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36674-Z
AF � Town of Southold Annex 11/27/2013 P.O.Box 1179 54375 Main Road oy • 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 See/Block/Lot: 69.-4-10.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed 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. A ized ignatu o�gU TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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 #: 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 2l10 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 6pmpleted 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- $100.00 3. Copy of Certificate of.Oecupancy-$_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: (check one) Location of Property: ,� 1�5/ (�� �/ 09e O' X' Z✓ House No. Street Hamlet Owner or Owners of Property: Vg'7 Suffolk County Tax Map No 1000, Section / Block Lot Subdivision Filed Map. Lot: Permit No. ((' 71 Date of Permit. 9 Applicant: w yeF I�z Health Dept.Approval: Underwriters Approval: ` Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one)- Fee Submitted: $ -5-0 . 6"1K y Appli ant S ture OF SO!/Tyo Town Hall Annex ~� l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richertCa)_town.southold.ny.us Southold,NY 11971-0959 COUNT`I 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 rj 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 Fixtures Time Clocks 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: ; Date: June 27 2012 81-Cert Electrical Compliance Form.xls c� y� W a Town Hall,53095 Main Road p Fax(631)765-9502 P.O. Box 1179 ��o� �aO� Telephone(631)765-1802 Southold,New York 11971-0959 J� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z Building Permit No. 7 ! — Owner: jeileo OM eo /� (please print) Plumber: begEq &- 2'0-cr�'e (please print) 4AL I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. vent,�� Notr y NbUC.Stat O New York No.01�W700a1 , amMin'Suffoik (PIdAers Signature) Sworn to before me this day of v 20_6 Rio Notary Public, LA1 County �pF SOOT "36(W' r hod yO�o ol�cOUt,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR cOUNi`l, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]�AIONT 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR ofso�T yol � o o�yco ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:— DATE r �- INSPECTOR OF SOUry�� cOUNI`4,� 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 �m INSPECTOR v'( Of SO(/r�o� 364 7�- eou TOWN OF SOUTHOLD BUILDING DEFT. 765-1 BO2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION XFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e DATE INSPECTOR OF SOUry�� ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �l INSPECTION .. .,.;. [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: I DATE 2� 1 v LNSPECTOR OF SOplyo olycOUM`I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLEIG. [ ] FOUNDATION 2ND [ ] SULATION - [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / DATE INSPECTOR s' Of SOUIyo� coutom TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION oo.[ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DAT INSPECTOR r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) � FOUNDATION(2ND) � z ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE TZ / FINAL , ADDITIONAL COMMENTS pr � z d o � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL --Board of Health, SOUTHOLD, NY 11971 —4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 urve SoutholdTown.NorthFork.net PERMIT NO. 36 L -71 Chec f Septic N.Y.S.D.E.C.JI( Trustees Niq Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to:34Q yt Lm QQ Disapproved a/c Phone: (031 0258 _3 ? Expiration ,20 / �--- �e� U Building Inspector AUAUIT 21 PPLICATION FOR BUILDING PERMIT r Date , 20 It 4K ,�•0(P INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing 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 8Lonew Name of owner of premises STeV Gin( �.c M (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 -7gg2- of d NyAT P-d Pe-(o VlC'• House Number Street Hamlet County Tax Map No. 1000 Section 6 Block Lt Lot l 0/ 3 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 ild C Q n4--C.a of b. Intended use and occupancy S t 0q le -�Ct✓X( IV Cj W 0 (ho 3. Nature of work(check which applicable): New Building` Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /�u�, (f0 D. � 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 ?# d' �''r' Rear Depth Height Number oaf 8. Dimensions of entire new construction: Front (00. 3 Rear (p61 � T)eA 'I i 1 --Height Number of Stories o7 �/ ? 8"1 FI 9. Size of lot: Front q q 5 • `'� Rear . Depth r la r 10. Date of Purchase a06� Name of Former Owner NA MW Rb M 0 11. Zone or use district in which premises are situated A C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES -,-A NO Will excess fill be removed from premises? YES NO 14 Names of Owner of premiseg-k/eL-4yn�e-0 Address Phone No. Name of Architect 1QQj w!j Address Phone No i Name of Contractor P. 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF'Sk\RC Ay�) %WM '9 yw U being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the b (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 o T 20� �k )��7:Ad VICKI TOTH Nota Public State of New York Notary Public Qualified in Suffolk County Signature of Applicant Commission Expires July 28,20�r r' 1 57a v ��o�so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road y (631)165-g5Q2, P.O.Box 1179 G . Q IOQer.richertttOwn.southo1a.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: -4s a LAA Name: License No.: Address: Phone No.: f - 7 �. Z. W-(.�( . JOBSITE INFORMATION: (*Indicates. required information) *Name: *Address: 3.7 g q Z ©� ►2 G) q y- *Cross Street: G *Phone No.: Permit No.: 3 t9. -7 Tax Map District: 1000 Section:. Gq . Block: Lot: (o *BRIEF DESCRIPTION OF WORK(Please Print Clearly) by t u 5-c l,i 0 eit fir.J e- /-oonj f' luda� (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 ed) *Service Size: 1 ha 3Phase 100 150 200 300 350 400 Other *New Service: Re-tonne Unda�rou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION C, 82-Request for Inspection Form I . �� � Town of Southold: N " z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.# l "THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A (�), 7� STORM-W AND ATER,GRADING,DRAINAGE EROSION C NTROL PLAN Oj o c� �T" la "�-` CERTIFIEa BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTAUCTION PTEM# / WORKASSESSMEI Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within 1 Will this Project Retain All Stone-Wafer Run-Off the Scope of Work for Proposed Construction) Generated by a Two(20)Inch Rainfall on Site? b. What IS the Total Area of Land Clearing (S.F-fA—) (fhis.ftem will include an fun-off created by site _ D clearing and/or construction activities as well as all and/or Oround DisWrbance for the proposed (S.F./Aces) Site Improvements and the permanent creation of construction activtty't impervious surfaces.) • PROVIDE BRIEF PROTECT DESCRIPTION r-wd.Aar"Paste a:Weeded) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This ✓D `^ Item-Shall include all Proposed Grade Changes and • I f1 Q,l� Y 1 LDac"e Slopes Controlling Surface Water Flow. �i^, I, 3 Does the Site Plan and/or Survey describe the erosion k i) i� Uso CU 0. D 5 �G S�S{Cj� and sediment control practices that will be used to Vol 1 control site erosion and storm water discharges. This — item must be.maintained throughout the Entire Construction Period. 4 Will this Project Require any Land'Filling,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 Activities .El y/o, Encompassing an Area in Excess of Five Thousand _ (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General AEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or- "it i Submission of a SWPPP is required for all Construction activities involving Sol Beach? i disturbances of one 11)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes i are part of a larger common plan that will ultimatelydisturb one more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to D i - including Construction activities involving soildisturbances of lesss than one(1)acre where One Hundred 'the DEC has determined that a SPDES permit is required for stone water discharges. (100).Of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit $ W(II Driveways,Parking Areas or other Impervious i for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? i submitted to the Department prior to the commencement of consi ud lon activity. 2 The SWPPP shall describe the erosion and sediment control practices and where g Will this Project Require the Placement of Material, required,post reduce ft storm water management practices that oval be used andfor Removal of Vegetation-and/or the Constructlotl of any constructed b reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit,In addition,the SWPPP shall Area?mat nem will mar Induft tm Installation a Identify.potentlei sources of pollution which may reasonably be expected to affect the driveway Non I quality of storm water discharges. NOTE: If Any Answer to Questlons.one through Nine Is Answered with a Check Mark 3.AN SWPPPs that require the post•construction storm water management practice Ina Box and the constnstion site disturbance is between 5,000•SF.31 Aae in area, ! component shall be prepared by a qualified Design Professional Licensed In New York a Storm-Wate,Grading,Drainage 3 Erosion Control Plan is Required by the Town of ' that is knowledgeable in the principles and practices of Stone Water Management Southold and Must be Submitted for Review Prior to Issuance of Arty Building Permit (NOTE: A Check Mark(.1)and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, �� `� c COUNTY (OAF...........................................SS 'I1at I .... •(Name of t) ••.••••••...........being dilly sworn,deposes and says that he/she is the applicant for Permit, tndrvidual signing Dorarmen And that he/she is the ......................................... .. .1b?.nL'1v C '•(0%-Contractor.Agent,Cogx le Of......... cer etG).....••... ...•••..............•..•...... .. j Owner and/or representative of the Owner or Owners,and is duly authorized to-perform or have performed the said work and to i 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, j Sworn to before me thi 5 r :..........._............... ssoo_....,,\da of.... .....,20.�.1 Notary Public_ ..��i ........ .......... i (Signature of Applicant) FORM - 06/10 {Votary Public State Of Mom Qualified in Suffolk Couflty Commission Expires July 28, 012-- . 37 Coe �d' �o'of SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 Cow, BUILDING DEPARTMENT TOWN OF SOUTHOLD October 30, 2013 Steven Romeo PO Box 155 Southold, New York 11971 ` RE: 374 C.R. 48 Peco is -• 1 N ins n ate 2,C atio of 'nsul ion r arc ore ' ee a equ 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 4J1/84) 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 Eli Steven Schaefer Associates, Inc. Consulting Structural Engineers SEP 19 2011 - - BLDG.DEPT. Memorandum TOWN OF SOUTHOLD 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 questi or concerns. PERSON!, UNLESS THEYARE �pF NE ACTING UNDER I'I�E DIRECTION OF ®F �'�®s®®`s � A. �A A LICENSED PROFESSIONAL ��� ® or i ENGINEER, TO ALTER AN ITEM IN ANY�'�--ty. I ALTERED, THE A. 6 a: ANY SHALL TO THE E 66 55 c z ITEM I••IIS OR HER SEALAND THE r �Al. s z� NOTATION °ALTERED BY" �` A �32 �� ,1/ FOLLOWED BY SIGNATURE DATE ®101A1�� �`"'� RoFESs10NP ry AND DESCRIPTION OF ALTERATION. NOTIFYIMMEDIATELYIF T ABOVE IS NOT ACCORDING 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 614-428-4400 Fax 513-542-5540 Fax 614-428-4500 4 REScheck Software Version 4.4.1 Compliance Certificate D FSEP � Project Title: Romeo Residence 8' 20�11 Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York BLDG.DEPT. Construction Type: Detached 1 or 2 Family TOWN OF SOUTHOLD Glazing Area Percentage: 9% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Old North Road Nancy Dwyer Design Consulting,Inc. Southold,NY Southold,NY . trade-off Compliance:30.3%Better Than Code Maximum UA:396 Your UA:276 The%Better or Worse Than Code index reflects how dose to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or •• Perimeter • Floor 1:All-Wood Joist/Truss: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%toply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Date Nam`` Ir �h 072 °m Project Title: Romeo Residence Report date: 08/31/11 Data filename:C:1UserslnancylDocumentslromeo rescheck.rck Page 1 of 4 / r CREScheck Software Version 4.4.1 NJ( 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 Frame: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 Joist/Truss: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: (j 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 seating exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Wood-buming 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 envelope 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 ceiling 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 loose 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 barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit 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 sprayed/blown insulation extends behind piping and wiring. Project Title: Romeo Residence Report date: 08/31/11 Data filename:C:\Users\nancy\Documents\romeo rescheck.rck Page 2 of 4 M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub 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: 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 U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics 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. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter 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 welded 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 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 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 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handier 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 Intemational 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. 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. Ej 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-heat-recovery systems. Project Title: Romeo Residence Report date: 08/31/11 Data filename:C:\Users\nancy\Documents\romeo rescheck.rck 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 (a)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: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-condifioning 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: 08/31/11 Data filename:C:\Users\nancy\Documents\romeo rescheck.rck Page 4 of 4 ` 2010 New York Energy Conservation Construction Code Certificate Insulation . Ceiling/Roof 40.00 Wall 29.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Door Rating U-Factor $HGQ Window 0.32 Door 0.28 NA Heating Cooling'Ecuflornent Efficiency Heating System• Cooling System• Water Heater• Name: Date: Comments: 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:100 CS,W GENERAL NOTES: W ¢ Z = _ = a � O = O m Z ~ m ~ N 1.) Suretight Insulated Panel Corp. is responsible for the des!gn of the SIP framing only. No 0 0 o o 0 LLI it responsibility is assumed for the adequacy of the wood truss framing, wood support beams or _ o a foundations, designed and furnished by others. o CL � W N 8 k N a � � ❑ a - ZUj 2.) Always handle sips with care. Do not lift by top skin. ° a 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 splines & 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 F E ti € � 0 0')5.) Provide 1-1/2" diameter access holes in sill plates to align with electrical wire chases in SIPS. _,.,. w CU > 6.) Hold sill plate 1/2" back from edge of floor system to allow full bearing of SIP OSB skins. z U) 7.) Use sealantiadhesive on all wood to wood connections. Use manufacturer provided foam 000 compatable sealant adhesive on wood to EPS, EPS to EPS and wood to wood connections where o z sealant/adhesive may contact EPS. _ L o Ocn 8.) Provide level &square foundations &floor decks to support SIP walls. Tollerences should be '(�OF NEIy r > 1/4" in 40'. yp -1 A. ciA p9 m I- 9.) Do not cut SIP skins for electrical chases, use factory 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. t LU t� 2 J 11.) Remove debris from sill plate area prior to SIPS installation. �� w 9 863'2 �, Z a 12.) Do not install SIPS directly on concrete. Minimum 1/2" treated plywood capillary break 90FESS10N < required under SIP skins. � �_ ��Za/►I p o ~13. Do not dropSIPS on corners. i n =' NM J 14.) Do not put recessed lighting in SIPS. D o 15.) Panel Screws: Screws with pancake head by Trufast LLC or equilivent. Do not over tighten � : ' Z W a panel screw fasteners. Screw heads should be flush with exterior SIPS skins. Wall corners @ 12" i— U) o W centers, Roof to all support members @ 8" centers. Z 16.) Fasten SIP skins to structural members &splines using 8d nails or 1/2" crown staples on 6" _ w 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: 06/14/11 18.) Treat entire building site including foundations& structure for insect/termite infestation prior to PROJECTM 05111 application of finish materials. , DRAWINGM 100 19.)Always rovide mechanical ventilation such as an HRV. or ERV. Consult an HVAC contractor "` GPH for OR ANY REVISED:proper sizing of mechanical systems. IT IS A VIOLATION OF LAW F DRAWN : 06/01 1 20.) Provide proper flashing around all window & door openings, consult window & door PERSON, UNLESS THEY ARE ;07/25/11 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 sur 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 SEALANT THE suretight.com) 105 ROOF OVERVIEW NOTATION "ALTERED Sr 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 W 0 a a Q SURETIGHT INSULATED PANEL CORP.-72 EAST HILLIS STREET/P.O.BOX 23-YOUNGWOOD,PA 15697 - P 5- 8 MW FORANY PROJECT:05111 POS:$$$ CLIENT: BUILD:Trish and Steve Romeo PLAMTING IARE DfREC VV A LICENSES PROFESS AI OF �Q�t SL A. ALL EXTERIOR WALL PANELS ARE 6-1/2 NEOPOR �.IONAL W a 5 z o z FLOOR PLAN 200 LINEAL FEET OF 4-1/2" WHITE EPS PANELS REQUIRED WITH WIRE ENGINEER, A�aLj;E¢ AN ITEM IN *y ��' � 9 ~ o � o o o w v_� azgo' � g ALTERED, x (Lzw THE z � � 0 � nz 208 LINEAL FEET OF 4-1/2"X 11-1/4" RIM PANEL REQUIRED ENGINEER SHALL AFFIX TO THE w } n W N S k_ ITEM HIS OR HER SEAL AND THE Oa ts-• U w NOTATION "ALTERED BY"1-0 3 60'4° FOLL do 8s32� ' + 61/2" �FESSIONP� ��6 1/2" 8'-51(2" 6�1_/t2o' 50'-3" AND DESCRIPTION nc A„ r 4'-8" 10'-4" 9'-7 3/16" 2'-5 1/8" 9'-411/16" 10'-10 1/2" 9'-7 1/2" 3'-5" r -rWIN O CV _` / 7r co ; O 2=13cu \ `oil O O� n 0 > WZ O N j M N CV N iV cp N N EN r 1 (o r- I e- a= zo r- O l0 M M N Z 3 1/2" N 10'-0" s Z-S ,� rn �= m L O I 2'-5" 12'-101/2" 1 E 3 1/2" 8'-6 1/2" " �. 4 3-7 O N O N CV I 5 1/2" _ O ul II J j i- / - 3 1/2" / I c Z 4'-6" 3 1/2" 3'-9" 4'-11 1/2" N 3'-0" 3'_0" OPEN TO BELOW o w M 6 1/2" \ J Z [ O 3'-3„ a 5'-0" I Q Z 61/2" 5'-11 1/2" a C° M M 0 3 1/2" j F- o c/) = F J 0wd = J f� 1- 3 1/2" ! t o W 00 6-9 3/4" l 3 1/2" ; _ 3 I YU) / (npq no3 X N O N. O �O-j N r i u- DATE: 06/14/11 M l =1 3 1/2" \��,\ �- c� O Q ih z 1 PROr JECT#: 05111 WA J � L 61/2" u _ _._.._._ ; s _j N DRAWING#: 101 RELOCATED (O ►{�--- \ 0 F- DRAWN BY: GPH 6'-6" 24'-0" =�w= 3 - 1-3/4"X11-7/8" LVLS--_ i os/3o/11 I I 6'-9 3/4" _M�~Q REVISED: q 6-5 1/2" o � _, �� ;az FLUSH WITH CEILING .- 14'-2° 07/25111 Lo j _ _ 7=G 6=F 1 co ti 3'-5 1/2" 3 - 1-3/4"X11-7/8" LVLS (° 4=o I L 6 1/2" r --- _ m 2'-3" 6'-9" 4'-1 9/16" 2'-11 1/8" 2'-11 1/8" 2'-11 1/8" 7'-7 1/16" 3'-6" 4'-3 11/16" . 2'-11 1/8" 3'-9 3/16" 5'-0 7/8" 3'-1 1/8" 3'-1 1/8" 5'-0 7/8" 1._._..........._....._._._....__—."-__......._......_..,._.._......_..__. ._.__....._..._...___..___.___._.__.....................................____.___.._._.._._.._._.._...__-----------------__._.._.___......___....._........_._.._..._.. ._........._.....y_._..__..._._—_._ _.__.._.._..__ _—__._.�.y _..__._____...._._.__...__._.._......_.__....___.._..._...-..__....-..........___..i; r0 91-0" 24'-0" 11'-o" 16,-4„ 0 uj 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 w PANEL WALL PLAN (A) 31/2" A3 = a 0 0 0 4'-2 3/16" 4'-2 3/16" D 2'-7r 3/4 t 3/4" N 6 1/2" f' �r —� 6 f_ cD o 0 m 0 ? W = a z w w FLOOR WALL PANEL e d' J U a i w v ¢ o w LETTER WITHIN _ _ 155 j - g 180 = o LL zo a WALL zt 50 Cl)3 o in Cl) CV /-'� NT , • [ i- O o a ¢ 3 A2 �r --------- N I D5\I N N --------- ---- --- •- --------- XOX N N I <- 0)�T(jf�T M 'r 502 ems-- ( I l N i p� N 00 i N 156 iv d 0` bo ` ; 179 m ALL PANELS ARE 6-1/2" NEOPOR _ r ~0 183 \ 182~/D4 181 ��� 0N° �i ALL PANELS VIEWED 00 A4 ' - 00 Zn I D3 ) oo � o f NEW N �� zo o �D1 j 1 ��� ~ w c�6� O 1 I 0 > FROM THE INSIDE �� ` p c Y0,9 Ate: (D Z ij D2 1 178 U) PERIMETER OF EACH WALL �G * L _ :�: _ : __ s _ xs o� . . .. z Z:E & OPENINGS TO BE ROUTED , 5'-51/2" 3'-2" T-101/2 2'-21/s" 3" 3'-6�1/8" 3" 2'-21/8" Co C6 -o tu 1-1/2" FOR 2X LUMBER z j ~ O� C? 16'-6" 3'-11 13/16" 8'-4 3/8" 3'-11 13/16" '�J INSTALLATION. pA g6324 ��� �$ - GF 0 I� 16-4' p. Wall 1 - GF 0 PANEL TO PANEL 90FESS10N j/Zq fly Y T' Group: 0 .}............................_....._......... --._........-... Wall a- r Scale: 1 :64 co Group: 0 w JOINTS SHALL BE VIA DOUBLE 60'4" Scale_ 1 :64 V 3/4" X 3" SPLINES. UNLESS T-1" 3'-2" 4'-9" 8-0. 24'-0" __...._17'-4" _ w 6 1/2" f- -I.— -{-- ►{----- -{ + -�P NOTED OTHERWISE. - - - - 161 - - - - - - - - r.:....:159 '........ T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r M �r ry-4-C a L CD l B2 B4' ; - °° W ----------------- ---------- B1 �_� , _ � :V, a w DENOTES CEILING ATTACHMENT = `L! 160 ;; 158 LO ji bo: _ 0' 157 J TO PANEL WALL SIPS-36 ; \ - - a :; :; DETAIL ATTACHED cO 162 i B3 ) o ( 65\ti Oo �� Z 200 LINEAL FEET �-� `1 � ' - CO � " 10 Ch o o M = c ° OF 4-1/2"WHITE ----- ----- -------------------- _ W. o r - ~ Om ° W EPS PANELS ' W Ln 3 4'-6 1/8" 2'-2 1/8" 3" 2'-2 1/8" 6'-6 9/16" T-6 1/8" 4'-9 15/16" 2'-6 7/16" T-6 1/8" 6-9 3/8" 2'-2 1/8" 2'-3 15/16" 0� z 3 REQUIRED WITH WIRE CHASERS 3" 3" 6 1/2' GF 0 DATE: 06/14/11 208 LINEAL FEET 04 N - GWall 2 roup: 0 PR0 11 � — OF 11-1/4 RIM _ Scale: 1 :64 DRAWING#: 102 DRAWN BY: GPH PANEL REQUIRED iN a'-425/32"+ 31/2" 2'-61/4" 6 1/2" I G1 I G2\� r—�-* v I REVISED: co �_ wtt� �!i �� \`_-/188 -1 06/30/11 4'-0" 6 1/2 rn t t M y i• i - r� € t c» 07/25/11 ...t...�..11 + N N t N N N - 189 - A VIOLATION M Cl) IT IS OLA OF W FOR AN ±� i r �N m 1 a6 Fz� ' N .{ ; L- ' PERSON, UNLESS TH ARE co 187 to C?/ F1 Co ACTING UNDER THE 1RECTION O Cl) 185 ;j A LICENSED PROFE.S ION A'L ` - ( I ENGINEER, TO ALTER AN ITEM IN 0 184 - „ �; bo ANYWAY. IF ALTERED THE �E 4'-6 17/32"+ 2'-8" ENGINEER SHALL �� -I �'--I--� ITEM HIS OR LL AFFIX TO THE 7'-2 17/32"+ „ „ „ „ HERSEAL AND THE 1-5 1/8 2-8 1/8 3 2-8 1/8 11 5/8 �� GF 0 N �..+r .4 NOTATION ALTERED Y" Wall 5 GF 0 1'-0" 8`4' 2'-0" co Group: 0 GF 0 FOLLOWED BY SIGNA1Q RE DATE r � (0Wall 6 �, Wall 7 .+ , +} Scale: 1 :64 -4-- Group: 0 N 11'-01, Group: 0 AND DESCRIPTION OFALTERATION `O 3" Scale: 1 :64 2 Scale: 1 :64 3' o +'- a_ 4 1/2" 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:103 PANEL WALL PLAN (B) 1'-o5/r 5/16" ul W __ 9 13/16" 5" 9 13/16" �* P 2 z o m Cl) co � o � 000 � FLOOR WALL PANEL c7 17711 11 -C8 QTrTF W 0 J Z LETTER WITHIN - _ _ U N N > � w w M T 2'-0" pp =p S0LLQZw � WALL 00 a ¢ 3 N N 9 112" _ A c" .- CV N to M N W X Q X 1'-51/2" 167Cq j" - C11 Zo T CD 1C14 �-1/2" NEOPOR 1 7 (oALL PANELS ARE 6 76 ALL PANELS VIEWED - iv 5'-3 3/4" = - 10 3/8" M M m j 1'-2 1/2" THE INSIDE C4 CC) N �+ �____ __ = __ N 173 CS ----- FROM C10 _ _ === N '= _ = - - - I o �o}} - I. - - - M - - 'v 1 - - - - - - 10 3/8"Cfl '. �,- ,a - i fi cO i fi PERIMETER OF EACH WALL N �' ¢B 174 I 1'-8 1/2" =172 N M ; 1'-8 1/2" & OPENINGS TO BE ROUTED a _� �' 177 -------- f - 166 I - - ;! ! _ z Z 164 o 1-1/2" FOR 2X LUMBER : C2 cs ; 169 c12 m p n iv 5' C1 O 2" -2 1/2" � 5'-2 INSTALLATION. 1; ! c13 163 c� ;, 175 i C9 c15 PANEL TO PANEL - -- - - - - s JOINTS SHALL BE VIA DOUBLE WIN 'i' !a w 4 mid '. V -3 7/8" 5'-2 3/4" 4 9/16" 8'-0" 1'-8 1/16" 2'_7 1/2-, 6W 7/8" 7'-10 3/4" 3'-1 5/8" 3/4"X 3" SPLINES. UNLESS 2' _ - w NOTED OTHERWISE. _ 37'-11" z N -� - - - - GF o a Walla 0 3„ 3„ - 3„ 3„ 3„ 3" Group: 0 W -------------------------------- co N Scale: 1 :64 1-- DENOTES CEILING ATTACHMENT J CU o TO PANEL WALL SIPS-36 a DETAIL ATTACHED �S OF Ne z A. yp " S w a =CO ONE JACK,THREE STUDS H o W CONTINUOUS _r 't W N 3 N 6 1/2" 1'-3 112" 5'-6" T-6" 11'-51/2" 2'-9 1/2" 6 1/2" -1~� - - - - - - - - - - - - - - - - - - - - - - - - - - - -t-~ OA e6324 ( DATE: 06/14/11 _ "�- 9��ESSIONP� �1La11I 1PROr JECTM 05111 `\� 196 ( 16 193 15 <:: 17 i DRAWI� NG#; 103 192 -*N DRAWN BY: GPH ---- _:: ANY 190 co O 006�35�11 r IT IS A VIOLATION OF LAW FOR RE PERSON, UNLESS THEYARE 72 „ ,- �� 197 195 ACTING UNDER THE DIRECTION OF c0 N H zt A LICENSED PROFESSIONAL ( ) �� " 194 r M M 194 194 o 13 �' (ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF ALTERED THE T` ENGINEER SMALL AFFIX TO THE 191 6-5 1/2"r' �p .. *� }........ :......:: ITEM Fi1S OR HER SEAL AND THE "1 ' ' NOTATION "ALTERED BY" pig zo-+'- GF 0 ONE JACK,TWO STUDS co co M � FOLLOWED BY SIGNATURE, DATE, 4 1/2" Wall 8 CONTINUOUS Group: 0 N N N N AND DESCRIPTION OF ALTERATION. - } Scale: 1 :64 =_} ® ® ® ® GF 0 00 7 -4- o _44- � 44- Group: 0 0 41/2" 41l2" 6" 6" 3" Scale: 1 :64 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:104 l'-0 5/16" l'-0 5/16" W � �PANEL WALL PLAN (C) = a . o mti� az0 13/16" 59 13/1 F NEV (D a FLOOR WALL PANEL 2�o /s ( Ai ryP �.o a = w o o � Z G 0z w = a z w LETTER WITHIN —� `J * a N W o a G WALL 203 201._.. * S o a 3 - N ' _ M Iir - 2 0„ ltl { G X O CP 04 X "' 9 1/2" _ N cv co rn O 86324 ALL PANELS ARE 6-1/2" NEOPOR i 1'-5 1/2" �, .09 DFESSION� o ALL PANELS VIEWED j J7 iv 9 1/2" cn FROM THE INSIDE _ :;;; Poo 8 M 2'-6" w M �o ar N ch 199 198'- M w cB ,d - - O PERIMETER OF EACH WALL N j IV OF LAW FOR AN o_ � IT IS A VIOLATION Y o o�& OPENINGS TO BE ROUTED ; ;;; PERSON, UNLESS THEYARE O 12'-2 3/4" �J4ACTING Ufa! .~• 1-1/2" FOR 2X LUMBER \ DER THE DIRECTION J � a= A LICEN ON OF o s v2° SEO PROFI=SSIONAL °° f- ocn INSTALLATION. " J1 ) (J2 ENGINEER, TO ALTER.� ER AN ITEM IN ..I zo2: ! - ANY WAY. IF ALTERED, THE PANEL TO PANEL ! ;205 204 °° SHALL AFFIX J3 ENGINEER SHA !X TO THE JOINTS SHALL BE VIA DOUBLE ITEM HIS OR HER SEAL AND THE . 3/4" X3" SPLINES. UNLESS L L ,------}------------------- -'I" } '� I NOTATION "ALTERED BY NOTED OTHERWISE. 1'-11 3/16' 8'-0" 1'-513/16"r 6 13/16" 7'-8 3/16" rT• 6'-7" FOLLOWED BY SIGNATURE, DATE W ................................._.....--------__...._...- -------- -...._....-I AND DESCRIPTION OF ALTERATION. a 14 10 0. o 26'-3" GF 0 W Wan 10 200 LINEAL FEET GrouScale :64 Lii OF 4-1/2" WHITE 3„ EPS PANELS Z REQUIRED WITH o WIRE CHASERS ; W a 1o � o W y ° 3 cri � z3 1 co) � 0 06/14/11 + ' ; EIGHT REQUIRED ATE: tf1 c::-^x^:a' C2 N N _ -, M PROJECT#: 05111 N 510 _ � � ONE REQUIRED DRAWING#: 104 00 _ 41/2" 4 1/2" I ti „ „ DRAWN BY: GPH M N Zt 1 1/2 tt 1-1/2 -lit 512 r 2061 co REVISED: \K 06/30/11 °D 00 (INL - - i 511 s '� S / IN1 S i S 2 ' S zo 5'-715/16" l'-115/16" 2'-2 1/8" r- ►i j I 9' Li -O" s CO 3„ 3„ GF 0 N 24'-0" iv 8,_0„ Wall 11 Group: 0 �. . ` -......................---......................_._..........._.............._.....__._..........__..._._.__...-- ----.._._._._._...._.__........_.__._......... ---.............._...._..._..... 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I RIDGE AND m VALLEY BEAMS ...........-- ---- i! 301 = 5" X 24" BEVELED / E �L !_ Q : POWERBEAM —:=-301 - — -- o- LR3 LV 302 = 2- 1-3/4"X 11-7/8" j BEVELED LVLS ; 311 f^ I i. ! �� . Cl) a .......................:..........................._...__._...---...................; FR2\� j J i t 7% 8 I U a FR3 FR4 FR FR6 FR FR Z 303 = 2- 1-3/4"X 9-1/2" \ - N ; LO T !g o BEVELED LVLS co U ` /D H N I wxw a ALL VALLEYS DESIGNED I2 ! RR3 320 E W g Co 321 ' & REQUIRED I ; ���, /, LR7 518 i ..._...__......._.__..__ I N > I ! F i TO HAVE 2 - 1-3/4" LVLS LET IN CLR IDATE: 06/14/11 l ;!1 ( RR2 J 529 ! PROJECT#: 05111 / — LR5 DESIGNED TO 309 '� i ± DRAWIG#: 105 1 319 LR6 HAVE 2 - 1-3/4" LVLS LET j R1 `I '; _ !, ��� I DRAWN B GPH I Y- REVISED: IN ON THE HOUSE SIDE M�� '' ! ! OF THE ROOF PANEL E - O6/30/11 k ` co I i 318 RR4 ------ - — - moo, R �OF NE R1 317 ALL BEAMS SUPPLIED AND y� 1 LR5 '! Q� ��- A' /p 1'-6 1/2" 29'-11 1/2" FURNISHED BY OTHERS y� G�.P ,9 'S� o �o _L Itu Lu J 1'-0" "16'-4" 1'-0 2 v 8632A �� AR� �sS{o�P� �r�/,l F O W J Scale: 1 :64 m a n. 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:106 FRONT62'-4" _ ? z = o & REAR 53-4 = 000 � " w a z m — m to FR1 PANEL ROOF '' -- -- _-.�— ------_ --_-- Z W a z W W 8'-0" 6'4" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 0 w v = C, a Z PLAN r—'- '--- - --.._.I._...--- ---.�.----'-"---- - .� ---_--- -- ---- --- --- __ .1- ____ _-______ _..... _ _ _ __ __ _._-- — t.------ __.� >- 7) W d u� 0 U. w F U. a zd � 3 1-1/4" ALL PANELS ! I ARE 10-1/4" i ! i NEOPOR ! E ~ _ ! ! rn PITCH 6" IN 12" °° ! co m r o ! o i o t> j coo ! o N O� M ! M ! M M M I M O ALL PANELS PLUMBr \, ! ,/ \ cn -moo BR1 BR2 I BR3 BR3 1 ! i BR3\ I BR3 ; I BR3 i ""� ' z o2S O CUT @RIDGE AND L/ t ) ! ! ? 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LO 1-1/4" W 6'-6" 8'-0" 6'-8" 8'-0" 8'-0" 8'-0" 6'-8" 8'-0" 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:107 0 F F RIGHT & LEFT WWgz 0Z = a 2 = O y 0 2 ~ m ~ N PANEL ROOF PLAN ~ � � 00. z a z w w x 0 j a OFN�y Q W000Z ALL PANELS y �, A. O � ' = WN0 � N a 0 z o a - ARE 10-1/4" NEOPOR PITCH 6" IN 12" Z 5'-8 3/4"+ 5 1/811 �A 86324 N ALL PANELS PLUMB 5 g 3/q + 9�FESSION � '� 0 cy CUT— CUT @ RIDGE AND 0 0 VALLEYS a �z ^ �\ z 00 OVERHANGS AS NOTED RR3 oo r \\ zE // �f \ ON ROOF OVERVIEW / .321 `° ' �\ m An �o LR7 320 RR5 DESIGNED TO SIT ON LR5 1-3/4" / +� �1 ' \�\ X 1-3/4" I RR2\ 529 7'-5 7/16"+ oo o 2'-8 7116" _ OD ' °D 14'-8 3/32" \\ 5 1/8" J 5 1/8" 7'-5 7/16'+ , oT W 2'-8 7/16" 14'-8 3/32" °° ' ~ �( LR4 i j ( LR61 319 ' N R \\ IL in ; i j/I j i , r , RR4 ` 311 8 i , �\ W C co , I co e //312 N Q m 1-3/4" / 1-1/2 1-1/2" R 1 317 �. in , �_ / r N CD o �- o Z j 311 ' 16'4 25/32" 51/8" r r =— ---------------- j i��X (�R3 5 1/8" 16'4 25/32'r 5 1% 5'-0 31/32"+ �} " �:. o _/• 711/16" 1-1/2 N 0 f 51/8"+ 8'-4 5/8" , ►� W J y 6'-1 25/32"+ iv 8'-4 5/8" 5 118" �- -..._......-._._..__....-------►�:- co 3 - 51/8"l'-1 13/32"+ 9'-1 9/16"+ 10'-3" 5 118" ' } 4� 06/14/11 518 1-1/4" + _ _ 5 1/8" 10'-3'r DATE: m 1 -------_._..---...-........_..._6......_.-._......_..-.- PRO 05111 1 13/32'+ 9' 1 9/1 + 5 1/8' r...t.._ .f..t.. N �� M 3-1/2" � — i DRAWING#: 107 LR2 1-1/4" ` 'n DRAWN BY: GPH \ �' /51/8" m co d' ' IT IS A VIOLATION OF LAW FOR ANY REVISED: / I iv r '5 1/8" - , - PERSON, UNLESS THEY ARE 06/30/11 1° 1 ACTING UNDER THE DIRECTION N o LR5 ' �° ECTION r N R o � `� �� , � � OF A LICENSED PROFESSIONAL 7'-3 7/32", '1'-1 7!1 s�' ENGINEER, TO ALTER AN ITEM IN + j 7'-3 7/32" 1'-7 1 s" 1-1/2" ANYWAY. IF ALTERED, THE ENGINEER SHALL AFFIX TO THE zo 309 ' ITEM HIS OR HER SEAL AND THE 3- 1-3/4" NOTATION "ALTERED BYy i" �1 FOLLOWED EY SIGNATURE, DATE, ���' AND DESCRIPTION OF ALTERATION. cn 0 W 0 w aa. SURETIGHT INSULATED PANEL CORP. - 231 THEOBOLD AVE. - GREENSBURG,PA 15601 - WWW.SURETIGHT.COM - PHONE 724-689-1081 INTERIOR FRAME CEILING TO PANEL CONNECTION 4-1/2"OR 6-1/2" 8d NAILS @ 6"OC TO EACH 2X10 E FLOOR SHEATHING 2"MIN 2-112"MAX 9"SIP SCREWS @ 12"O.C. W/OPTIONAL 1-1/2"WASHER fri 1 i 3 3 2 X 10 CEILING JOISTS ��OF N� SL A. ALWAYS ATTACH FRAMED WALLS FIELD APPLIED DRYWALL AND CEILINGS TO SIPS WALLS AND ROOFS USING SCREWScr ILI R, �.0 86324 �� RQ�ESSlON�`�� ��2gln IT IS A VIOLATM OF LAW FOR ANY PERSON, UNLESS TREY ARE ACTING UNDER THE DIRECTION OF A LICENSED PI?OFE"".IONAL ENGINEER,TO AI.TE"R AN ITEM IN ANY WAY. IF ALTERED, THE ENGINEER SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" SHEET TITLE: FOLLOWED BY SIGNATURE, DATE. SURETIGHT INTERIOR FRAME CEILING TO PANEL CONNECTION AND DESCRIPTION OFALTERATIOK IMOULATEQ PANELa SCALE: LAST UPDATED SHEET NO. BUILD SMARTER. LIVE BETTER. NTS 07/25/11 SIPS-36 NOTES: SURVEY ®E PROPERTY 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2. REFER TO FILED MAP FOR TEST HOLE DATA. SI T UA TE 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. T T 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP J�LJECOIC 11\V� 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEW,ALL AREA.1 POOL; 12' DEEP, 8' dia. TOWN OF S 0 U T H 0 L D (^� PROPOSED EXPANSION POOL 0 PROPOSED LEACHING POOL S U F F O L K COUNTY, NEW Y O R K � L__=__ 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' FEBRUARY 6, 2008 TEST HOLE DATA SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 9, 2011) MARCH 30, 2011 ADDED PROPOSED HOUSE 0' JUNE 27, 2011 UPDATE SURVEY DARK BROWN LOAM OL `�G \p p BROWN SILTY SAND SM y 45.1 S AREA = 91 ,779 sq. ft. 4.. Q 2.107 ac. F'� � PALE BROWN FINE TO COARSE SAND SW ° 0 tX 0 9 10' ��`'� G�P SS�GO�IG A0 90 0 9ti �.� kP�9° JO eJ OIL P90�PQ 9 z y��• .F• s PALE BROWN FINE TO MEDIUM SAND SP SO�G�{ O>,� l- O y lS I 204- �Q Y F���� ,o �P•� a u ° syFs J 01 ,pi 40 sT�' y�,FF. O� 'S. O� �• gyp. �P�Q. p Pp Ir �. \ a \ m�..... \\ s off___--- _ ' • + .. , �r �� 20 %51 33.3 F \ � � ' �. o kp J` .. 919,�0 0��,4 4° Q0r7�.4 \ \{ i '� 0� UNAUTHORIZED ALTERATION OR ADDITION 00} • ��1 TO THIS SURVEY IS A VIOLATION OF TEST HOILE SECTIOTON209 OF THE NEW YORK STATE I u l '� � COPIES OF THIS SURVEY MAP NOT BEARING v�(� 0 ! THE LAND SURVEYOR'S INKED SEAL OR 1Q- \�0' % I \��' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ' FPS CERTIFICATIONS INDICATED HEREON SHALL RUN \ kS` ONLY TO THE PERSON FOR WHOM THE SURVEY \\ 0" \� �V IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND \ / LENDING INSTITUTION LISTED HEREON, AND !� S - v TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. o 2 \\\ 40 THE EXISTENCE OF RIGHTS OF WAY o \ / AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE NIMUM Nathan Taft Corwin STANDARDS FOR TITLE VF,�($-/�,.E$T HED III FORT L USE BAN r;mv CFI` s BAN TITLE ASSOCIATIO 9s ��°� Land Surveyor 01 Successor To: Stanley J. Isaksen, Jr. L.S. _ 7 Joseph A. Ingegno L.S. —— d� Title Surveys — Subdivisions — Site Plans — Construction Layout �DIANfls PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 28-024B } NOTES: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10. SITUATE PECONIC TEST HOLE DATA TOWN OF SOUTHOLD (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 9, 2017) S U F F O L K COUNTY, N E W YORK — DARK BROWN LOAM OL �, 05 S.C. TAX No. 1000- 69 -04- 10.3 BROWN SILT! SAND SM I 2 f SCALE 1 "=40' ° PALE BROWN FINE TO COARSE SAND SW F E B R U A R Y 6, 2008 SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT MARCH 30, 2011 ADDED PROPOSED HOUSE JUNE 27, 2011 UPDATE SURVEY SEPTEMBER 19, 2011 STAKE HOUSE FOUNDATION OCTOBER 7, 2011 FOUNDATION LOCATION PALE BROWN FINE TO MEDIUM SAND SP 45.1 V AREA = 91 ,779 $q. ft. \ ' ���� 0� Q » b� 70. 2.107 a c. '13oNit G a6�� LP o�Q Joy\` 4o�P4o�tiG QO ��9 o�91'' F o�+�`l s0', I S C `9 ,9 5� b5 ',-'• T SO,�/�yS�s \. 204, 3�FY� <1501 •1. ? .00 .............. 't`R . \y�P�� S _c \�P� �O�pF u _c.. u k .. ., •OO k �• o� ................ ... .............. v.Fl, ��P�� O� sy 'yob ^ :� 9.�. C` �' �'•�P� u ... < u,. �O�` u u.. k P�,GOB � Q-P� A.`' Z � �cS l� p lee 33. K, u + S 2 �9rF s �� s 1� O 0. ;;�,*9s� 'o s 0. 01 �j G O. csy �� F` �4 7 .. .... .....• i &C) 10 r�C A9 /// \\\ �2VF \\ v I 1 UNAUTHORIZED ALTERATION OR ADDITION 'Oo, / \ c \ tt..!! TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE // T3S0 HOLE \\ Q UEDUCATION LAW. OCT �011 COPIES OF THIS SURVEY MAP NOT BEARING / \ o THE LAND SURVEYOR'S INKED SEAL OR IQ. 15%/ ! \ \�V EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. BLDG.DEPT. CERTIFICATIONS INDICATED HEREON SHALL RUN S TOWN Of SOUTHOLD ONLY TO THE PERSON FOR WHOM THE SURVEY O3 / IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND O� LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY o / AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. A r PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin a BY THE L.I.A.L.S. AND APPROVED AND ADOPTED III FOR SUCH USE BY THE NEW YORK STATE LAND Q J TITLE ASSOCIATION. Land S U r V V 7`, O r 0, �9s a O of r�Ew Y .0 30.3�P�� p1 yet' 1p,�T co�'P,� 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 `SQ 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 28-024D F SURVEY OF PROPERTY - cn �, " cm L+��.rt SITUATE La) PECONIC TOWN OF SOUTHOLD LC SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-69-04- 10.3 SCALE 1 "=40' FEBRUARY 6, 2008 SEPTEMBER 30, 2009 ADDED PROPOSED UTILITY EASEMENT � 9l MARCH 30, 2011 ADDED PROPOSED HOUSE ' JUNE 27, 2011 UPDATE SURVEY Oti�4� SEPTEMBER 19, 2011 STAKE HOUSE FOUNDATION OCTOBER 7, 2011 FOUNDATION LOCATION 451 OCTOBER 16, 2013 FINAL SURVEY kp �Qo , 70• AREA = 91,779 sq. ft. 60�oo PG,��Q` �p3�• �6'• �.�� 2.107 a c. tih' . • L �1G0�1G Ir0,, NOTES: d • s 4�� Olt 0 � 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ° �IQ <1\ t2n Q EXISTING ELEVATIONS ARE SHOWN THUS: J. D \ .9. 0 S 2 11011. �SO O� !� J ♦a d , tl�y • a • dLill y� \ ° •O •• • ' 1 •' •' • °• d• O 10 F r y • d �q� _ • °. • °j d a q,� ' d •• •a.• d • •, • �?' ' 'E y ♦ S O�0� �A/ ♦6 °.. ••' ; d• • r ° :s� q 'F,y ,�, ••.• So � ,�fj( may,,.. � 33.3 ;, • •' .. �, • o • g . 0� r.J • •� ..•:. 41 x ° •' • D.sp�s. p�►�:7 � Jai. ', ���o• ��� ��•(. p fA WCr) t '\ D SEPTIC SYSTEM TIE MEASUREMENTS O ro �' 4 ''.' ✓ \ UNAUTHORIZED ALTERATION OR ADDITION O $ a // l?y � d•• \\ �+�Y HOUSE HOUSE SECTION 720R9 OFS THE N NEW YORKSTATE � D p 1 �� o G • // CORNER �A CORNER QB EDUCATION LAW. tT i n w «' -v� /// 33.0 �� SEPTIC TANK 25 19.5 THE LAND SURVEYOR'S INKED SEAL OR W ,+ 9 , , COPIES OF THIS SURVEY MAP NOT BEARING _ 0 COVER EMBOSSED SEAL SHALL NOT BE CONSIDERED en '' '�" m t;n C S . • / � 40' 32.5� TO BE A VALID TRUE COPY. _ C' � � �� � '`/ 'e{ 'v LEACHING POOL _ C co i / d� p loe '�� COVER SHALL RUN �i `S // ` C� IS PREPARED,ONLY AND ON HIS BEHALF TTO THE CERTIFICATIONS N N p � X m / • / ' TITLE COMPANY, GOVERNMENTAL AGENCY AND '` • ' / Q LENDING INSTITUTION LISTED HEREON, AND 4j k Ste, .d ,. ..� v // ; v TO THE ASSIGNEES OF THE LENDING INSTI- "�•• t p M O • / TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 9t x 0 .+.-. g; �70 ,�''G• / • � '• THE EXISTENCE OF RIGHTS OF WAY c� 7G d o AND/OR EASEMENTS OF RECORD, IF t-f. 5' T y ��n� ANY, NOT SHOWN ARE NOT GUARANTEED. v i ` 0 rn rn �� N �j �o o S 1 o .� O PREPARED IN ACCORDANCE WITH THE MINIMUM w �' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED. Nathan Taft Corwin O 8Y THE LI.A.L AN S. AND APPROVED D"ADOPTED.7` ,� FOR SUCH USE BY THE NEW YORK STATE.•LAND'�: S J9 TITLE ASSOCIATION. v0 ............. s •� �` � Land Surveyor .O tK : y_ Successor To: Stanle J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout '�✓;�,, i7 , t© - PHONE (631)727-2090 Fax (631)727-1727 1AM�V`<�►" OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 1♦T Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 — 4 N _ ROMEO RE51DENCE z _ � p u O _ QI— O N w z r a J tf) W Q W z E ® z W p (U Q [O O NZ W p } o Q [IFT ILL i p W ' jIT- ]MILlutm _u IT Lu 0,/ z 00 TW2032 30G8 4 -j 0 p 0 S. . LLW2GJiO W26410 W26410 UW2G-4 W26410 W2041 W34410 W2041 u u � o in o � III lffl=o=: . 111111 Lu U z W FRONT ELEVATION o 0 SCALE: I" = I'-O" - II J W IIIry o 0 O CZ APPROVED AS NOTED f1 B.P. #�.`� i FEE: BY T— Y BUILDING D Pip, m F P.1r 765-1 02 8 AM TO 4 PPS, FOR FH,r.. PLUMBER CERTIFICATION UV!NG INSPECTIONF ON LEAD CONTENT BEFORE - T'•,VO �r ;?IJIRED R POURED CFRTIFICATEOFOCCUPANCY _ POURED CONC�'�..'E GH-FRAMING.Pam;;;Ae,NG.CAUL SOLDER USED IN WATER3. z t� STRAPPING. ELECTRICA_ � I!" SUPPLY — � INSULATION SUPPLY SYSTEM CANNOT _ . FINAL-CONSTRUCTION E;,TP EXCEED 2110 OF 1% LEAD. p/ U — ® ® ® MUS'EE�:aP.1F._1'. �c-.K L CONS'R.'JCT!Ci,% `jHAL' MF'v-7 THE LL.I z QUIREmc-N-S 4, "HE W203 W203 W203 2868 ! RK ST:.'£ N IDT N� p FWG8068 S OhSIi3LE FJr O i ESIGN OR CONSTRUCTION ERRORS pF NEW y Q (n �- W34410 LW344 10 �P �•DEER�O�� Z ?� Ln �ETf!,,rV STORM WATER RUNOFF OU CLu 'URSU.ANT TO CHAPTER 236 �, W z ZZpm F THE TOWN CODE. ti Q C� 0 �o w BUILDING DEPARTMENT CRIT IA O C 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL ECTION 310 BUILDING CODE N.Y.S. rr"< SST USE DWELLING UNIT-SECTION 3 10-310.2 u �� O 2 HEIGHT TOTAL!19'-8u BACKELEVATION f�� - €SSE' IS U !FUL FIRE AREA(sf) 1862 SQ.FT.j Ef 3 TYPE OF CONSTRUCTION WOOD FRAME 8 SIP PANEL CONSTRUCTION WITHOUT � I i� CERTIFICATE r �I � 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-2001 HIGH WIND EDITION WFCM (•J SCALE: 4' = J -o" �� �� yy 5 FRAMING ELEMENTS SEE PLANS 8 MANUFACTURER DRAWINGS .� OCCUPANCY C j 6 DESIGN LOAD CALCULATIONS PAGE 3 � DO NOT PROCEED WITH 7 WINDOW AND DOOR SCHEDULE PAGE 7 I PAGE: FRAMING UNTIL SURVEY 8 LOAD PATH REFER TO BUILDING SECTIONS 9 NAILING SCHEDULE AS PER MANUFACTURER OF FOUNDATIOiv LOCATION 10 EGRESS RE HAS BEEN APPROVED. ELECT I I PLUMBING RISER DIAGRAM PAGE 7 j I K UM$ING RICAL 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS 13 TRUSS DESIGNSIP PANEL ALL r _.i�-' rjr'.AIASTE '� PFCTION REQ UI '� 14 ENERGYCALCULATIONS DRAWINGS ATTACHED DRAWINGS ' TESTING BEFQRE COUERIN0 ; N _ z FT1O Diu lu lu r- O 21 ; 0 LU — J U) Lu Q vJ z LU J w Q H N A m ILLLILLLLL 81 81 81 81 81 81 O oOC Q > oL Z 00 U = c O N � {a p = z 00 N RIGHT 51DE ELEVATION 11J SCALE: 41 = i]-oil z w LU � Q O LLLJ w CL/ z 0 O O o O 21 LU ILLM U — z_ � 2868 �_ 0_/ U — LJ z J a C) Ln NEW U z 1� DEERkO — O z z (n = LEFT 51 DE ELEVATION Cy LU sFo o. 012h �. O SCALE: J, = I '-O° '°RO E S�p� PAGE: 2 Z O p _ SEAON p lu O z b O� 15'-1 1/2" O uj Z J W o_ 7,.• Q Q F- ° p p m I b I I p• � 4" P. CONC. SLAB ON OW COMPACTED FILL I O i R-19 INSULATION - ? tj N ( O w w ' N O N O N O ul H = p O N J — x I ) O Z = � r` I o: I N aU N Ua O PROVIDE BEAM POCKET IN 3 2' COLUMN BURIED IN O U FOUNDATION WALL;SIZE 2'-0"X 2'-0"X I'-0"POURED 14 AS REQUIRED *TAR ALL CONCRETE FOOTING MT.ALL) Is-1„ 4 8„ O cn cn 3- 14"X 118" LVL _ la-1 1 1/2" F 7 F —1 _ _ _ _ _ DROPPED GIRDER o. .— .— .— ._ .— .— : : — :—:— :—:— :—: — : — :— : — : — : �' — I FIBERGLASSDRYWELL 3- I �"X I I �-� LVL Ll PI H W/STEEL REINFORCING; DROPPED GIRDER BASEMENT UP O I PROVIDE 4" P.C.SLAB m \ I I ABOVE WITH DRAIN U o 9'-0"CEILING HEIGHT F• �— 3 68 0 1 uj — _ . I Z w L 3- 14°XX 1 1 g„ LVL I Q Z DROPPED GIRDER I a°• UTILITIES W lu � ciPROV. 2-LAYER5 8" FIRE -' �i � �- 0 O 0 v�? RATED DRYWALL ON CLG. O N - ( {L Q I ', N = POSTS FROM II DOUBLE JOISTS UNDER 0 + o. I OVER UTILITY AREA — RIDGE II ALL PARTITIONS RUNNING x — ° I 02 �O�p x - x - N I I PARALLEL(7YP. ALL AREAS) N � I 0 PROVIDE 51MP50N LGUM2G-2 w II 2- "X I O" AC GIRDS CONNECTOR BOLTED TO FOUNDATION m .. WITH TITEN HD 8"X 4" BOLTS a' — p 8„ 2 1/2° L 3- 14P X 118D LVL I a DROPPED GIRDER I 6'-6" � o • o:• off. .— .a� % •�o - ��{.. -'O'er. _ . -_ •— L —1 J 2"X 8" ACQ LEDGER BOLTED Q 0 TO HOUSE FRAME WITH 5 " �O "LEDGERLOK"SCREWS @ I G"O.C.; �? X — HANG D.J. FROM LEDGER WITH - Q 0 N SIMPSON LU28 CONNECTOR b I — x - N U nl m z — 2- 2"X 10" ACQ GIRDER I — _ __ _ �- 4-4 x � �- 1 I I Itco 4"X 4" POST ON 10" b 50NOTUBE W/POURED CONCRIETE FOOT G—9'-I I I/2" 9'-1 1 I/2" 8'-1 1 1/2" a n L!7 DESIGN LOAD CALCULATIONS I'-G"X I'-G"X 8" . (TYP) z ^� MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5(I1?5f) •.�FNEwyo Z Z � m EXTERIOR BALCONIES GO SECTON DECKS 40 A �;. �•DEER/f0�'►- Q C� 0 �9 ATTICS WITHOUT 5TORAGE 30 �/�S s��* (s) _ ATTICS WITH STORAGE 40 Ld W ~ ROOM5(OTHER THAN SLEEPING ROOM5) 40 24'-0' SLEEPING ROOMS 30 7 0 27-4 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHT5 OF MATEKIAL5 REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 14511,5. SEISMIC FOUNDATION PLAN PAGE: DESIGN CATEGORY 113 SCALE: WIND WIND 5PEED 1120 m h EXP05URE CATEGORY 113 IL SEAON 0 u 0Z 10- 0 60'-4' u— Q c6 :i z 10'-4" -71 2-5 112" 9'-4 112" 10'-10 1/2" 9'7 112" 3'-4 112" lu + tu WA'A EGRESS (WJ) 2 BENCH SEAT A" ul G \' ElE, 1 —1 1 N;L71 D.xi 20G8cn 2] 2111 2 -8 OC FLE)VV�A 20G5 L t COATT ED HC Ko%F A OAT HOWEP CLOSET CLOSET 0 PROVIDE FRAMELESS Lu KITCHEN &V5) (?\-/ GLASS SHOWER 'A�()4 ND CATHEDRAL CEILING �7 ENCLOSURE t DOOR 0 ISLAND 2 2G, TILE FLOOR C N 02 < 3LE BEN MASTER BEDROOM MA?,l _ BATH MUD OVEP, > 0 SEAT MUDR00M/ F1 8'-0"CEILING HEIGHT SA IA)LE SUBFLOOK LAUNDRY 7 t� -* 0 0 2868 HALF I: r Z I,.- WALL L-—-—-—-—-—-- 1 1.2%LIGHT 0 V-10"CEILING G.I%VENT =1 (s) C) LA 0Z 0 117- 01011011 2468 2668 2GG.,5 CLOSET BATH PANTRY q DOWN LLJ X LINEN - — - — - — - — - --- I Q) Ll 3 9'-3 0 Lu 28G8 (s) /Dal S _J//7777777-777 777 20G(5 Lu =) 0 -4 FAM I LY ROOM 0-3" CATHEDRAL CEILING >1 T Lu t MALL LLJ STRUCTURE BY OTHER5 V-O"CEILING HEIGHT BATO 0 ,5/7 lu MA I -E 7777777 111111117 B f 0 (n SAC)D TILE FLOOR o LLJ 0 MUD OVER 75; 0 COAT SUFFLOOK 2 G8 NUMBER OF TRED5 TO /////////Z//Zz/Z//l 0 CLOSET L-A BE VERIFIED IN FIELD BASED 7 20G,5 LINEN CLOSET ON EXI 5TING GRADE CZ �4L3 1/2�-:q 2065 20G5 120G15 ENTRY 121-10" BEDROOM F- jT28G,5 MU'0" j9UI'lF LOO" SET CLO 201-� 2OC-1 [,2 G11 231-61 8'-10"CEILING HEIGHT 0 53 5Q.fT, 1.7%UGHT 6 30G8,q r..r.%VENT O-G' (2) 1468 L 4-0 112"- 2'-1 1 1 2'-1 1 112- 2'-1 1 112" 7'-6 112" 3'-G" CLOSET BEDROOM 5 2068 8'-0"CEILING HEIGHT I PORCH 20G8 �I'X 4" DECKING 18.5%LIGHT —4 5 13EADE30ARD CEILING 9.5%VENT i nn SQUARE PrRMACA5T COLUMN wl CAP* BASE LL==Jl Lu 4'-3-- 2'-1 1 112" 4 D 0 U) >- 30'-G' J3 2) 1�3) > Ln � SECTION EGRESS V �t ) ( LLJ ()F NEW YO O A 6-0 112" 3'-1 112"-+-3�1 1/2' 5-0 1/2' c� DEEP 0 s `IC rZn I 67)- o LLJ 24'-(Y' 27-4" Lu C) 0 (s) f LOOK PLAN - 1862 5cl.ft. SCALE: i'l = I,-Cv, 4 ec-L � PAGE: 44 O} p O w g F-- N O z p Q c6 z z J W Q � p (f) I I p [� Olu oC Q O F— -j O O 0 Z � L H O LU U z w Lu p o — — W w ry O O O Iz ROOF LAYOUT ROOF STRUCTURE BY OTHE SCAM: 3" = 1'-O' RUNOFF CALCULATIONS: 233G x . I G7 x 7.5 = 2,925 gallons Requires (3) 6-0" x 4-0" rings (or ecival) U — z � ❑� � �- New Drywell - 6-O" diameter x 4'-0" deep W z (TYPICAL ALL) O Z �OF NEW Yo O z <9 g DEERffp s� zzom i r Q0 Lu �0 7 Zip �Z Q O ESS��N (n u PAGE: 5 p O ~ U Oz � p w (f) z , to Q H p I in I I A I Ito APPROX. RIDGE HEIGHT O w � OP � Q > oOC z 00 Lu N O o +:r 0 = z � OJ On 0 OUTLINE OF CEILING OVER CEILING HEIGHT N — —- — — - — F1ALL BEDROOMS WINDOW/DOOR HEADERS STRUCTURE BY 4 w OTH ER5 — SEE a GREAT ROOM b MANUFACTURER HALL N — _ 1D °° 10"SQUARE PERMACAST �n D RAWI N G5 coa c e COLUMN w/ CAP * BASE � Z PLYWOOD 5UBFLOOR El 1:1 0 o a 5n X 4" DECKING PROV. H4 CONNECTOR —• FIRST FLOOR O 2"X 12" F.J. @ 16"O.C. 2"X 8" D.J. O IL R-19 INSULATION 2"X 8"ACQ GRADE N 2- 2"X G"ACQ SILL PLATE 3- 14"X 1 1 18 LVL LEDGER OVERTERIMITE SHEILD DROPPED GIRDER 2- 2"X 10"ACQ GIRDER OVER SILL SEAL; BOLTED THRU F05T PROVIDE 5IMP50N C520 W/ LPT4 CONNECTORS 3 2" LALLY COLUMN BURIED IN AB SERIES CONNECTOR Ya BASEMENT 2'-0"X 2'-0"X 11'-O"POURED 8" DIAMETER ANCHOR BOLTS UNFINISHED/ UNHABITABLE CONCRETE FOOTING (fYP.ALL) 4"X 4" POST ON 10" W/ 7" MIN. DEPTH @ 48"O.C. SONOTUBE W/POURED _ CONCRETE FOOTING W/ MIN. 3"X3"A WASHER @ PLATE I'-G"X 1'-0"X 8"d. (fYP) 8" POURED CONCRETE 4" POURED CONCRETE FOUNDATION WALL W/ SLAB ON COMPACTED FILL 1'-4"X 8" d. FTG.; PROV. 2-#4 REBAK IN FOOTING FOOTING DEPTH U — (TYPICAL ALL AREAS) —' 'NOTE: CONCRETE SHALL BE PC = 3,500 PSI @ 28 DAYS — FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITHIN ~_1 cz C9 BEARING CAPACITY OF D O C9 1.5 TONS PER SQUARE FOOT Q U) >-- BUILDING SECTION "All ��Fp EW�0� }- owe ��P C7 Rio SCALE: 4'I = 1 '-0° r B z Z W Q <9 w C� OI_ z ( ) Lu Roy sk 0 PAGE: 6 WINDOW AND DOOR 5CHEDULE - GENERAL NOTES: PLUMBING NVAC NOTES: ------- • ,LL.'. L': ,. r t ,..., br ,. e„Pi The information on this set of construction documents is to relate basic design • All plumbing work shall be done by a duly licensed plumber and must conform and adhere intent and framing details. They are intended as a construction aid, not as a to all New York State budding codes t saftey requirements. substitute for generally accepted good budding practice and are in compliance with W 1 TW2G4 10 TILTWASH 5.08 9.01 10 4 25.9 -28.1 30 G current New York State budding codes. The general contractor is responsible for . If wall plates or Joists are cut during the installation of plumbing fixtures or equipment W2 TW3441 0 TILTWA5H G.9 12.G I 20 4 24.7 -2G.9 30 3 providing standard construction details and procedures to ensure a professionally W3 TW204 I O TILTWASH 3.99 6.84 I O 4 25.9 -28.1 30 2 0 finished, structurally sound and weatherproof completed product. contractor must provide appropriate bracing to tie framing back together. Q W4 TW2032 TILTWASH 2.47 4.21 10 5 25.9 -34.7 30/50` 4 I PG U ride re used for master bath Z • General contractor to coordinate all subcontractors, scheduling of work and • Baseboard heating is to be hot water and zoned. Plumbing contractor is to W5 AN281 AWNING 1.2 3.0 10 5 25.9 -34.7 35 G Tempered in Shower � w O w interaction between trades. adequately size the system and place the baseboards in an unobstructive location in each room WG A2 1 AWNING 0.09 2.G 10 4 25.9 -28.1 35 2 Located in urrer 6jable ends (Jj Q N required to recieve heat. Minimum of one thermostat for each zone will be required. l� Z t- • The contractor is responsible for ensuring that all work and construction meets (S) - or exceeds current federal, state and local codes, ordinances and regulations,etc. • Mechanical subcontractor is responsible for adhering to all applicable codes and D I FWG80G I I FRENCH WD.GLIDER 21.84 -35.85 50 4 23.2 -25.4 40 1 I 1 Z Q Z These codes are to be considered as part of the specifications for this budding plan. saftely requirements. • If in the course of construction,a condition exists which disagrees with that as indicated on these drawings,the contractor shall stop work and notify the designer • HVAC subcontractor to fully coordinate system data t requirements with the SZ >k the engineer immediately. Should he fad to follow this procedure and continue work equipment supplier and to provide final system layout drawing and submit it to general contractor, ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED,- S W he shall assume all responsibility and liability arising therefrom. owner and equipment supplier for final review 8 approval. WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR,CLA_551C SERIES LOCKS 8 HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS _�r__- t Q Q I --_ -_.__._._ SIMULATED DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS - �` CD • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. --- -- - -- --- ----,---- - --__..__- - p ELECTRICAL NOTES: • The designer has not been engaged for construction supervision and assumes no I responsibility for construction coordinating with these plans, nor responsibility for • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include CALCULATIONS FOR WINDOWS BASED UPON EX_P_O_S_URE B �I MUST HAVE DP UPGRADE KIT. construction means, methods,techniques. sequences or roceedures or for sift _ - - - q q P ey installation of fixtures k specifications as indicated on plans. Light fixtures to be supplied by COEFFICIENT 1.0 WITH 1 20 m BASIC WIND SPEED_. AS PER E MEETS NY STATE EGRESS REQUIREMENTS precautions and programs in connection with the work indicated. There are no owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install i FOR HABITABLE SPACE. - warranties for a specific use expressed or implied in the use of these plans. q TABLE R 3S0 I.2(2)NEW YORK STATE BUILDING CODE. 1 all outlets as per code. All work is to be done in strict accordance with the New York State Codei CUSTOM GRILLES-SEE ELEVATIONS • Contractor to provide hardwired smoke detectors, with battery backup,and with by a licensed electrician. All new switches t outlets to be Levition, standard, supplied t installed - - J � �� - - LU IL/ no interveningswitches,on all floors and in each bedroom. Verify with local code by contractor. Contractor to do all hook-ups as required for bathrooms. �) - - fY WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS O requirements as per Section R3 17 New York State Residential Construciton Code. WITH MAXIMUM OF 8'-O"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 1/2-#8 WOOD SCREWS AT I G'O/C,FASTENERS Q FLOOR FRAMING NOTES: Install carbon monoxide detectors as per code. FOP,SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 1 2"O/C. TABLE 301.2.1.2 ! I lu az Z O FOUNDATION NOTES: All lumber is to be Douglas Fir#2 or better at I G"on center I I O _- ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED.ANY MULLED UNITS MUST MEET OR EXCEED A O All wood framin in contact with concrete or mason is to be pressure treated. 'ACQ'desi nation - • General contractor to review plans, elevations and details to determine g masonry p g 1.5 TIM_ESTHE DE51GN P_RES_SUR_E REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR = Z 1- intended heights of finished floor above typical grade. refers to current arsenic-free treated wood standards and shall take the place of`CCA' GLAZING Av1UST_MEET A5TM E 1 99G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. � ? Z REFERTO�SECTION R I G09.I.4 FOR ALTERNATIVE OPENING PROTECTION. ; I I � � 0 � • Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/sq.ft. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas • Concrete shall be FC = 3,500 P51 @ 28 days • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA ALTERNATIVE FOR OPENING PROTECTION • Concrete on 4'sand or gravel fill minimum, with GxG - I O/10 welded wire mesh etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be WEATHERING SEVERE _v reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor nailed/bolted in accordance with the manufacturer's specifications. FROST LINE DEPTH 3'-0" WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G'AND MAXIMUM PANEL SPAN OF 8'-O' barrier. Welded wire mesh is to be placed in the top third of the slab and is to be TERMITE MODERATE TO HEAVY SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS • All floor sheathing is to be�°AC e ood,ton ue� roove and shall be lied and screwed to --.------- ------ --- --- .-._.-.__ .____. . _.. ._ ..__.. _ _.. .___ -_ _.. - adequately supported by precast concrete bar supports to assure that the reinforcement 9 4 tyP plyw 9 9 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. _ W the floor joists(G'o.c. edges# 12'o.c.field) DECAY SLIGHT TO MODERATE ---__-___.____.___. _.__.______--___-_________-__ ____- .__- _ `l is held in position during concrete placement and finishin J T P 9 P 9• (REFER TO SECTION I G09.1.4 AND I G09.G.5 AND TABLE 1609.1.4) WINTER DESIGN TEMP. I I ------------ -I---------- Z w • Solid blockin is to be installed eve 8'-0'max. or mid s an of all floor joists with s ans exceedin • Isolation Joints are to be installed between the slab and the walls. Use preformed 9 h' P J t' 9 ICE SHIELD UNDER- AS PER MANUFACTURER'S W � Joint filler that is to be cut 1/2" below the slab surface and the resulting Joint is to be filled 8'-0'• Blocking is to be installed at all point load bearing points. LAYMENT REQUIRED 5PECIFICATION5/5TATE CODE TABLE 1609. I .4 _ - p with an elastomeric Joint sealant. FLOOD HAZARDS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Iv• Install double Joists under all partitions running parallel WJ W • General contractor to install cop-r tex(or copper)sheet metal termite sheilds FASTENER SPACING(INCHES) �/ Z between all wood surfaces that are exposed to concrete or masonry surfaces. PANEL SPAN<21-2'-0'<PANEL 4'-0"<PANEL G'-O'<PANEL FASTENER TYPE O' SPAN<4'-0' SPAN <G'-0' SPAN<8'-0' O (f)� • Dampproof exterior of foundation wall with a bituminous coating: Foundation 5W 0 excavation is not to be backfilled prior to the installation of the floor framing. 2 I/2' #6 WOOD SCREWS I G I G 12 9 ` 0 ,0^/ 2 112' #8 WOOD SCREWS I G I G I I G 12 LL A.THIS TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-O'OR LESS 4"O ROOF VENT B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.I C. WHERE SCREWS ARE ATTACHED TO MASONRYOR MASONRY/STUCCO,THEYSHALL BE 1 ROOF LJ ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL ---------------------- - - - --- CAPACITY OF 490 LBS. I 4 GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD ATTIC 10-99 and 2001 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I . A continuous load path between footings, foundations walls, floors, studs and U ` roof framing shall be provided. Z BATH I LAUNDRY KITCH ATH 2 BATH 3 311 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 230G. I shall be installed in accordance with W Z 11414 F A I manufacturer's recommendations. 1 1/4 1 1/2 1 1/4 11114 1 1/2 1 112 1 1/4 1 1/2 1 1/2! 1 1/2 J SINK 00 00 W. D.W. 3. Metal plates, connectors, screws, b s, and nails exposed directly to the Q clJ weather or subject to salt corrosion In cos 11 areas, shall be stainless steel or 5H WE.R hot dipped galvanized. O W FIRST FLOOR F NEW ) Z 1 4. Where windows and doors interrupt w s heathinag and U ( 1 1/4 3 2 2 1 1/4 3 2 1 1/4 3 2 2 siding, framing anchors or connectors o ® op and bottom Z Z Q m C.0.11 4 of cripple studs, header studs, and at p s eofo ening. Qr� O � w 4 _ TO SUFFOLK COUNTY 5. Ridge straps shall be attached to it ng a s except where z _ DEPT.OF HEALTH W collar ties of I x6 or 2x4 lumber is lox _ o space and � 4"C.I. HOUSE SERVICES APPROVED �, I' Q D TRAP SANITARY SYSTEM. attach to each pair of rafters. �F 5� <c. p BASEMENT G. Uplift connectors shall be provided at F SS 0 7. Floor to floor hold-downs to be provided every 8, and every I G" within 4' of exterior corners. SLOPE" 114" PER FOOT PITCH TO DRAIN 8. Sill Plate to Foundation Anchorage: S111 plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 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: PLUMBING RI S E� DIAGRAM of 7 inches in concrete/masonry foundations. Anchor boltsd shall be locate within 12 inches of corners and at sp acin not exceeding4 feet on center. �J NOT TO SCALE I