suitable for this application as well. SSA is not responsible for the design of the entire structure. Our analysis has been of the SIP panels only. IT IS A VIOLATION OF LAW FOR ANY Please feel free to contact us with any quest or concerns. PERSON, UNLESS THEYARE tauu+u~ ~OF NE ACTING UNDER THE DIRECTION OF E OF A. A LICENSED PROFESSIONAL q> *y * ENGINEER, TO ALTER AN ITEM IN ANYWAY. IF ALTERED, THE A. ENGINEER SHALL AFFIX TO THE !r 2 ITEM HIS OR HER SEALAND THE 8 ?A N~o10 632A 1~ NOTATION "ALTERED BY" EsstoN t AND DESCRIPTION OFALTERATION. ~z It In+I+Lt~)l~E NOTIFYIMMEDIATELYIF BOVE IS NOTACCORDING TO YOUR UNDERSTANDING. Cincinnati: Columbus: 10411 Medallion Drive Suite 121 815 Grandview Ave Suite 250 Cincinnati, OH 45241 Columbus, OH 43215 Phone 513-542-3300 / 800-542-3302 Phone 614428-4400 Fax 513-542-5540 Fax 614-428-4500 r REScheck Software Version 4.4.1 Compliance Certificate Project Title: Romeo Residence Energy Code: 201 0 New York Energy Conservation rBLDG E Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family TOWN OF SOUTHOLD Glazing Area Percentage: 9% Healing Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Old North Road Nancy Dwyer Design Consulting, Inc. Southold, NY Southold, NY Compliance Passes using UA trade-off Compliance: 30.3% Better Than Code Maximum UA: 396 Your UA: 276 The % MtW m Wale Than Cale intlea rea how does b compliance the hmee is Eased m mtle batlaoR Mss. It DOES NOT pmNtle w esdr e d eneW wt m mat tNaave b a,ninimmemde home. Gross Cavity Cont. Glazing ILIA Assembly Area • • a•• Perimeter • Floor 1: All-Wood JoisVTruss:Over Unconditioned Space 1862 19.0 0.0 88 Wall 1: Structural Insulated Panels 2111 29.0 70 Window 1: Vinyl Frame:Double Pane with Low-E 146 0.320 47 Door 1: Glass 36 0.310 11 Door 2: Solid 42 0.280 12 Ceiling 1: Structural Insulated Panels (SIPs) 1862 40.0 48 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 to comply with the mandatory requirements listed in the REScheck Inspection Checklist. J A?~r~5 Y~E~-~Sh~- 9-I-11 Name -Title S Date Pig's'! w l+ 072bt v 9OFESSTO Project Title: Romeo Residence Report date: 08/31/11 Data filename: C:\Users\nancy\Documents\romeo rescheck.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ? Ceiling 1: Structural Insulated Panels (Sips), R40.0 assembly R-value Comments: Above-Grade Walls: ? Wall 1: Structural Insulated Panels, R-29.0 assembly R-value Comments: Windows: ? Window 1: Vinyl Freme:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: ? Door 1: Glass, U-factor: 0.310 Comments: ? Door 2: Solid, U-factor: 0.280 Comments: Up to 40 sq.ft. of this door is exempt from the U-factor requirement. Floors: ? Floor 1: All-Wood Joisf/fruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. ? Wood-burning fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ? Recessed lights in the building thermal ernekrpe are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or calling covering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where kicise fill insulation exists, a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barter are filled or repaired. (b) Cellinglattic: Air barrier in any dropped cailinglsoffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or spreyedlblown insulation extends behind piping and wiring. Project Tifle: Romeo Residence Report date: 08131111 Data filename: C:\Users\nancy\Documents\romeo rescheck.rck Page 2 of 4 (f) Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Showerltub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: ? Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: O Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing 1.1-factors are clearly marked on the building plans or specifications. Dud Insulation: Ll Supply ducts in atfics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Dud Construction and Testing: El Building framing cavities are not used as supply ducts. O All joints and seams of air ducts, air handlers, fliter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welled and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 fl2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 fY2 pressure differential of 0.1 Inches w.g. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 fr2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ? For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. C] Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are Insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-hest-recovery systems. Project Title: Romeo Residence Report date: 08/31/11 Data filename: C:\Users\nancy\Documents\romeo mscheck.mk Page 3 of 4 Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F. b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant Insulation R-values; window 1.1-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title Romeo Residence Report date: 08/31111 Date filename: C:\Usere\nancy\Documents\romeo rescheck.rck Page 4 of 4 Lir 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 40.00 Wall 29.00 Floor I Foundation 19.00 Ductwork (uncondkioned spaces): Glass & Door Wlndm 0.32 Door 0.28 NA Cooling Heating & Heating System: Cooling System: Water Hester: Name: Date: Comment: SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23 -YOUNGWOOD, PA 15697 - Phone 724-0350465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 100 ° w`gz °z GENERAL NOTES: Fa°o jo M 0 2~ m~ N 1.) Suretight Insulated Panel Corp. is responsible for the design of the SIP framing only. No w 0 o w w responsibility is assumed for the adequacy of the wood truss framing, wood support beams or a = g foundations, designed and furnished by others. o KR ; w ~ p ~ =oW°wa 001 ~d¢~ 2.) Always handle sips with care. Do not lift by top skin. 3.) Provide adequate support for SIPS when storing. Store flat on sleepers (at maximum 8' centers) and covered at least 8" off the ground. Keep all spines & lumber covered & dry. 4.) Structural lumber within SIPS: Hem-Fir #2 or better, kiln dried. All LVL structural headers within o panels are 1.9E EE 5.) Provide 1-1/2" diameter access holes in sill plates to align with electrical wire chases in SIPS. 6.) Hold sill plate 1/2" back from edge of floor system to allow full bearing of SIP OSB skins. 'o > W 7.) Use sealant/adhesive on all wood to wood connections. Use manufacturer provided foam ts~ compatable sealant adhesive on wood to EPS, EPS to EPS and wood to wood connections where ! z 06 00 sealant/adhesive may contact EPS. ° N a=1 t`- Oin to 8.) Provide level & square foundations & floor decks to support SIP walls. Tollerences should be OF NEIp > 1/4" in 40'. 'k &L. 9. Do not cut SIP skins for electrical chases, use facto O~ 9 ry provided chases in SIP EPS cores. 10.) Provide adequate bracing when installing SIPS. Begin installation at a corner and finish at a ' w p panel opening (window or door) with a separate sill & header. W L) 2 J 11.) Remove debris from sill plate area prior to SIPS installation. o w $ 12.) Do not install SIPS directly on concrete. Minimum 1/2" treated plywood capillary break BAH ~ t•`'~~ a % required under SIP skins. ~FESS$ON/tq~~l o 13.) Do not drop SIPS on corners. W 14.) Do not put recessed lighting in SIPS. 15.) Panel Screws: Screws with pancake head by Trufast LLC or equilivent. Do not over tighten ? w panel screw fasteners. Screw heads should be flush with exterior SIPS skins. Wall corners @ 12" ° w centers, Roof to all support members @ 8" centers. i 8 Ur N 16.) Fasten SIP skins to structural members & splines using 8d nails or 1/2" crown staples on 6" w ° 3 centers. 17.) Roof vents are required on SIP panel roofs to allow moisture to migrate out of structure only (do not cut SIP skins to vent). _ DATE: 06/14111 18.) Treat entire building site including foundations & structure for insect/termite infestation prior to PROJECTM 05111 application of finish materials. _ DRAWINGM 100 19.) Always provide mechanical ventilation such as an HRV. or ERV. Consult an HVAC contractor DRAWN B} r cPH for proper sizing of mechanical systems. IT IS A VIOLATION OF LAW FOR ANY REVISED. 06/30/11 20.) Provide proper flashing around all window & door openings, consult window & door PERSON, UNLESS THEY ARE 07/25111 manufacturers recommendations. 100 TITLE PAGE ACTING UNDER THE DIRECTION OF 21.) Hoist SIPS in place by lifting equipment suited to size of panels. Exercise care to prevent 101 FLOOR PLAN A LICENSED PROFESSIONAL damage to SIPS. 102 PANEL WALL PLAN (A) ENGINEER, TO ALTER AN ITEM IN 22.) Protect SIP structure from the elements after installation. 103 PANEL WALL PLAN (B) ANYWAY. IF ALTERED, THE 23.) Consult Suretight's standard construction details for connections not covered this page (www. 104 PANEL WALL PLAN (C) ENGINEER SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE suretight.com) 105 ROOF OVERVIEW NOTATION `ALTERED BY" 106 FRONT & REAR PANEL ROOF PLAN FOLLOWED BY SIGNATURE, DATE, 107 RIGHT & LEFT PANEL ROOF PLAN AND DESCRIPTION OF ALTERATION, m SIPS-036 DETAIL w 0 o_ o- SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23 - YOUNGWOOD, PA 15697 - - 5- e LAW R ANY PROJECT: 05111 POS: CLIENT: BUILD: Tnsh and Steve Romeo PLA ARE 0 A LICENSED PROFESSU1KECT IONALiON OF ~P~ EL a YO p g o ALL EXTERIOR WALL PANELS ARE 6-1/2' NEOPOR to X a , 0 0 ENGINE R, TO ALTER AN ITEM IN 0 N w N 00~00300 ~ FLOOR PLAN 200 LINEAL FEET OF 4-1/2" WHITE EPS PANELS REQUIRED WITH WIRES a m - IFALTERED, THE C a U U < O Z 208 LINEAL FEET OF 4-1/2" X 11-1/4" RIM PANEL REQUIRED ENGINE ER SHALL AFFIX TO THE W o w m a ITEM HIS OR HER SEAL = 0 : AND THE 2 ±0oaap NOTATION -ALTERED 3 60'-4" _ FOLLOVUFn BY__ r o,, 80324 6112" 8'-5 112' 61/2 50'-3" AND DESCRiPTIt>tN OF AL. 9a`ESSIONP~ ~~II wt to 4'-8" 1014" 9'-73/16" 2'-51/8" 9'-411/16" 10'-101/2" 9'_71/2" T-5' _ o - .t.__ r 61/2"~ - 2~,-T E 2=B V d' W (D _ M 4'-8. n K d O N f7 N N N fV fV N R 00 M M N Z 06 00 o ^ 3 1/2" N ( 101-0" L Z E ¢ I m n 2'-5" ca C O 12'-10112" ~ O~ r ! 3 1/2" - 16'-6" a'-s vz" a q Y 5 1/2" / M Cf M t"f M V 77 31/2" l `n 3112" / 5'-6" " ZQ 4'-6 31/2" 3'-9" 4'-111/2" d 8 i 16 N X-0- 3,_0" OPEN TO BELOW ; I/ p 16 w 6 1/2" T 11=K 1 3 1/2" [7-= 5 1/2" Q { J 0 a 3'-3" ~ v i ~ t o fq u 5'-0" m Z 61/2" 5'-111/2" 0 3112" o U F c/) w a s J 1 3 112" ~ a d 10'-10 1/2" 0 60 6'-9 3/4" 3 112" = r = a - Y J x N O IV O ;QLL DATE: 06/14/11 M . 9 -L. 3 112" -O3 I v IPROJE~ CT#05111 L 6112"~ DRAWING#: 101 1 r) x? RELOCATED + cPH a- o s-s" 24'-0" wF ° 3 - 1-3/4"X11-7/8" LVLS REUSED " 6 -9 3/4" ¢ j ( 14.-2" 06/30/11 5'-51/2• 1 -1 q ,2 o~W ( FLUSH WITH CEILING - ww a 07125/11 o, m .n¢ e 11 - : = - 61/2". 0 3'-51/2" 1 3- 1-3/4"X11-7/8" LVLS w tO ^ v w 4=D N 2'-3" 6'-9" 41-19/16" 2'-111/8" 2'-111/8" 2'-111/8" T-7 1/16" 3'-6" 4'-311/16" 2'-11 1/8" 3'-93116 5-07/8" 3'-11/8" 3'-11/8" 5'-07/8" m . 9'-0" 24,_0„ 16'-4" °w 0 o: a a. SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23 -YOUNGWOOD, PA 15697 -Phone 724-635-0465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 102 PANEL WALL PLAN (A) 31/2" A3 o '~3/q• 2 3/4" - 6 1/2" 4'-2 3/16" 4'-2 3/16" 6 1/2" w a F 3 T r 7 a w 0 D FLOOR WALL PANEL u' -pz 1 155 180 LETTER WITHIN I• N O m o p 3 1 / WALL ~..i.- 1 5,3 N o o T M I. D5..1 N - O ~ N 77 ° 5021 rn N m iv 156 _ - - - ALL PANELS ARE 6-1/2" NEOPOR o ° \ M N 83 to-~ 1 179 m m E m m a I A4 D3 i m m O ALL PANELS VIEWED o D1 ~ w to FROM THE INSIDE (~OF NEry YO A, j Of (D ~P 9.f. o ( D2 178 Cl) 00 PERIMETER OF EACH WALL y z 06 m F & OPENINGS TO BE ROUTED Z 5'-51/2" 3'-2" T-101/2" p .2'-21/8" 3" 3-61/8" 3" 2'-2'1/8" 1-1/2" FOR 2X LUMBER 16'-6" 3-,1 13/16" 2 8'-4 3/8" T-1 1 13116" INSTALLATION. OA 8632A GFO - 16'x" -44- Wall 1 90FES 1q,1t S10N N 3" 3" Group: 0 : 64 ~ @ Wall4 PANEL TO PANEL Scale: / Group: 0 1:sa O JOINTS SHALL BE VIA DOUBLE 60'-4" Scale: U 3/4" X 3" SPLINES. UNLESS T-1" T-2' 4'-9- 8 0" 24'-0- - - - 174- 61/z° W -r - - -r z r NOTEDOTHERWISE. c - c _ 161 -rim a s B2 - I B4 Y ro m y ONO i 31 n h _ M DENOTES CEILING ATTACHMENT 160 158 ion 157 TO PANEL WALL SIPS-36 - ! - U) 2 162. { B3 l t B5 66 8 DETAIL ATTACHED 200 LINEAL FEET ' ~ i io O O iM = r u - w = - - - OF 4-1/2" WHITE EPS PANELS -I- -I- t ---I- -#r , - r I j 8 w 4'-61/9" z'-21/8' 3" 2'-21/8" 6'-69/16" 3'-61/8" 4'-915/16" 2'-67/16" 3'-61/8" 6'-9 3 REQUIRED WITH 3/9° z'-z va" 2'-3 15/6' WIRE CHASERS 3" 3 6 1/2" GF 0 DATE: 06/14/11 208 LINEAL FEET f N - Wall2 PROJECT#: 05111 OF 11-1/4" RIM scale 1 64 DRAWwNG#: 102 o D j \ i DRAWN BV: GPH PANEL REQUIRED 4'-425/32"+ 31/2" 2'-61/4" G' 1 G2 N 6 1/2" `O REVISED: 06/30111 4,_0. 61/2"--~-~ 4~ 188 _ ~ M _ 07/25/11 roIv n O ' + 89 i. G3 `I IT IS A VIOLATION OF W FOR AN • - - - - 186 ( Fz 1 1 PERSON, UNLESS TH ARE ao m N m A 187 - o o o ACTING UNDER THE- MRECTION OF -t. 185 A LICENSED PROt=ES IONAL F, a + i 1 I; ENGINEER, TO ALTER AN ITEM IN 0 184 co I, - ANY Y. IF , THE ° i ~I E 4'-6 17/32"+ 2'-8" i ENGINEER SHALL AFD IX TO THE f T-2 17/32"+ 1'-51/8"~2-8 `1/8 a z-a 118" 11 ITEM HIS OR SEAL AND THE t " GF 0 '~J NOTATION %ALTERED IELY- Wall 5 Z4 r 8 GF 0 p 9'-0" 2--0" GF 0 FOLLOWED BY SIGNA RE DATE } Group: 0 Wall 6 - Scale: 164 `O 41 Group: 0 Wall? . , 3" Scale: 1 : 64 11 -0" Group : 0 AND DESCRIPTION OF?LTERATIDN 3" Scale: 1 : 64 a 4 1/2" a SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P,O. BOX 23 - YOUNGWOOD, PA 15697 - Phone 724-635-0465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 103 1'-0 5/16" 1'-0 5116" w 5 z S i PANEL WALL PLAN (B) --1-- 4 o 10.0 N 913/16"5"913/16" M M ~2o.2m3E ~ N ~ ? w Z n i w w FLOOR WALL PANEL c7 17 68 ca ffi o LETTER WITHIN NrT j 2,-0" m z o rc 3 WALL ( / N 1° .-91/2" y_M ° X O X V-51/2" 167 -tt' .-j1 C11 o. m 7 - C14 p ALL PANELS ARE 6-1/2" NEOPOR m _ 176 5'-3 3/4" 170 165 O 10 3!8" EO ALL PANELS VIEWED o C3 n a0 1 w D• V-2 1/z" v I w - 3/8 Y 1 . v p} FROM THE INSIDE 173 C5 Ct0 c N L<° k n F- v1 1 ,o h - 10 ia 1: <v m : 1'-81/2„.. U' r- PERIMETER OF EACH WALL na P-61/2" :;172: ro I ~ pp 4 Z ot3 OO 00 " - L a'o & OPENINGS TO BE ROUTED is 177 c2 cs 16s L 164 to 1-112" FOR 2X LUMBER O 169 c12 I- OdJ INSTALLATION. ct 6-2 112" c13 163 5'-2 1/2" cts a 175 C9 PANEL TO PANEL + - - - - JOINTS SHALL BE VIA DOUBLE 2'-37/8" 6-23/4" 49/16" 8-0" 1'-81116" 2'-7112- 6'-77/8" T-103/4" 3-1 5/8" U 314" X 3" SPLINES. UNLESS _ w NOTED OTHERWISE. 37'-11" z Q " ® ® ® 4k- 4- -u- -4- -4- Wallo a 11 2 , W 3" 3 N 3" 3" 3" 3" Group: 0 W Scale: 1:64 Q e DENOTES CEILING ATTACHMENT w x TO PANEL WALL SIPS-36 -J ° DETAIL ATTACHED OF Nes: z m E A, yp = " ONE JACK, THREE STUDS • F p w CONTINUOUS * W y i N 6 1/2" V-3 1/2" 5'-6" 3'-6" 11'-5 1/2" 2'-9 1/2" 6 1/2" O O d q9 68324 2 DATE 06/14/11 - - - - - - - - - - - - OFfSS10N*~ 4/C1~II PROS JECT#: 05111 12 196 IB 193 I~ 15 17 DRAWwNG# 103 % i v DRAWN BY: GPH 1 so ::192 + IT IS A VIOLATION OF LAW FOR ANY REVISED: 06130/11 d j q ! 1~ PERSON, UNLESS THEYARE 07/25/11 j ^ ! 797 195 ACTING UNDER THE DIRECTION OF " 194 194 194 0 A LICENSED PROFESSIONAL w 13 ENGINEER, TO ALTER AN ITEM IN 22 ANY WAY. IF ALTERED, THE ENGINEER SHALL AFFIX TO THE 5'-51/2" Ia I 19 1 - 4 ITEM HIS OR HER SEALAND THE NOTATION "ALTERED BY" V FT-= GF O ONE JACK, TWO STUDS FOLLOWED BY SIGNATURE, DATE, Group : 0 41/2^ Wall 8 CONTINUOUS iv iv iv <V AND DESCRIPTION OF ALTERATION. - Scale: 164 GF 0 0 t w -6" 3 Group: 0 4 2 1/2" 4 1/2" 6" 6" Scale: 1: 64 a a SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23- YOUNGWOOD, PA 15697 - Phone 7246350465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Tnsh and Steve Romeo PLAN: 104 V-0 5/16" 1'-0 5/16" w 5 i z PANEL WALL PLAN (C) _ ° p p 2~ m~ N 9 13/165" 913/16" SOF NEW 6 a0 ~ 0 % 9 K u a FLOOR WALL PANEL ~~1) 22-05/8'` ~J6 A. OS2 z _ t ..203 ; yam oa- LETTER WITHIN \\L` 201 WALL w m pp N 2 X O X 9 112" - N 8tl O~ ALL PANELS ARE 6-1/2" NEOPOR N 1 51/2" m t ° ~,090~ 832 N?\~? o E 10 r` ALL PANELS VIEWED J7~ N s 1/2 200 v O IT m 199 J8 I 2'-6- w FROM THE INSIDE 1 PERIMETER OF EACH WALL IT ISAVIOLATION OF LAW FOR ANY U & OPENINGS TO BE ROUTED m-" PERSON, UNLESS THEYARE o e6 °L z 12'-2 3/4 / J4 1 ACTING UNDER THE DIRECTION OF J N to 1-1/2" FOR 2X LUMBER - ` A LICENSED PROFESSIONAL Ocn F INSTALLATION. ( /J1 , J2 61/2 ENGINEER, TO ALTER AN ITEM IN 204 2oz o ( ANY WAY. IF ALTERED, THE PANEL TO PANEL ENGINEER SHALL AFFIX TO THE JOINTS SHALL BE VIA DOUBLE i ITEM HIS OR HER SEALAND THE O 3/4" X 3" SPLINES. UNLESS 205 i s NOTATION "ALTERED BY" - - - - - i FOLLOWED BY SIGNATURE, DATE, z NOTED OTHERWISE. 1 n ins" a o" r-s 13ns s 13ns" r-a ins 6%7* AND DESCRIPTION OF ALTERATION. 11 5" 14-10" d 8 o ~ N 26'-3' Wall 10 200 LINEAL FEET Group: 0 Scale: 1 64 OF 4-1/2" WHITE a a 3 EPS PANELS y REQUIRED WITH WIRE CHASERS w d °w o W m° 3N M _ _ ? 0 3 Y- 61/2• - EIGHT REQUIRED DATE: 06/14/11 m v ± I ~ ~ ~ -f-tY \ ONE REQUIRED PROJECT#: 05111 N 510 _ N~~ DRAWING#: 104 00 LO ' - 4 1/2" 4 1/2" DRAWN BY: GPH e c 1-1(2" t+ 1-1(2" -'fi 1 512 REVISED: N 206 T 06/30/11 I K1 ~ I K4 •:-51-1 .J`,.~-=~ 6d S \ IN1 is S IN2 i~ S io 00 5-715/16" 1'-115/16" 2'-2 1/8" 1-1(2" ~ 3" 3" N I" 8,-0" N r 24-0" ~ GFO Wall 11 _ m Group : 0 y a - o Scale: 1 . 64 0 a a IT IS A VIOLATION OF LAW FOR ANY SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23 - YOUNGWOOD. PA 15697 - Phone 724-635-046 NILESS -1 HEY ARE PROJECT: D5111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 105 DIRECTION OF t!L-5 a ROOF OVERVIEW ENGINEER, TO ALTER AN ITEM IN 'w 50 .0a N ANY WAY. IF ALTERED, THE N aO m 3 =w=gzww ENGINEER SHALL AFFIX TO THE w g ITEM HIS OR HER SEALAND THE p ° _ S w ALL ROOF PANELS ARE r-o" 60'-4" NOTATION uALTEREQ BY'_ U p 1 ALL R NEOPOR FOLLOWED r-o^ ° 0 9 ° w SIGNATURE, DATE, ~ o~ . fiERATIOIC _ PITCH 6" IN 12" NOFAL - - - - - - - - - - - - ALL ROOFS ARE PLUMB CUT @ RIDGE AND VALLEYS } 0 OVERHANGS AS NOTED I I J ~ BR1 w cu 1 I ' BR3 ~I BR3 I BR3 -BR3 i BR4 0 O O BR2 DESIGNED TO SIT 1 BR2 BRa PARTIALLY ATOP FR10 FR2 DESIGNED TO SIT M o 0 0 0 0 0 ~ m c~ c'M m M N 'p PARTIALLYATOP LR2 303 ~ m F- Ocn ~FR9 1 I FR10 RR4 DESIGNED TO SIT ATOP LR5 d 312 O RIDGE AND U VALLEY BEAMS ' 301 = 5" X 24" BEVELED LRa W z s POWERBEAM °i - LR3 - 301- - _ Q 0 302 = 2 - 1-3/4" X 11-7/8" ' BEVELED LVLS 311 / _ _ FR3 FR4 F - I FR6 i FR7~ FR8 t U) N 2 303 = 2 - 1-3/4" X 9-1/2" FR2 IT = BEVELED LVLS w a s ILI- i i t - ~ w o 0 ALL VALLEYS DESIGNED ; LR2) [ RR3 320 3 i LR7 1321 m n o 3: - co & REQUIRED t5 co i. TO HAVE 2 - 1-3/4" LVLS LET IN ATE: 06/14111 PROJECTp: 05111 LR1 t t RR2 ~I 529 LR5 DESIGNED TO DRAWINGM 105 io t DRAWN BY OPH HAVE 2 - 1-3/4" LVLS LET 309 319 ' LRS ! + FR1 IN ON THE HOUSE SIDE REVISED: 06/30/11 OF THE ROOF PANEL q 316 RRa r ALL BEAMS SUPPLIED AND C~OF NEIy y' t A. - - - - - y ~1 I/LR5 ' \RR1 j 317 FURNISHED BY OTHERS ~~P ~E? A iA O •-61/2° 29•-11 1/2" 1P-0^ * ~V o ~ o r W l 16'-4" fignA AA~FESS10%4 "1129/1i m 0 w 0 Scale: 1 64 a a SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P,O. BOX 23 -YOUNGWOOD, PA 15687 - Phone 724-635-0465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 106 v 52'-4" o=O w=° FRO T w 3 i F o j j a 8 0" 5,4" 810" $ _0" 8'-0 8'-0» 8'_0" 8._0" A a u w o a o w PNELROOF PLAN o N o W 00 iw¢ ALL PANELS ARE 10-1/4" o NEOPOR E 0 CV v PITCH 6" IN 12" a0 m o m Q \ M M W of : N Q r' M M M M M M ' M 0 > ALL PANELS PLUMB ° / / / BR7 I BR2 BR3 I BR3 BR3 I BR3) i BR3 I BR4 ' Z od 00 CUT @ RIDGE AND VALLEYS - ~J N I N ° y o~ to H Orn OVERHANGS AS NOTED o N Ir~ N ON ROOF OVERVIEW 5`4" I 0 v M N J ~pF NEfyY ~ z ~P( gt A. ~A O,Q a a •y o`t'° w Lu a ¢ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O Q w A W z0 1-1/4" ai 0 A 2~ y~z 1-1/4" F ~OFESSI0~~ 9~ZI~N T - - -I- - - - - - - - - - po N ( p N N ~ N O K M M O M ~ M r C,l M C7 ~ ~ 3 u0i FR5 FR6 FR7 ` FR8 y Q Z - FR2 i FR3I FR4 + ro z Z W O '7 DATE: 06/14111 IPROJECT6: 05111 W J W DRAWIN GM 106 jr V ~ W 0 c W DRAWN BY: GPF 7 M i' -wgzl-x REVISED: 3wornaci„- T C?6636/11 O U. u~ o O 0? p i 20 o a N N I W W W /y Z O: s •L Q VI W /1~ 'f N j i ( - n ! ` N V f. 1 3/4 J J ' `w W to OQ~ J w ww_wO JWa '00JI=~.j ma 1-314" t~ ;2 (OW>-W_O~R ~N M UJI M r i / x .t~ZWZ ZIi-QG M `27 yam' d~~ ~WUOZZC9~F-_3 0 FR1 -aaaw w M ' L 6'-6- 81-0" 6'-8" 8'-0" 81-0" I 81-0" 5'-8„ 8'-0^ SURETIGHT INSULATED PANEL CORP. - 72 EAST HILLIS STREET / P.O. BOX 23 -YOUNGWOOD, PA 15687 - Phone 724635-0465 Fax 724-635-0538 PROJECT: 05111 POS: CLIENT: BUILD: Trish and Steve Romeo PLAN: 107 w 5 w W g 2 p yFWFy p RIGHT L~E~FT =a w = 0 N =a=ww PA vvEL F PLAN OF NE y =w - p p t ow ppd< ALL PANELS y~ptP~~A c O 0oLLZpd_ ARE 10-1/4" t NEOPOR PITCH 6" IN 12" 5'-8 3/4"+ 5 118" ~A 8892 N ALL PANELS PLUMB _ 5 83/4..+ ~~FESSION'~7/a"J11 w 0 I ca CUT RIDGE AND S' a m VALLEYS i (9 U) OVERHANGS AS NOTED RR3 1 ° r z°~~ 7 m -o ON ROOF OVERVIEW i 321 320 m On RR5 DESIGNED TO SIT ON LR5 i ~R7'~ 1-3/4° 1-3/4 / r 1 RR2 ; 529 {per T-5 7/18"+ 0 I: ( c~ o 1 U 2'-8 7116"~2x-~`-- ' ( - - m 14'-8 3/32" 5 1/8" J 1 I 5118" 7 57/16"+ 1 : ~ , W 14'-8 3/32" Q Y-8 7/16 a S LR4~ LR6~ 319 -y~ NR~ r v~ G J v~ W RR4 318 1 to F. 1 - _ m N, - - 1-3/4" 312+ 1-1/2" 1-1/2" RR1 1 317 -1 a rn "v i 311 I 16'-4 25/32" 5 1/8" ~ 0 1 (7 w a x p LR3 l 1 _ 5 1/8" 16'-4 25/32'r 1 „n 6" 1-1/2" o 5 1/8" 5'-0 31/32"+ W w_ 3 Xw 51/8"+ 8'-45/8" 1 6'-, 25/32"+ z a iv 8'4 5/8" 5 118" I• .-.__-_•j M ° 518-_-___ 1-1/4"?iN + 1 113/32"+ -13/32919/,6"9'-19/16"+ 8„ 8" 10'033" 511 8" IPROJE~ 06n4/ii _ v m 3-1/2 DRAWING#: 107 " N / 1 m LR2 DRAWN BY: GPH 1-1/4 " s 1/8" IT IS A VIOLATION OF LAW FOR ANY REVISED 51/8 d- 1 06!30/11 PERSON, UNLESS THEY ARE NRo / LR5 1 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 7-37/32r-1 7ii6 - ENGINEER, TO ALTER AN ITEM IN ANYWAY. IF ALTERED, THE + r-3 7132riins 1-1/2" 6 "1 ENGINEER SHALL AFFIX TO THE z 309 ITEM HIS OR HER SEAL AND THE 1-3/4" NOTATION "ALTERED BY" LR1 FOLLOWED BY SIGNATURE, DATE, AND DESCRIPTION OF ALTERATION. c,, m 0 w 0 a • SURETIGHT INSULATED PANEL CORP. - 231 THEOBOLD AVE. - GREENSBURG, PA 15601 - W W W.SURETIGHT.COM - PHONE 724-689-1081 ' INTERIOR FRAME CEILING TO PANEL CONNECTION 41/2" OR 6-1/2" r( 8d NAILS @ 6" OC TO EACH 2 X 10 FLOOR SHEATHING MIN 2-1/2" MAX Ii 9" SIP SCREWS @ 12" O.C. W/ OPTIONAL 1-1/2" WASHER I'r ` I 2 X 10 CEILING JOISTS OF NEw ~.~P~rGL A. c Y ALWAYS ATTACH FRAMED WALLS # ~G FIELD APPLIED DRYWALL j AND CEILINGS TO SIPS WALLS AND ROOFS USING SCREWS ¢ II x•09 8632* ~ac+ ~fSStONP~ 112q~11 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF ALTERED, THE ENGINEER SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED SY" SHEET TITLE: FOLLOWED BY SIGNATURE, DATE, SURSTIGHT INTERIOR FRAME CEILING TO PANEL CONNECTION AND DESCRIPTION OF ALTERATION. I1481JLATED ¦AIIRL• aWLD SMaaTEa. uv[ a,Tl[M_ SCALE: LAST UPDATED SHEET NO. NTS 07/25/11 SIPS-36 NOTES 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SURVEY OF PROPERTY EXISTING ELEVATIONS ARE SHOWN THUS: 1EP 2. REFER TO FILED MAP FOR TEST HOLE DATA. SITUATE 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 6' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ]PECONIC 1 POOL; 12' DEEP, B' Oil, TOWN OF SOUTHOLD f \ PROPOSED EXPANSION POOL ~J O PROPOSED LEACHING POOL SUFFOLK COUNTY, NEW YORK 0 PROPOSED SEPTIC TANK S.C. TAX No. 1000-69-04-10.3 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD J~ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O SCALE 1"=40' FEBRUARY 6, 2008 \ TEST HOLE DATA SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT MARCH 30, 2011 ADDED PROPOSED HOUSE QI (TEST HOLE DEC BY M[OONALD GEOSCIENCE ON MAY 9, 2011) JUNE 27, 2011 UPDATE SURVEY aP WK. - DIRK DROWN LMM OL sNOwN SI, AnN° IS ~6ry~QJOC~~ P51 S AREA = 91,779 sq, ff. V v~ e 2.107 GO. 70. 26Q 'moo v ' W BR OO~~ PALE BROWN FINE TO COMPEL SAND SW O Fri P ~41 LPG e G m v~ 2 P' `v c VG O~yI r ~asf RD p Pl O: x'20 92 ` N2 • oi'Iyo: pc. \ "s. ~ C\QL,~90 PALE BROWN FINE TO MEDIUM SAND SP g P• n2 O~ ZV~4. y ~ sp; o4 A, p' RE n ~9 M1 P2 s8sp P 3" ^ ^ lS 00. LET 16 O 09 \ =Q f c!T Y. \ • lie •.~`~`P*c. °.n si Eb n h\ Tf 2 ,,n fn" SS GP' ~ Sl~ \ ° O Z`O_ - r ~ _ • _ dpi a r OL PIN ice J ~r,r ss, .L,pop TO \ oS 6 P 9S LOU 'A I~ e r 11 J ~ " `tv !i ~ .o ' \ ~ Q'1 Sp f L" x l~ p •f,5 0^ °POrryf ~ E pK 9f w S L,sFY"o `Ps i. r 1° z P, N4 4~ 1 w, J~ J p 0 I a , s ;E , s Qe- UNAUTHORIZED ALTERATION OR ADDITION COO / ~YY TO THIS SURVEY IS A VIOIkFON OF SECTION ]209 ~I ~TESr HOLE EDUCATION LAwOF THE NEW YORK STATIC I >>a.o '9 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND CURVE rOR's INKED SEAL OR EMBOSSED VALID SEAL T SHA L NOT BE CONSIDERED TO BE A CERTIFICATIONS INDICATED HEREON SHALL RUN 1 S~ ti~ so : QCs ONLY TO THE PERSON FOR WHOM THE SURVEY VO1 TI PREPARED, AND ON HIS BEHALF TO THE A2W16 v0 TITLE COMPANY, GOVERNMENTAL ON AGENCY AND LENDING INSTITUTION LISTED HEREON, AND \ TO THE ASSIGNEES OF THE LENDING INSTI- / TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE \ 1°~ 0 IHL EASEMENTS ES RIGHTS OF WAY / AND/OR OF RECORD, IF o \ / ANY. , NOT SHOWN ARE NOT GUARANTEED. \ V / / PREPARED IN ACCORDANCE NIMUM TANDAR0IALS FOR TIT AN LE S T P HEY BY THE L Nathan Taft Corwin III FOR SUCH USE 9 \ 79 TITLE ASSOCIATIO pJ S C Land Surveyor S ~1 00 ; / Successor To. Stanley J. Isoksen, Jr. LS. Joseph A. Ingegno ITS Title Surveys - Subdivisions - Site Plans - Construction Layaut iAM PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N Y S Llc No 504fi7 15BG Mo,n Rood P 0. Be. 16 Jameepad, New York 11947 Jomesport, New York 11947 28-024 NOTES 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10R SURVEY OF PROPERTY SITUATE 1 ECONIC TEST HOLE DATA (TEST HOLE DUG BY M,DONALO GEDSCIFNCF ON MAY 9. 2011) TOWN OF SOUTHOLD - BA R, BROWN LMM BE SUFFOLK COUNTY, NEW YORK O BROWN SILtt UNC SM S.C. TAX No. 1000-69-04-10.3 PALE BROWN FINE TO COARSE SEND SW SCALE 1"=40' FEBRUARY 6, 2005 SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT 10 MARCH 3Q 2011 ADDED PROPOSED HOUSE O C 4r P ?V /~O WPC ~ Y 'JQY tl' 1, ~p~ p~ JUNE 27, 2011 UPDATE SURVEY SEPTEMBER 19, 2011 STAKE HOUSE FOUNDATION PALE BROWN ONE 70 MEDIUM SANG SP e OCTOBER 7, 2011 FOUNDATION LOCATION PCI S AREA = 91,779 sq. it. 0.f4' O~ ~ flP ~OV+` d~ SOD 2.107 ED. 26`' 9Qm a lC i7 y 9p mac, ~~`?s. o Q~e D 1pQ ~p4o Vic, DSO, O~"l J 4 ~U 2 ~ F g ~P 9 "K P~ LT8 S WfN p a , 00, S f y(. 'OS \s. St lC \A !V'` ALPS \ 0, 0. • " " OOH (yVf \~N~ S SOCK . z` 9, < \ *re > 9°T o 4, sy gar ^ ° a ~ a T 1-s IR! vt 2 s(' ~ `'rT a S~C . 4~R Q ~V , 00 c~ Bp IS 20 om. c9+ i1`'0~ A ~4 Gx)' \0 w, ry /d0' °o. F Q0~ F2.~, 4x. X92 ~4' \ \ f` a~ C oo.`so GAO. os ~F`2 xsn ] r 1 \ Q9 fy~y(^p \ 00. 0 ryR \ ~,y ( 0 V UNAUTHORIZED nL VGN OR ADDITION D TO THIS THOS SURVEY IS IS A A VNEW YORK OF / \g 2 / ~TESi HOLE y. / a \ SECTION 72N9 OF THE NEW TURK STATE EDUCATION UAW ~Y OCT 2011 COPIES OF THIS SURVEY MAP NOT BEARING \O THE LANE SURVEYOR'S INKED SEAL OR TO q F\~ EMBOSS ED SEAL SHALL NET RE CONSIDERED Y ~ TE BE A VALID TRUE COPY. so : Cs FPP Q ~j 7 BLUE; pEpr CERTIFICATIONS IrvolcgrcD HEREON SHALL RUN ~y v0 / tt~~j. '~J T06VIVU SOU7NUL~ srv pRCPnRHE gNOS arv nis eEr~LFTTO THE O Y TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 11 To /^/~~i TOTON C CASSIGNEES OF ERTIFICATIONS B E LENDING TRANSFERABLE a 52 / 0 Oh NF~N THE EXISTENCE OF RIGHTS WAY / IIILLL / AND/OR EASEM ENTS OF OF RECORD, IF ANY. , NOT SHOWN ARE NOT GUARANTEED, yC ON PREPARED IN ACCORDANCE WITH THE MINIMUM VO STANDARDS FOR TITLE 5°R°"5 AS ESTABLISHED By THE L I A L S AND ANO APPROVED AND ADOPTED Nathan Taft Corwin III FOR SUCH USE BY THE E NEW NEW YORK STATE TE LAND TITLE ASSOCIATION .0 o ~OFNEWy Land Surveyor 4 O SPFT CO,p "Y 2 - Successor TO. St0nley J, Is.k,OD, Jr LS. Joseph A Ing,n. LS LNl Surveys - Sobdimsmns - Site Plans - Constrochon Layout PHONE (631)727-2090 Fax (631)727-1727 2SE~~W N Y S No 50467 OFFICES 1966 MI,LOCATED D Road AT MAILING ADDRESS P.0, Box 16 Jomesport, New York 11947 JOmespod, New York 11947 28-024D j ?7l < NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SURVEY OF PROPERTY EXISTING ELEVATIONS ARE SHOWN THUS: ina 2. REFER TO FILED MAP FOR TEST HOLE DATA. SITUATE 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. I TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 7 11 ]PECONIC 4. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. w 1 POOL; 12' DEEP, B' OR, TOWN OF SOUTHOLD 4 (1) PROPOSED EXPANSION POOL O PROPOSED LEACHING POOL SUFFOLK COUNTY, NEW YORK 0 PROPOSED SEPTIC TANK S.C. TAX No. 1000-69-04-10.3 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, SCALE 1"=40' 0 TEST HOLE DATA FEBRUARY 6, 2008 SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT MARCH 30, 2011 ADDED PROPOSED HOUSE l (TEST HOLE DOG BY Mc E SCFNCF ON MAY 9, 2011) _ DARK BROWN LOAM OL \(Y ~ aP 4SL~~ _R DS' sae servo ON v P c`I' O ss.i S AREA = 91.779 sq. ft. 2.107 CO. ~O~ y~ W RAU FAZE BROWN FINE TO COARSE SAND sW 70. 20.9-am v 9 ' Oylf•,~ ~0 ~0 ~Pb ^r5 _ LP a 10 OLEO A0: 9 T \ `rte §x'ZV ~~V1 ~P ~p~ N~ w\ 9. J { ~y p\ S8 F.V.E aRDwx nxe TO NsBluu sanD sa G OT~ .f9 ~~`~qax~' P w n ' pnpLJ SG A ky!~~ Y2. "N d~ ~FJ I ~v"yry 0" \ N\ 4 "F ME l NtT oy\2 Z~ .i ` Q A a Nk~ Ny Z'O ,\Y_ y. N f s,\ ,CJ. Za' \ a oo 4~ °Q¢o1 _ ~f Po- P. p o AP uo` sACC eeyo `mom t , O~f\'/ F p~\p • M1 +~P o, n a \~'N_ N a 11 ,7\ pry~W2'N ti ' T C) \ \ C `y5 2 y~p \ ti 110 AS h / JI 0 ry 1` 5 p ? M1p ss a II 4~~ Zllll~ "IF S tv UNAUTHORIZED ALTERATION OR ADDITION 00} / A VIOLATION OF TO THIS SURVEY IST N SEC70N '1209 OF HE NEW YORK STATE Y!' EDUCATION WW. COPIES OF THIS SURVEY MAP NOT BEARING DEPARiMEN'1'OF "I 9ERVICLS yi`O TEST HOLE 9UFPOF.K COUNTY ti 11 ~"P nA _ v~°P d PUS I ETHE LAND SURVEYOR'S MBOS ED SEAL SHALL INOTDBE AC ONSRIDEREO MM „ POR A We ~ PS'867' FOR A TO BE A VALID TRUE COPY 12 FAAiM'W P9FlOOV kj 7 jFS O ONLY ONLY TO THE PERSON FOR WHOM ME SURVEY I fP@ CERTIFICATIONS INDICATED SHALL O~r I IS PREPARED, AND N HIS BEHALF TO THE TRLE COMPANY, GOVERNMENTAL AGENCY AND DATE 5 I 1 AEP . 0-1 ~-~63© Is8 0' ti S~ 4 LENDING INSTITUTION LISTED HEREON, AND TO THE OF UTION CERTTIFICATI NS THE NO TRANSFERABLE. APPROVED S ~ ~O Y T PO MAMMUMOV-1-m RODMS `oy a\ yy'= / / E6 / .uv vamwuro nc ommc nr wnv BXPWM TMM YBAR9 FROM DAIZ Ut uma Vr I .may ~,r / AND/OR EASEMENTS OF RECORD, IF J o \ / ANY, NOT SHOWN ARE NOT GUARANTEED 2c oN'&' A / PREPARED IN ACCORDANCE WITH THE MINIMUM / $ANDARpS FOR TITLE Sp :~V AS ESTABLISHED Nathan Taft Corwin III BY THE LLAFOR A C, ~y ApOPTEp FOR BUCH CSI V E "D TITLE ASSOCIq j y i( ~9 O~ \ 1,00 g<~T Land Surveyor k1 \ 0- q A. z * 2 sz Successor To, Stanley J, daksen, Jr. LS. Joseph A Iagegao LS Title Surveys - Subdivistons - Site Plans - Construction Layout PHONE (631)727-2090 TO. (631)727-1727 LAND SV / OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.0 Box 16 N.Y.S. Lic No. 50457 Jamesport, New York 11947 Jamesport, New York 11947 C:l C I_ •j 4 SURVEY OF PROPERTY x:+ > SITUATE = °'l" PECONIC ~z TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S. C. TAX No. 1000-69-04-10.3 SCALE 1 "=40' g- go FEBRUARY 6, 2008 0 SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT MARCH 30, 2011 ADDED PROPOSED HOUSE ti9 >y s s JUNE 27, 2011 UPDATE SURVEY SEPTEMBER 19, 2011 STAKE HOUSE FOUNDATION o h~ °°~yyQ OCTOBER 7, 2011 FOUNDATION LOCATION 45 1 S OCTOBER 16, 2013 FINAL SURVEY ~ MEryyO~ `PG.)_F. >r a,• ~g~ 0. m AREA = 91,779 sq. ft. s3'9 F o ,c ~,G N s. 2.107 OO. 70, 9y`f 9-0m., r It so aI4~J~~o ? 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM N2 EXISTING ELEVATIONS ARE SHOWN THUS: 'DD o~ ~s lpo~ ° O q,3~ ;'SA • a All _ • d i ~ a e b ti~ o a -9 .ii ? f 'qx .P'' m ¢Q 02 p t~c~;~ 2 rte' ~ / cPF\~ \ SEPTIC SYSTEM TIE MEASUREMENTS TO THISORIZED ALTEM" OR ADDOION HOUSE TO THIS 7URVEY Is A VNEW YORK OF HOUSE SECTION TSOY OF THE NEW PORN STATE 9 ,9 CORNER DA CORNER Q EDUCATION uw. ~S SEPTIC TANK N 2 C O an 1 i l s~• ////,i• 1~ .L- COVER 25' 19.5' COPIES OF THIS SURVEY MEP NOT BEARING v LEACHING POOL 'EMMOSS LAND SEABHA L INKED NOT BE CON IBDERED t5 COVER 40' 3y,5' TO BE A VALID TRUE COPY. fi ONLY ETU INDICATED FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE ftA TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSITUNON LISTED HEREON, AND n 4C 4 1 c,' f n +3 I~j z ~ o / TO N~ dZ ~ iy O o a TURON. CERIIFlGTIONS 'ae NOT ~IFANSFERARI£. N :A p .m a" ' p THE EXISTENCE OF RIGHTS OF WAY pQ~ : S ep ry ~ m AND/OR EASEMENTS OF RECORD, IF NOT SHOWN ARE NOT GUARANTEED. _ s= ~.m ° O PRE PREPARED IN ACCORDANCE WITH THE MINIMUM ANY, FOR 05 FOR ND SURVEYS AS BY THE E5I RV THE LIALS AND APPROVEp FOR SUCH USE BY THE NEW ~~sftrxYi~.- Nathan Taft Corwin III FOR UCH ASSOCIATION. l~ "W O. Z Land Surveyor * ze Successor To: Stanley J. Isaksen, Jr. L.S. { - /,y{ Jaeeph A. Ingegno L.S. Rtle Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 <AND SUF" Fax 7 OFFICES LOCATED AT MAILING ADDRESS HAILING ADDRESS No. 50467 1586 Main Rood P.O. Box 16 Jomespart. New York 11947 Jomesport, New York 11947 O RE51DENCE ROM ME o"~ wa~z II I ® _ - ~p N ~ m f~II II Ill~l~l1111111111~i 111 I IJI I11111~ - JJ1 J11JJ J11J_ -L-U~-ILJ-L_U W O ~ 111i IJI J1J1 L ll u uU O p > z p F h p O ® ® WK Q N ~ O H® TW2032 06B w~ n = z ~ W26410 Wffi410 II L.J W34410 r W20411 N p I- a O (W26910 26410 TW26410 W26410 1 I II I U-LiLL O N UN JJ Ll IIII UJ U Z W S Q O N 3 LLJ z - ~ z FRONT ELEVATION SCALE: 4" = I'-O" o UJ 0 O APPROyED AS NOTED FEE' 1 - BY Y BUILDING DPPR rMFNT C' 755-1 02 B AM TO 4 PM FOR FH; PLUMBER CERTIFICATION P WING INSPECTIGN` ON LEAD CONTENT BEFORE a R POUONRED . CONCNCP•.. T~,1JO1fjIjjRFo ON LEAD CONTENT BEFORE R POURED - GH FRAMING. U PL'CA SOLDER USED IN WATER STRAPPING ELECTRIC A_ 3 CAULK" SUPPLYSYSTEM CANNOT ON ! ? r FINAL LA EXCEED 21106F1%LFA'D. oz 0- FINA CONSTRUCTION S __ECT~ MUST BE ° AlF. FE FL.R , W Z L CONS'RUCTICM',HALL MF17THE F- l9 OUIPEVLN`S C: -HE CtJD-S C!I, u 2sG8 CRN S.'; "E NOT HrSFONSIBLE FOr J O o ® W203 W203 L LllLIJJ FWGB06B W203 i 3 E'IGN OR CONSTRUCTION ERRORS Pq O~ NEW R~oz , U7) W34410 III 34410 U0 RETAIN STORM WATER RUNOFF Y w PURSUANT TO CHAPTER 236 r z Z z M Y LLLLA F 1HE TOWN CODE. 2sT Zyo^ A= Z- ~ J 1 J- LJJ WJ 1 1 J L U,-'~O SS\O~p~. W C) I 1 11 H 111111 111,11 Mill 111111 11 Hill, 11,111 1111 Q BUILDING DEPARTMENT CRIT IA 0 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL ECTION 310 BUILDING CODE N.Y.5 II7 (XICUFANCY OR USE DWELLING UNIT -SECTION 310 - 310 2 ~/6y/~/ 'Y P~J 2 HEIGI'IT TOTAL 19'-B" }I- FINE AREA (d)) I 1.5E IS UNLAWFUL, NPE Of CON b625 Ff. G2 SO PANEL CON5TRWCTICN 3 ttPE STwcTION wooo PRA 1 SEE PLANSDESIGN WIND E0RIONWFCM BACK ELEVATION - - - WITHOUT CERTIFICATE 5FRAMIDESIGN CRITERIA 5 FRAMING ELEMENTS SEE PLANS t MANUFACTURER DRAWINGS SCALE g' = 1'-0" - OCCUPANCY 6 DESIGN D CALCULATIONS PAGES OF 7 wlNOOw AND DOOR OOORSCHEDU SCHEDULE PAGES I PAGE DO NOT PROCEED V IOT PROCEED WITH B LOAD PATH NEFERTO BUILDING 5ECTION5 FRAMING UNTIL SUF IIING, UNTIL SURVEY D NAILING SCHEDULE AS PER MANUFACTURER OF FOUNDATION LOC JNDATION LOCATION IB EGRESS RFFERTO FLOOR PLAN HAS BEEN APPROV BEEN APPROVED. II PLUMBINGwsERDIAGRAM FAGS ELECTRICAL I2 FIRE PROTECTION SEE FLOOR PLAN5 AND SECTIONS PLUMBING _UMBIIVG INSPECTION REQUIRED 1 RUS50ESIGN DRAWINGS PANEL DRAWINGS WASTE 4 ENERGY CALCULATIONS ATTACHED ALL ^ C!9:hra `A AgTE TESTING BEF,QRE COVER BEF,QRE COVERING In _ LI J ~J1 L z - K o tj u I JLLLLW IL 21 ~JJ ~I~IJI~ _WJ ~L u1~LL llI~ L ~J1WllW_J-LiLLHJ- L WLL1 Wl_u_U z o~om 1 W L L 111 I-L ILLLL 1 11 ~J1 B B B B. B II IIIII IJ1 W1 F®RM L Hi Ll_ 1 ~_ul J u a LI III j~ 0 o~~o ~LWJIWJ Jlll J IWJ1 J_L u u L JL ulLll I I_T J luul IJll 1u o 0 II 1 LLLILIW uJ1~ILIJJ i IW IJ p- L1 L _ _ 11 ll _ - _ _ LLU uJ 111 LJ 111 _LL ~I I J I I I I LI II I I I I L11 I I pJJ V I I I o iiiiii iiiiii 111111 11 HI 11 11 i 111 11111 11111 Mill IIII a o ° m RIGHT SIDE ELEVATION w SCALE: q" = 1'-0" U Zw wD p o u z 0 ON wo O~ _ _~_IJILIIJJJ _~_W1 WJJ 21 1J cz iLuLtLLLLd ~L 1U 1 u~ ~ ~J_LJ-~-LLJ-LU1LL LJ1J LLL LI-L I LIII1J_~1 L 1 L JL u11~ 1 U_ U. JJ1J_ LULU H Llih- J1 U L WJ 1 U_Lf JU_L LIE J_ H_ 1 J1H _ ll LL - z~ 2868 ILL J J IJ JJJ1J 11L a w z u - u uJ~ ~ ~ _uJ LLLL LLilff ~I J_ ~J1LL 1 I ~ ~ o ~ J LO iiiIiiiihildu 11 NEW ~OZl~ P~ ~,DEEgk~ _ 0ou LEFT SIDE ELEVATION z~D °F~ ~ o. 092 P~ U SCALE: q" = P-C" pRO E S~O~ In PAGE: 2 SECTION o - p w - A 0 0 0 ~ Z r p O ¢ ro z O' z w j 7 a o m o m - - - - - - - - - - - - 4" P CONC 51A\ON c O R-19 INSULATION CON COMPACTED FILL - w O UO 0 N- NO U ° oO N0 - co - l0 x- W H O F N@J NUd iv Ud ~ O O _ PROVIDE BEAM POCKET IN 3 z" COLUMN BURIED IN I BURIED IN = z FOUNDATION WALL; 51ZE z'-0" X 2'-O" X 1'-0" PO~URpED X 1'-0" POURED 0 O G AS REQUIRED t TAR ALL I 112" m- I 112" CONCRETE FOOTING UYP. ALL O m in OOTING ("fYP. ALL) 5I " EN lo'" 3- 1 n"x I ILVL L pl I I/z~ii H 13i_lu F Fl - - - - DROPPED GIRDER , FIDERGLA55 DRYWELL - J 3- l y' X I I '-a-a" LVL L -1 J PI N W/ 5TEEL REINFORCING: DROPPED GIRDER BASEMENT m UP 4 O PROVIDE 4" P.C. 5LAB \ ABOVE WITIi DRAIN U 9'-O" CEILING HEIGHT F-1 -1 _ 3 68 Z w ~ 3 IX I I a" LVL 1 1 a" LVL to x DROPPED GIRDER R .t UTILITIES ~-1 'ED GIRDER .a Q O -13-8" I Ji.6u W W Z p ci m PROV. 2-LAYERS e' FIRE ? Li o O N u RATED DRYWALL ON CLG. „p p I' J N = II OVER UTILITY AREA x RIDGE POST5 FROM ALL DOUBLE J( DOUBLE J015T5 UNDER - W fl EARTH ALL PARTITIONS RUNNING x - ~ O N C~ N N PARALLEL I PARALLEL (TYP. ALL AREA5) N 1U Q cz .e' PROVIDE 51MF50N LGUM2G-2 n OII w 2 % 10 A GIRDE % CONNECTOR BOLTED TO FOUNDATION - WITH TITEN HD g' X 4" BOLTS O - O a•-a aT 3- I a,x I I--DER DROPPED GIRDER L J L J - - L -1 u z" x-a" Acq LeoeER BL EO a O TO HOUSE FRAME WITH 5" Lo Tu 'LEDGERLOK" 5CREW5 Q I G" O.C.; _ O O - HANG D.J FROM LEDGER WITH a SIMP50N LU28 CONNECTOR row ~U U NaU NO m Z~ 2, 2" X 10_ACQ GIRDER ° rv W Z 1--j ou 4" X 4" P05T ON 101, b 50NOTU5E W1 P URED E-F-9 s'-II uz^ s'-II va' a'-II Uv' '_a. Z O DESIGN LOAD CALCULATIONS I'-6"X I'-6"X 8"d. (Tl'P) MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS (Ibsf) ~F NEW yO ZZQm EXTERIOR BALCONIES GO secWN DECK5 40 A ~ DEERK R~' Q C~ ~ C9 ATTIGS WITHOUT 5TORAGE 30 ATTIC5 WITH 5TORAGE 40 s•-0, g s~ *Z z Q ROOM5 (OTHER THAN 5LEEPING ROOM5) 40 s,_a„ pq~' Ira' SLEEPING ROOM5 30 m v z~-0• So N X25 CRITEPJA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHT5 OF MATERIALS REFERENCED TO A.I.A. OpR E~~~P ARCHITECTURAL GRAPHIC 5TANDARD5 SNOW GROUND SNOW LOAD 45 Ibs. 5EISMIO FOUNDATION PLAN PAGE: 025IGN CATEGORY B SCALE: y' = 1'-0" !WIND WIND 5PEED 120 m h IXP05URE CATEGORY B 3 Z _ SECTION C A / O~ N St sa4• z O ~ IL Q N Z 10'-1 O 112" - u 9'7 W- 3'-0 I/2' z J W 2868 EGRESS Z LH C m 2 BENCH SEAT 2068 D w VINYL R a 2065 z3•-a / a L COAT m I2'-5^ FL RO CLOSET U AWL KITCHEN OO HOWERO 4 CATHEDRAL CEILING PROVIDE FRAMELESS 5 O GLA55 SHOWER O B ISLAND ENCLOSURE ? DOOR - 20 MA5TER BEDROOM MA BATH MUD OVER N N~~ z o sea MUDROOM / MA5TER BEDK - - B'-G" CEILING HE LAUNDRY H'-0" OEILI NG HEIGHT SAI LE SUBFLOOR B r Z O 2868 HALF N WALL 8'-O" CEILJNG L - - - - - s I..uL /D O 0 L O O a o o 2468 2668 / WF R ~'II~Iulllll 2668 CLOSET " k - ' a BATH " i PANTRY ; a BOVA 4, UNEN i L-J 3i_gu 4 gi_gu 2068 2868 O W N f{ FAMILY ROOM 2 GB x~a e 0 CATHEDRAL CEILING _ HALL .L 5/ ® I• O STRUCTURE BY OT~...I I E &-0' CEILING HEIGHT N W GHEIGHT /6b BATm 0 a fv ZO F 2568 SAD Ell TILE FLOORS _ m O w(D COAT MUD OVER C CLOSET 206e sueFLOOR NUMB ROF TRED5 TO Q _ BE VE FIED IN FIELD BA5ED 068 - 4'-3 I/2"-" LINEN CLOSET ON IXI TING GRADE IV 2060 ENTRY 2868 2068 2068 BEDROOM )ROOM CEILING HEIGHT (LING HEIGHT o rt 3068 W 1 7-1 ED 8 ED (B 2 "mvort 6-a(2) 1465 L 6sT.vprt 9b I/2" ' 2'-1 1 I/2' 2'-1 1 I/2" 2•-I Ill" T-6 I12" 3•.a CL05E/ BEDROOM z 2065 8'-O" CEILING HEIGHT PORCH 206& o h" X 4" DECKING 4 10" 5QUARE PERMACA5T BEADBOARD CEILING + U - COLUMN w/ CAT* BASE L-10, I 1,° e IIEGRess GRE55 ~ - 4-3. 2'- 1 1 112" J K U ZQU 30'-c SEUON 3 Z g y 3 a Z~ AA tl + eGRESS _II OF NEW Lu y z I~ o U I s-9I/z ~~e'-II/r -g' -I I/z' --f s '-oI/z" cD DEER~otp < 0 zZ~ w O r 1 z z(nL \ ~ h N ~dti ~O FLOOR PLAN - 1862 1862 sc[.ft. In SCALE: 4" = I'-O" UJ LI / ~J L.. In > / ~ tl PAGE: 4 oooW~ 3 ~ N r O ~~DD r So oOL Q aj z z ~ w Q IN O m 1 N K w O I ~ > / > ° O ~ F O Z O O E2 o m n w U Z w w,n p o ww (v/ z 0 w OQ cz O~ ROOF LAYOUT OF STRUCTURE BY OTHE RUNOFF CALCULATIONS: 2336 x . 167 x 7.5 = 2,925 gallons Re6pre5 (3) 6-0" x 4'-0" rings (or equal) U- z New Drywell - D-/ Z 8'-O" diameter x 4'-O" deep W (TYPICAL ALL) O C) 'Y Zwin ~ ~pFNEWyo } oz~ S~. DE ER-4,-, F U U s~* zzom _z z Lu NO 7' A~2c' p ^ PAGE: 5 z O p 0 N ~zD h p W Q N z N z Q FW _ APPROX. RIDGE HEIGhfT 7 O O 0 N ? O L O 0 a O N OUTLINE OF CEILING OVER CEILING HEIGHT HALL { BEDROOMS WINDOW/DOOR HEADERS Ill STRUCTURE BY 4 4 U - z w Lu = q _p o OTHERS - SEE a GREAT eoOM m HALL MANUFACTURER 10" SQUARE PERNIACAST COLUMN W/ CAP 6 BASE z DRAWINGS w ~ PLYWOOD suBFLOOR 2" X 121[ F.J. @ I G° O.C. 2" s" X 4" DECKING FIRST FLOOR U O PROV H4 CONNECTOR O 2" X V D.J. O 2" X 8" ACQ GRADE 2- 2" X G" ACQ SILL PLATE 3- 1 3' X I 1 -e'' LVL R-1 9 INSULATION LEDGER 2 2" X I O" ACQ GIRDER OVER TERMITE 5HEILD DROPPED GIRDER BOLTED THRU POST OVER SILL SEAL; PROVIDE SIMPSON 0520 W/ UFT4 CONNECTORS 3 z" LOLLY COLUMN BURIED IN AD 5ERIE5 CONNECTOR I BASEMENT 2'-0" X 2'-D" X P-O' POURED W X 4" P05T ON 10" a' DIAMETER ANCHOR BOLTS UNFINI5HED/ UNHABITABLE CONCRETE FOOTING (iYP AL1 50NOTUDE W/ POURED W) 7" MIN. DEFTh @ 48" O.C. W/ MIN. 3"X3"xe WASHER @ PLATE CONCRETE FOOTING I'-G" X I'-G" X 8"d (1YP) 8" POURED CONCRETE 4" POURED CONCRETE FOUNDATION WALL W/ -Lzz SLAB ON COMPACTED FILL 1'-4" X 8° d. `TG,; PROV. FOOTING DEPTH U - 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) 'NOTE: CONCRETESHALLBE PC = 3,500 751 @ 28 DAYS lLl FOOTINGS SHALL BEAR ON UNDI5TURBED SOIL WITHIN It B2 BEARING CAPACTY OF ply , 1.5 TONS PER SQUARE FOOT BUILDING SECTION "ALT F.OF NEW YO }-QW~ ~P SI. DEfq~o ~UZI'- SCALE: y' = 1'-0" nQ st,# ZZQm 3 w Q O m Z z L Lu T- 0 zo . ~F tnN`. (n PAGE: 6 m GENERAL NOTES: PLUMBING Y 11VAC NOTES: WINDOW AND DOOR 5CHEDULE HEDULE - -"I- j • The information on this set of construction documents is to relate basin design All plumbing work shall be done by a duly Imensed plumber and must conform and adhere w Intent and framng deteAs. They are mtendsd as a construction aid, not as a to all New York State bmldmg codes 4 saftey requvements. TILTWA5H 500 901 10 4 25.9 -281 30 G substitute for generally accepted good building practice and are in compliance with W HTWASH current New York State binding codes, The general contractor is responslble for ILTWA5H TILTWASH GO 12G1 20 A 247 -2G.9 30 3 providing standard construction details and procedures to ensure a professionally If wall plates or Joists are cut during the mstallaton of plumbing Bxtures or equipment TILL"WASh 3.99 G 84 10 4 25.9 -28.1 30 2 p finished, structurally sound and weatherproof completed product. contractor must provide appropriate bracing to tie framing back together. ILT WASH TILTWA511 TILTWA$I 2A7 421 10 5 25 9 -349 30 / 50' 4 1 PG U rade re med firs master bath Z - AWNING 12 3.0 10 5 259 -34.7 35 G Tem Bred in Shower F p General contractor to coordinate all subcontractors, scheduling of work and Baseboard heating is to be hot water and zoned. Plumbing contractor Is to AWNING AWNING 0 09 2 G 10 4 25 9 -25 1 35 2 Located m u a able ends 1n N F Q p interaction between trades. adequately size the system and place the baseboards in an unobstrudme location in each room AWNING required to recieve heat. Minimum of one thermostat for each zone will be required. • The contractor is responsible for ensuring that all work and construction meets CI'I WD GLIDER PRENCI'I WD GLIDER 21.04 -3505 50 4 23.2 -25.4 40 1 ¢ a~ Z or exceeds current federal, state and local codes, ordinances and regulations, etc. Mechanical subcontractor is responsible for adhering to all applicable codes and These codes are to be considered as part of the specifications for this building plan. saftely regYirements. IF m the course of construction, a conditon exists which disagrees with that as HVAC subcontractor to full dmate system data t requirements with the - - - - - - - indicated on these drawings, the contactor shall stop work and notify the designer • y coor iSASSIC 5ERIE5 LOOKS F HARDWARE IN WHITE FINIS - p f the engineer immediately. Should he fail to Follow this procedure and continue work, equipment supplier and to provide final system layout drawng and submit it to general contactor, ALL WINDOWS TO BE ANDERSEN. 400 5ERIE5, DNLEBS OTHERWISE 5PEC11 HAND FULL EXTERIOR SCREENS he shall assume all responsibility and liability ans re, therefrom, owner and equipment supplier for final review t approval WINDOWS TO BE WI IIFE Fa'FERIOR. PINE IWERIOR. CLASSIC SERIES LOCK`. SIMULATED DIVIDED LIGHT GRILLES WHERE 5BOWN ON ELEVATIONS )NELEVATIONS - - _ - - - - - - - - - n 9s • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. ELECTRICAL NOTES: - - - - - - - - • The designer has not been engaged for ccm told o. superve on and assumes no - - - - - - - - - responsibility For construction coordinating with these plans, nor responsbilty for • All eler l work to be BOARD OF FIRE UNDERWRITERS approved and to include CALCULATIONS FOR WINDOWS EA5ED UPON FXF05U RE D UREB _ --_MUF HAVE OP UPG RADC KR LAS PER E MEET5 NY 5TATE EGRESS REQUIREMENTS construction means. methods, tedmiques, sequences or proceedures or For saftey installation of fixtures * specifications as indicated on plans. Light f Lures to be supplied by COEFFICIENT I .0 WITH 120 mph BASIC WINO CREED_ AS PER - - precautions and programs in connection with the work indicated. There are no owner and installed by contactor. GFI outlets required at bathrooms and exterior areas. Install TABLE R 301-2 (2) NEW YORK STATE BUILDING CODE - - - E FOR HABTABLE 5PACE warranties For a specific use expressed or implied m the use of these planl all outlets as per code. All work is to be done in strict accordance with the New York State Code - - - - - - CUSTOM GRILLES - SEE ELEVATIONS - O - • Contractor to provide hardwired smoke detectors. With battery back up, and with by a licensed electrician. All new scotches R outlets to be Leviton, standard, supplied 6 installed - _ - _ - -J - - - no intervening switchel on all floors and in each bedroom. Verify with local code by contractor. Contractor to do all hook-ups as required for bathrooms. WALL OPENINGS INCLUDING wW00W5 AND DOORS SHALL BE PRO rECTED O o oHALLBE PROrECTRD WITH LE _ - _ - - - - - - - p - sH-- _U.of 2 - s/a" wooo STRUCTURAL r'ANeLS w5 nr 1 G o/c. FASTENERS ¢ GL _ l _ - - _ - - regmre ul as per 5etion R317 New York State Residential Construaton Duke. FLOOR FRAMING NOTES: _WRT MAXIMUM OF B'-0" SPAN. NN5_TENER5 FOR 5FAN5 UP DO 6'-D" 51AI _ _ II Ao/c rABLE 3aZ z 1-21 1 I/2-xH wooo SERI Install carbon monoxide detectoa as per code. FOR SPANS UP TO B'-D" 511ALL BE 2 12" - 90 AT 2" O/L. TABLE 301 2 FOUNDATION NOTES: All lumber i,tobeDouglas Fir#2 or better at IG"on code, ALL UNITS _MUST MEET OR EXCEED THE MINIMUM DESIGN FRF55URE Nil SIGN FRF55URE O 0 BSTRATE LEI LOADS K TAT ROOGH OPENING STRUC ION ALL ExrERIOR • General contractor to review plans, elevations and details to determine • All wood training in contact with concrete or masonry is to be pressure treated. 'ACQ' designation I S TIMESTI'IE DESIGN PRE55URE REQUIRED AND MUST TRANSFER LOAD intended heights of finished floor above typical grade. refers to current arsenic free treated wood standards and shall take the place of'CCA' GL/¢ING MUST MEEr ASTM E 996 TEST REOUIREMEMS A5 PER NEW YC TENTS A5 PER NEW YORK STATERE510EN(IAL CO NSTRUC CODE F O N N REFERTO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION JPENING PROTECTIOOUIRCi, ANYMULLED UNR5MUST - MEET ORECEED I - - - - - - - in Q p • Footings shall bear on undisturbed soil within bearing , pa.,ty of 1.5 tonsAq.ft. All TJI's are to be installed in accordance with the manufacturer's specificabons and shall include squash blocking web stffeners st bearing points on girders and other load bearing areas • Concrete Shall be PC = 3,500 PSI a 28 days CLIMATIC AND GEOG RAPE D GEOGRAPHIC DESIGN CRITERIA A_L_TERNATIVE FOR OPENING PROTECTION • All straps, connectors, plates. bolts, nails. etc are to be galvanaed. Desgnated connectors, straps. 5EVERE _ • Concrete on 4m sand or gravel fill minimum, with 6x6 - 10/10 welded Wire mesh etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be WEATHERING 5EV WOOD STRUCTURAL PANELS MITI A MINIMUM TIIIICKNEES OF 7/I G' AND MAXIMUM PANEL SPAN OF 8'-0' muff orcenient Intenor slabs to be placed on G mil. stRdIo,d polyethylene vapor nailed/Ide ted in accordance with the manufacturer's specihcatons. FROST LINE DEPTH 31-0 MODE RATE TO H EAVY SHALL BE PERMITTED FOR OPENI NG PROTECTION IN ON AND TWO STORY BUI LDINGS_PANELS 5UGHT TO MODERATE SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARD WARE PROVIDED. - _ W barrier. Welded wre mesh is to be placed in the top third of the slab and is to be 4, TERMITE MCI adequately supported by precast concrete bar supports to assure that the reinforcement All floor sheathing is to ?be a AC type plywood, tongue groove and shall be glued and screwed to DECAY SLID is held in position during concrete placement and finishing. the Boor Joists (G" o.c, edges V 12" o c field) WINTER DE51GN TEMP. 1 I MP. 1 1 (RErCRTO SECTION I G09 14 AND I GO9 G 5 AND TABLE 1509 1 .4) z W • Isolation Joints are to be installed between the slab and the walls. Use preformed Solid blocking B to be mstalled every 8'-0" max, or mid span of all floorJmstS with spans exceeding ICE 51-1 UNDER- A51 A5 FER MANUFACTURER'S --1 ` - - W 7B - - - - - TABLE I GO9. 1 .4 C) 0 Joint filler that is to be cut 112° below the slab surface and the resulting Joint is to be filled VHO-. Blocking is to be mstalled at all point load bearing points. LAYMENT REQUIRED 5PE D SPECIFICATIONS/STATE CODE - - - - S - •(A 3 WINOBORNf DEBRIS PRO] ROT ON F/STENING SCHEDULE FOR WOOD STRUCTURAL PANELS with an elastomenc Joint sealant. FLOOD HAZARD5 • Install double Joists under all partitions running parallel LLJ HID General coirtractor to metal cop-r-tex ( or copper) sheet metal termite sheilds FASTENER SPACING nNOHES) Z between all wood surfaces that are exposed to concrete or masonry surfaces. PANEL SPAN < 2'- 2'-0' < PANEL 4'-O' < PANEL G'-O' < PANEL O N FA5TENERTYPE O' SPAN <4'-O' SPAN <6'-D' SPAN <H'-D' W O W • Dampproof exterior of foundation wall wkh a bituminous coating; Foundation excavation re not to be backhlled prior to the mstallaol of the floor Framing. 2 1 12' xG WOOD SCREWS I G I G 12 9 O K d 21/2' x8 WOOD 51 1G IG IG 12 A THIS TABLE 15 3A 50 ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH -AND MEAN ROOF HEIGHT OF OR LESS 4°0 ROOF VENT PANEL. _ _ _ B FA5TENERS SHALL_BE INSTALLED AT OPPOSING ENDS OF ME WOOD STRUCTURAL C WHERESCREw AREATTACHEDTOMASONRYORMA50NRY/STUCCO,THEYSHALLBE ATTACHED UTILIZING VIBRATIO_N_RESISTANT ANCHORS HAVINGA MINIMUM WITYIDRAWL-_ EL i ROOF CAPACITY OF490LPs -I 4 GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 2001 5BC High Wind Edition Wood Frame Construction ATTIC Fasteners and Connectors for Wood Frame Construction I . A continuous load path between footings, foundations walls, floors, studs and Z roof framing shall be provided. - BATH I LAUNDRY KITCH ATH 2 BATH 3 - iii - 2. Approved connectors, anchors and other fastening devices not included in R/ the Standard Bmldmg Code, Table 2306. I shall be installed IF accordance with LU Z F.A.I. /4 1112 1112 1 uz R- 7 manufacturer's recommendations. J9 C9 tj 1111114 1 000 3. Metal plates, connectors, screws, 6 s, and na115 exposed directly to the D.W. SINK SH WER weather or subbed to salt corrosion in co al areas, shall be stainless steel or Z hot dipped galvanized. LO 1 FNEW >-0 W LU 4. Where windows and doors interrupt s heathmg and U _ FIR5T FLOOR siding, framing anchors or connectors fl i ® ~h op and bottom Z z 0 m 2 12 11/4 3 2 2 of cripple studs, header studs, and at 8 f 5 e of opening. Q 0 -1 C.O.4 TO SUFFOLK COUNT LTH w ZN= 4 _ DEPT Of HEALTH DEPT OF HEALTH To SUFFOLK COUNTY 5. Ridge straps shall be attached to rtV] it ng s except where W I- SE QE HEALTH LTH collar ties of I xG or 2x4 lumber Is loc space and p 4" C.I HOUSE SERVICES APPRDVEI SER SERVICES APPROVED TRAP SANITARYSY TM SANITARYSYSTM accacn iv ea a v e c o. p BASEMENT G. Uplift connectors shall be provided at 7. Floor to floor hold-downs to be provided every 8, and every I G" within 4' of exterior corners SLOPE" 1/4" PER FOOT PITCH TO 8. Sill F [ate to Foundation Anchorage: 5ill plate shall be anchored to the foundation with anchor bolts havmg a min, bolt diameter of 5/8" and 3" x 3" x DRAIN 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment PAGE: of 7 Inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spaong not exceeding 4 feet on center. PLUMBING RISER DIAGRAM NOT TO SCALE 7