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HomeMy WebLinkAbout42157-Z ��2 of F04 Town of Southold 5/24/2019 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40418 Date: 5/24/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 38785 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2017 pursuant to which Building Permit No. 42157 dated 11/17/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage(#2)as applied for. The certificate is issued to Halsey JL III Sep Prop Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42157 8/10/2018 PLUMBERS CERTIFICATION DATED (Y .n \A" 0 uth Signature `Q%'OF0 " TOWN OF SOUTHOLD °&yam BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • �IV � SOUTHOLD, NY �Ol � dao 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#: 42157 Date: 11/17/2017 Permission is hereby granted to: Halsey JL III Sep Prop Trt 2705 Outpost Dr Los Angeles, CA 90068 To: construct accessory garage (#2) as applied for. At premises located at: 38785 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-8-1.3 Pursuant to application dated 11/6/2017 and approved by the Building Inspector. To expire on 5/19/2019. Fees: ACCESSORY $388.00 CO -ACCESSORY BUILDING $50.00 Total: $438.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4: Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �F20 j 4e>V7, 61A-jtd �2 House No. Street Hamlet L Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 1 Block Lot Subdivision Filed Map. Lot: Permit No. (' �� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ( eck one) Fee Submitted: $ scant ignatur ®��OE SOUr�,®� , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® oQ roper.riche rt(D-town.south old.ny.us Southold,NY 11971-0959 COUNT BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Halsey JL III Sep Prop TRT Address: 38785 Route 25 City: Orient St: New York Zip: 11957 Budding Permit#: 42157 Section- 15 Block: 8 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ CoraZZini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment. ACCESSORY GARAGE #2 Notes, 4-30a circuit breakers for carlifts,2-garage door openers Inspector Signature: Date: August 10 2018 81-Cert Electrical Compliance Form As �'Y�OUNTV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION l [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 7✓ bl� OVA/ G) �-k &,,,. DATE INSPECTOR *oF S�UTy o�o � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. VOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA ) REMARKS: �r ��IV4 0 UVVGt4 VV �7-1�, o6w) AV r DATE 3 INSPECTOR hO�aOF SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 765-1802 _ /Z INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION.2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- .101 DATE INSPECTORS hod o� # # TOWN OF SOUTHOLD BUILDING DEPT. °�cou®��' 765-1802 INSPECTION [ ] FOUNDATION 1ST OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]XECTRICAL (FINAL) [ ] CODE VIOLATION [n CAULKING Q REMARKS: �[ft& A/ 14 /6�&A--sIt. Zri Int, Dow WeAvek. 4/lotdk/ %alis"a m i.T6 w WJn on, dm(> - YAV cel q '°n an )[lolls DATE INSPECTOR so # # TOWN OF SOUTHOLD BUILDING DEPT. comm" 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) kf,cODE VIOLATION [ ] CAULKING REMARKS: l C2 ul DATE �� INSPECTOR Of SOUIyo� # 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 7-e- W6� d DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [d(FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fowAAM �Vf JMA 1/644) O-v e DATE c6 INSPECTOR Kevin Perry, Architect 618 11TH Street,R Brooklyn,NY 11215 212.727.9907 voice KEVINPERRY@attnet December 19,2018 Re:Energy Compliance Accessory buildings at 1000-15.-8-1.3 38785 Main Road,Orient NY, 11957 1 0 The two accessory buildings at the above address have been insulated with the following and R values;the buildings comply wit the NY State Res check requirements. • Walls R19 • Ceilings R30 ev Perry DD DEC 2 4 2018 r NM- Ata wla � • r - . =��'�.,�%'a:'�:7. fMW..a'a W� mm—mo 11A `i TM 101 0 FZA • IC 1 `\ Mvil' 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 15-1 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form iStorm-Water Assessment Form Contact: Approved 1 ,20 Mail to: ' Disapproved a/c Phone: 2, t Expiration 20 D BhA&bs1<ctor LJ NOV - 3 2017 APPLICATION FOR BUILDING PERMIT Date , 20 BLn. PD,!iwG INSTRUCTIONS TOWN OF SOUTHOLD 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 shal I be kept on the premises available for inspection throughout the work. e. No,building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy.; ' f, Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments onother regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signat f a Ii an r a(e,if a corporation) (Mailing address of applica t) �- State whetherapplicantis owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder• ,--T Narne of owner of premises . (As on the tax ll or latest deed) If applicant-isaciorpo, o{ ,{� grtatlaxe of duly authorized officer (Nam&`a i-dtltle-df, " q' f'.gfi icer) r,., �tiv � 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: � 0 House Number Street Hamlet County Tax Map No. 1000 Section ) Block Lot J Subdivision Filed Ma"p'No. ii Lot I 2. State existing use and occupancy of premises and intended use and occupa cy of proposed construction: a. Existing use and occupancy 12f2�- ��h[ , b. Intended use and occupancy d 3. Nature of work (check which applicable): New Building Aditt'ion Alteration Repair Removal Demolition Other rk �© j L (Desc iption) 4. Estimated Cost Fee (Tobe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling un s'on each floor If garage, number of cars d0 6. If business, commercial or mixed occupancy, specify nature and extent of ea h type of use. P-L;1-*tbf_?_"C'M 44�j 1 11 7. Dimensions of existing structures, if any: Front gqqRear Depth - Height Number of Stories N Dimensions of same structure with alterations or additions: Front Depth .d-`7 ` Height 20 t Numbe of�'torles i !L. � 8. Dimensions of entire new construction: Front *2 ?ar.2,o Rear. r^ ` Depth �o r Height I°l`� l(" Number'of�Stories' Nio - I 9. Size of lot: Front_ - „ f i l Rear_ :1,5;F � Depth 10. Date of Purchase '2-0/:7 Name of Former Owner 11. Zone or use district in which premises are situated 1E Ae 12. Does proposed construction violate any zoning law, ordinance or regulatio ?,YES NO_ 13. Will lot be re-graded? YES NO --" Will excess fill be removed from p emises? YES NO� 14. Names of Owner of premises J•4Ad,6nLi:d Address �OM-5 e No.9(8 Name of Architect I. yo Address .mal r Phone No Name of Contractor 714Z Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. IYES 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 prsperty lines. 17. If elevation at any point-on property is at 10 feet or below, must provide to ographical data on survey. 1~ 18. Are thereahcovenants and restrictions with respect to this property? * Y S NO_LC IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: [i COUNTY OF44 11� ) being duly sworn, deposes a l d§ays t1� e t � icant (Name of individual s ning contract) above named, t otary'Public;State of New York No.01 BU61 SW60 (S)He is the L Quall W In Suffolk County ( ontractor,Agent, Corporate Officer, etc.) ,? of said owner or owners, and is duly authorized to perform or have performed the said ork and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20�t- d 4 Notary PublicSig e of Applicant Scott A. Russell 01 SU ( � G S']F 01KI�\IIWA\']C']EIK SUPERVISOR � � I�\l[A1�A\(G 1EM[]EN r]F SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 2 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F THE E ]FO LILOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) s.C.T.M. #= ]000 Date 15 Dutnct 2 NAME T_�-� �t'it� 6 r 1 • J mi Section Block Lot ° `r C)(i Bt11LDINt; DEP alt"F\4[N"1- t;SE 0,NL.Y "'• .may/ 8 t Contact Information 112 ///A�� 'fd.�nne Numrxn V � Reviewed By: �/ ,, �- , Date. Property Address / Location of Construction Work: — — — — — — — — — — .— — T r p Approved for processing Building Permit Stormwater Management Control Plan Not Required. ^"'f�P �'� r ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " S1V1CP-TOS MAY 2014 v-, D V� OC� M � ��EFQLK !�L ING DEPARTMENT- Electrical Inspector JUN 1 TOWN OF SOUTHOLD 20Vown all Annex - 54375 Main Road - PO Box 1179 o . BSD Southold, New York 11971-0959 p�- O 30 DEPWelephone (631) 765-1802 - FAX (631) 765-9502 0 UTHOLD roger.riche rtCa).town.s o uth o Id.ny.u s APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - -- - - - Date: Ko— Company Name: T Z,`r c Name: License No.: C���'-/Ll email: z Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: �C Address: S7-2 S Cross Street: Phone No.: , Bldg.Permit#: q S Z�v2-S email: Fax Map Distric 1000 ction: rj Block: Lot: 3 BRIEF DESCRIPTION OF WORK (,Please Print Clearly) l� l N S l/" 7 / �� ✓ / Circle All That Apply: Is job ready for inspection?: E ),NO Rough I Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs - ` �Vd O�oS�FFa(,�`oG Town Hall Annex y Telephone(631)765-1802 54375 Main Road �< Fax(631)765-9502 P- O- Box 1179 C/01 z : Southold, NY 11971-0959 0.- "' f O BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: dmf 1 , f Owner Location•of Property: l - alb'• Please"I je:notiice that the_(ctaeck applicable-iiiie): > New commercial,oi residential stricture - .''"• ✓ ... } ;Addition to e:'xi•s n•:,.b"f'i • , , = • ; ,;, � ,.:..� Y•OommerciagQr residential ';Y= ehabilifia#iQri: o.. i',existirigeorl -6rcial or residetifi{ 1•structure to be-constn or,performetjJat the subj6ct•property reference bdve will-i llfke (check appli6Afd)jrj"e,): Trus!'-.We'Icconstruction (TT) Pre-6n": iie6_ eW'Wgod construction (PW) • Mt�fe'> 1" -Timber constrticfi in the following location(s) (check applicatiie.line):•-. Fjoor framing, including girders and beams (F) Roof framing (R) ✓ Floor and r of framing (FR) . Signature: Name (person submitting this form Capacity(check applicable line): Owner < Owner representative TrussReg15.docx Effective 1/1/2015 SURVEY OF LOT 1 SUBDIVISION HAP FISCHER PROPERTY' LOT 65 FILED 1N THE COUNTY CLERKS OFFICE z Mqp OF ORIENT BY THE SEA,FILED JUNE 19, 2012, FILE No. 11866 OCT.23,1961 FILE N0.3444 AT ORIENT TOWN OF SOUTHOLD N88126'DOT SUF'F'OLK COUNTY, N.Y vi■ 13' 1000-16-08-1.3 Z FFEE.COR SCALE.• 1= 30' o'wS _ JANUARY 21. 2014 � DEBER 14, 7(PROP. GARAGES) �3 JANUARY 24, 2018 (GARAGES STAKED) FCOA o, F S), 0 o LOTy9y_ LOT s- FE.O 6'W f sru.E a a� Brace any Yyj A0 10. oro �. •� moc3 m/ to 0 En 5717.E TAKE $ / Z S7.V(ESTASE , as ms ,'OgtiJ msr 16T PATIO lG`�jyF, & Co A g � V Ts F�JSP R e p DECK UNDER 6ALCONYP"- % ar. b b \ p6 rn 1 SiACE STME S (� ®�Y o r 5 CERTIFIED TO. RONALD KASLOW HOPE LEUY' FIDELITY NATIONAL TITLE INSURANCE COMPANY AREA = 36,333 SO. FT N.Y.S. UC. "NO. 49618 ANY ALTERATION OR AD017ION TO 7H1S SURVEY IS A VIOLATION PECONIC SURVEYORS, RC OF SECTION 7209OF THE NEW YORK STATE EOUGA770M LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC71ON 7209-SUBDIVISION 2-ALL CER71RCA77ONS P.0 BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET14-006 WHOSE SIGNATURE APPEARS HEREON SOUTHOLD, N.Y. 11971 i, Generated by REScheck-Web Software Compliance Certificate REDARCy Q Z � Project Accessory building 2 * I Energy Code: 2009 IECC N —a Location: Suffolk County, New York 11236 y0� Construction Type: Single-family F0 NES Project Type: New Construction Conditioned Floor Area: 850 ft2 Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38785 Main road Orient, NY 11957 WE i compliance: 34.5%Better Than Code Maximum UA: 252 Your UA: 165 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area, Assembly or Cavity Cont. U-Factor UA R-Value 11-Value Perimeter Ceiling: Flat Ceiling or Scissor Truss 850 30.0 30.0 0.017 14 Wall:Wood Frame, 16" o.c. 1,140 19.0 19.0 0.027 26 Door: Solid Door(under 50%glazing) 180 0.054 10 l Floor: Slab-On-Grade (Unheated) 110 0.0 1.042 115 Insulation depth: 0.0' 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 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date ED DEC 2 4 2018 D m a TILD Project Title: Accessory building 2 Report date: 07/25/18 Data filename: Page 1 of 7 Y REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2009 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec Ion.,, Plans vemied F[etd verifiedp 'g "° e #- -Pre-Inspection/P[an Review Corripties? Comments/Al slurriptibhs:,, &IR2 i g Vakle�'�I- .,,, �a)IL#e� r 103.2 a �'"%' `£" ` ,`, .❑Complies ;Requirement will be met. Construction drawings and "` a�•'`^� m°q [PRM documentation demonstrate ❑ a •. - Does Not energy code compliance for the _]Not �aE Not Observable , building envelope. a. ❑Not Applicable 103.2, :Construction drawings and ❑Complies ;Requirement will be met. 403.7 documentation demonstrate �; ❑Does Not 1 [PR3]1 !energy code compliance forg -s` .` p� . ;..•- ,,;;n ; ! ? --��=-= JNot Observable llighting and mechanical systems. " 1 Systems serving multiple „ ,ry •; ;, p',: '`rfiP ❑Not Applicable ; :dwelling units must demonstrate ;compliance with the commercial 3' 1 ' :code. " b: K: �.. f ate;°•', k � `403,6; tl Heating and cooling equipment is; Heating: Heating: ,❑Complies Requirement will be met. t0lel sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not on loadser ACCA Manual or p Cooling Cooling -r other approved methods. ; Btu/hr ; Btu/hr ;❑Not Observable , ,❑Not Applicable ; t 1 1 1 V"� �? •i�E 3 1 ! 1 Additional Comments/Assumptions: 11 High Impact (Tier 1) 2- Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Accessory building 2 Report date: 07/25/18 Data filename: Page 2 of 7 ' ^ to Walatildn Inspect! mpt!,O'M�"' 402.1.1 !Slab edge insulation R-value. R- R- :E]Complies See the Envelope Assemblies (FO111 E] Unheated 0 Unheated ;E]Does Not :table for values. El Heated El Heated E]Not Observable 'EINot Applicable ElComplies :Requirement will be met. 303.2, ;Slab edge insulation installed per 402.2.8 !manufacturer's instructions. 4, E]Does Not FlNot Observable le 402.1.1 ;,Slab edge insulation ft ft 1EIComplies See the Envelope Assemblies [F0311 !depth/length. UlDoes Not ;table For values. �E]Not Observable :E]Not Applicable :not applicable. ctive covering is installed M ElComplies :Exception: Requirement is ,[FOII-J? to protect exposed exterior 0 RDoes Not insulation and extends a minimum EINot Observable of 6 in. below Applicable Complies :Exception: Requirement is Snow-and ice-melting system UZI not applicable. controls installed. ElDoes Not EINot Observable 4. EINot Applicable Addi0ooaKCommments/Assummptioms: ` 11 High Impact (Tier 1) Medium Impact(Tier 2) 1'3-J Low impact(Tier 3) Project Title: Accessory building Z Report date: 07/25/I8 Data filename: Page 3of 7 ' ° 402.1.1, ;Door U-factor. U- U- ;E]Complies See the Envelope Assernblies 402.3.4 ElDoes Not table for values. bNot Observable �E]Not Applicable 402.4.4 Fenestration that is not site built Elcomplies :Requirement will be met. [FR20]1 :is listed and labeled as meeting *�,]E]Does Not JE]Not Observable on rates r 1400 that do not exceed code "�e,'IE]Not Applicable 402,'.*:� IC-rated recessed lighting fixtures ElComplies :Exception: Requirement is sealed at housing/interior finish WA ElDoes Not :not applicable. and labeled to indicate :52.0 cfm A, EINot Observable leakage at 75 Pa. Not Ap plicable 403.2.1 :Supply ducts in attics are R- R- :Elcomplies :Exception: Ducts located [FR12]' Hnsulated to ��:R-8.All other ducts : ElDoes Not ;completely inside the �in unconditioned spaces or I :building envelope. ;outside the building envelope are 1 ;E]Not Observable :E]Not Applicable !insulated to �:R-15. 403.2.2 !All joints and seams of air ducts, Elcomplies Requirement will be met. [FR1'3]1 !air handlers,filter boxes, and ElDoes Not !building cavities used as return EINot Observable :ducts are sealed. icable 4o�.21�3'V%I'J Building cavities are not used for ElComplies Requirement will be met. (FRJS]3,,, supply ducts. E]Does Not EINot Observable ONot Applicable '4013-�3��'� HVAC piping conveying fluids R- R- :E]Complies Exception: Requirement is CFR,171�-,-, above 105 QF or chilled fluids ElDoes Not :not applicable. below 55 QF are insulated to tR :E]Not Applicable Circulating service hot water R- R- 'ElComplies ;Exception: Requirement is pipes are insulated to R-2. TIDoes Not :not applicable. ;E]Not Applicable t93 Automatic or gravity dampers are ElComplies :Requirement will be met. installed on all outdoor air ElDoes Not intakes and exhausts. MNot Observable -On Applicable AdditiomaUCommmments/Assummptimms: 11 High Impact (Tier 1) 1--z]Medium Impact(Tier 2) 1 3J Low Impact(Ti:er::3:)= Project Title: Accessory building Z Report date: 07/25/18 Data filename: Page 4of 7 ' ' 'i, '00M ehi0Css,Wmpt; ins �1 C0446 All installed insulation is labeled Comp es Requirement w e met. E]Does Not or the installed R-values E]Not Observable E]Not Applicable 402.1.1, Mall insulation R-value. If this is a: R- 1 R- :LJComplies ;See the Envelope Assemblies :table for values 402.2.4, :mass wall with at least 1/2 of the El Wood Wood UDoes Not 402.2.5 :wall insulation on the wall F _] mass E] mass UNot Observable [IN311 exterior,the exterior insulation Steel E] Steel :requirement applies. :E]Not Applicable 303.2 Mall insulation is installed per '1k ElComplies ;Requirement will be met. Eboes Not []Not Observable cable Add0tiosaUCommmemts/Assonoptioms: I I High Impact(Tier 1) 1-2'1 Medium impact (Tier 2) Low impact ffi�eer�3) Project Title: Accessory building Z Report date: 07/25/18 Data filename: Page 5of 7 Section' F # ~ :w Firial'-]lnspectiori Provisions Fla V�Ue>Cfiectielil Verified z Complies?, -ComriYents/Assumptions:w & Req:lD Value 402.1.1, ;Ceiling insulation R-value.Where R- ; R- ❑Complies ;see the EnvelopeAssemblies 402.2.1, :> R-30 is required, R-30 can be ,❑ Wood ;❑ Wood '❑Does Not :table for values. 402.2.2 ;used if insulation is not ;❑ Steel ❑ Steel i❑Not Observable [FI1]1 :compressed at eaves. R-30 may :be used for 500 ftZ or 20% ;❑Not Applicable ; ;(whichever is less) where ; ;sufficient space is not available. 303.1.1.1, ;Ceiling insulation installed per ; ❑Complies :Requirement will be met. 303.2 :manufacturer's instructions. _> ;>'�:.❑Does Not [F12]1 :Blown insulation marked every % ,.� >•°s sr,: � 300 ftz. w.9 <" t ❑Not Observable , ❑Not Applicable 402.2.3 ;Attic access hatch and door R-' ; R- :[:]Complies ;Requirement will be met. [F13]1 :insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable 1,F-]Not Applicable 402.4.2, ,Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. 402.4.2.1 :verified by blower door test result: : E❑Does Not [F[17]1 :of<7 ACH at 50 Pa.This :requirement may instead be met ; ;❑Not Observable ; :via visual inspection, in which : ; ;❑Not Applicable ; case verification may need to ; ,occur during Insulation :Inspection. 403.2.2 ;Post construction duct tightness ; cfm ; cfm ;❑Complies ;Requirement will be met. [F14]1 :test result of_<8 cfm to outdoors, : : ;❑Does Not :or<_12 cfm across systems. Or, ;rough-in test result of<_6 cfm ; ❑Not Observable :across systems or:54 cfm : ; ;❑Not Applicable ; :without air handler. Rough-in test: ;verification may need to occur during Framing Inspection. : 403 . Programmable thermostats ❑Complies :Requirement will be met. t , (Fi9] installed on forced air furnaces. ❑Does Not ; Imo.. '` n ,. .<, ❑Not Observable : a 4v J . ; ` ,;�: •:,; ,» ❑Not Applicable 403;3 2 ',Heat pump thermostat installed " ' ;..-' °`< °``` '❑Complies :Exception: Requirement is r o:% p`%' [i t10] on heat pumps. "'sr" ` ,.,;" `. ;y, ❑Does Not ;not applicable. ❑Not Observable , ,.; . JE]Not Applicable, ; 403.4' ]Circulating service hot water = k 5<; °�" �r .. �, ❑Complies 'Exception: Requirement is z:...b z , . :;„a rte.,., [Fi11�.•.., systems have automatic or :% �. , "- y . ❑ :not Not applicable. 1i accessible manual controls. 4 •A• ❑Not Observable ; IDN ot Applicable 404.1 ;50%of lamps in permanent ❑Complies ;Requirement will be met. [F1611 fixtures are high efficacy lamps. sss y `.ia,r❑Does Not `, " Not Observable ' ❑Not Applicable "401.3 Compliance certificate posted. ,. .�.`",:;: z ❑Com lies Re uirement will be met. �[F171 ❑Does Not .Y „,mP �`': '❑Not Observable # � ed�N<�'. J.. , ❑Not Applicable 303:3 :Manufacturer manuals for ❑Complies :Requirement will be met. [0t18]3, :mechanical and water heating ~-9 Mz°; ' �' ❑Does Not equipment have been provided. ; '-' X" ❑Not Observable Y-:S❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Accessory building 2 Report date: 07/25/18 Data filename: Page 6 of 7 a 1 High Impact (Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Accessory building 2 Report date- 07/25/18 Data filename: Page 7 of 7 2009 IECC Energy Efficiency Certificate Above-Grade Wall 38.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 60.00 Ductwork (unconditioned spaces): Window Door 0.05 MICRON Heating System• Cooling System• Water Heater• Name: Date: Comments I NAILING SCHEDULE PLAN CONTENTS: James G=etsgn GENERAL NOTES WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1)RIDGE-TO-RAFfERASSEMBLY• NAIL NAR BUILDING USE RESIDENTIAL P ANS) 164 West 79t'Street 1-114'x 20 gauge strap shall be attached m each parr of rafters in actordanre m tele 3.4 JOINT DESCRIPTION NOTES (SEE PLANS) When a colter he s used m leu of a ridge strap,the number of 10d co m en nails required CITY. SPACING BUILDING HEIGHT New York,NY i 0024 ; CONSTRUCTION NOTES: '"��i end°f the idler tie need not exceed the tabulated number d ed nails m are strap. RAFTER TO 6 WALL:3-8d COMMON EACH TOE-NAIL (SEE PLANS) TOP PLATE 1P WALL*4-ad COMMON RAFTER TOTAL SO. F7. OF CONSTRUCTION , 1}The information whim nits set d construction dotxmens is related m basic design 2)RAFTER TO-WAIL ASSEMBLY: CEDING JOIST 1 WALL:4-8 COMMON EACH TOE-NAIL rNenht and frame -Tryey m�ded ys a cora4udpn ad not a substitute lateral framing and show watt connections for rafter,ceiling or truss m top clam shalt be in TO TOP PLATE 10•yya r-q-gd COMMON JOIST DESIGN CRITERIA 006 SBC IG PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND (tertian fianth det8s Theydah9pracricoandcoaPlgncewitharrerdNewyok accadancemt�le3.3.Whenarafterortnttsdoridfagelinawlthstu�below.rafters �IUPIGJOISTTO AS PER TABLE 3.7 FACH FACE 006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL j Std 9 codas The General Contractor' nespasbla for providing standard or asses shall be attached to the wall top plate and the wall tap Plate stag be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES cwmburton dolens and procedures m ensure a pmmsstonaly fnisix"L atrortunafy the ll the wap ct d with uplift cony Roofs Overhanging thstable rake side d the buld'mg 60 , sound and a weatherproof completed product shall be connected with hrpfift connections,m accordance with table 33e CEILING JOIST LAPS AS PFR TABLE 3.7 EACH FACE EXT.BALCONIES 40 �! 'ED AR��i OVER PARTITION yvPCM-SBC LAP NAR DECKS �V }n 2}The Ge,eralCahtraudorsn'SPan.Bde for ensuring Cud ell workend cmuilvc6om 3).WALL-TO-WALL ASSEMBLY-. COLLAR TIE AS PER TABLE 3.41 EACH FACE 'ATTICS w/o STORAGE 20 �, CoA RR `cCf j rth aatentferleral.stete,aradyand tical nxedes,odmances and regulations.et¢ Wall surds unlnnre and studs below a fuer level slag be attached with uplift conrhectiors n TO RAFTER VVFCM-SBC END NAIL ATTICS w/STORAGE 1 mets codes ere m be considered as pant d Cru specifications fervis budding and accordance with table 3.3b.When wall studs above do net fail in noe with suds below,Cha BLOCKING 20 stood be adhered m ewe dki variarece with the plan- studs shall be sCac hed m a eormmon merger in the fbor assembly apldt mnhnhecmns n TO RAFTER 2-Bd COMMON � NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) withtable33 RIM BOARD (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 >� I accordance 2-16dCOMMON EACH END 30 3}Dame slurs shall take Precedent over scaled drawkW, )WALLASSEMBLYTO FOUNDATION TO RAFTER END NAIL ROOMS(SLEEPING) h'- (DO NOT SCALE DRAWINGS} Fri vs!studs"I be connected m the munddkA st plum,or boCan plate wM uPTdl - STAIRS 40 The been a for construction supervs on and assumes rte connedos Steel steps shag hate a ndnlrtuun a mbeilm rd d7 Inches in comater lapped_ _ WALL FRAMING: GAURDRAI S ANY DIRECTION 2� yr r ?T 1 for mus ructon marinating with these Plans.nor responsibility for an, sWb�o"prade,lnhce hvM table 3.3b.When stee5 inclines in masonry block r�under the JOINT DESCRIPTION NAIL � SPACING NOTES (DESIGNED cord or means.meahods,techniques.sequences,a procedures,a for seely the plate cid thenad in accords EXPOSURE CATAGORY . cordbu ons and progrerts n cotrhec4orn with There are m�� for a bottom plate.31neh spare wastes shag be used with the atchm hors-Ntdmr bot TOP PLATE TO -i6d COMMON OO F LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION xi PrIm, use ,..d or,Inched a ate use of these plans. spacing is m be spaced and sued in accordance m table 32a In addition m spacing. TOP PLATE FOOT SEE NOTE: ROOF- FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE anchor bolts are m be spaced between6-12 inhdhes Bum the end d a sf clam end all TOP PLATES AT JOINTS FACE GEN A NOTE PA O 112 L 5}Reerm ate Vytdovr and ILE Dom schedule for extorter openings. comes INTERSECTIONS -16d COMMON EA.SIDE NAIL NAILING SCHED 7YPEIEXTQRIOR SHEARWALL CONNECTIONS: STUDTO 24• FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ' STAT / 6}The Genual Contractor is m ensure Chat masany or lxefaWacted fireplaces meets 5)- on the exterior STUD 2-16d COMMON O.C. NAIL FIRE PROTECTION S SEE FLOOR PLANS a exoceds rreuhufachaeS SPed(aatlors and applicable codes. attached Type 1 exterior shearwals with a minimum of frch wood SmRhraT panel wet Bd common nails at Woe at to panel edges and 12 oc.In the 6eM.and HEADER TO 16d COMMON 16 O.C. FACE SMOKE & CO2 DETECTORS 7}The Genual Contractor is m mnsdt with ate owner to all built-in gens 1R inch gypsum wallboard m the kdemraftadhed with Sit ra°ternads at o.e at poor! ODER ALONG EDGES NAIL TRUSS DESIGN NIA- STANDARD STICK FRAME CONSTRUCTION and 10•o e.vu to field slug be in accordance with ate Isgt h requmemerts specified RESCIiECK as bookcases.shelving,pantry.dosels,torts.etc. edges TOP OR BOTTOM 2-Ind COMMON PER 2x4 STUD END such m tele 3.,Sa-0 PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL. ENERGY CALCULATIONS B}Wind load requirements shall be taken Into accanRd cmwhscmxL 6}TYPE O EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAR CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type 11 e#erer sheamralts def meet the requirements ements of table 3.15ab Imes the appropriate FLOOR JOIST,BAND JOIST. 2-16d COMMON FOOT SEE NOTE 1.2 GROUNDWI - 3} FROST WINTER ICESRiIELD FLOOD length adpsmerd facbrs In lade 3.16. END JOIST OR BLOCKING SNOW EFRING LINE TERMITE DECAY DESIGN UNDERL I MEAT FWARDS V 1}The General Contractor and Mason m review plats.elevations.derails and nAovm FLOOR FRAMING: LQAD DEPTH TEMP. LRE-0UIRED, ,determine intended thelghls offehshed Boor(s)above typical grade. 7).INTERIOR SHFARWALL CONNECTIONS: _ Allowable sidawall lenggs provided In table 3.14 shag be pemhfted m be Increased when NAR NAIL NOTES MODERATE SLLGHTTO 11 NONE 4 An faolmgs m rest on udahnbed(vi4n)SOIL interio she swafts ane used.Shealheig and connection shag be n accondance with JOINT DESCRIPTION QTY., SPACING _ 20 LBS. ERE 3 FT. TO HEAVY' MODERATE 24.42 and 224 respecWely. JONSTTO: 4-Sit GAMMON PER TOE Provide lrr eparhtbrhiant material between concede slabs and abtNOg SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: mhaeteormasonry wagsocamgnwdarWorhmheamdldedoareas. 8}CONNECTIONS AROUNDFXTERIORWALLOPENMGS. BRIDGING EACH TO NAIL SPACING 'NARSPA(3NGATINTERMEDIATE NATES Fisaderandlor girder connechons shall be attadred with uplift connections n accordance 2-Bit COMMON FNO NAR SHEATHING LOCATION _ _AT PANLL EDGES SUPPORTS 1NTHE PANEL FIELD_ }Arty now aohgemwafk being attached m existing concrete swWna shall table 35.YYmduw act plates shag be have sed Oomarfars ki a with table _ TO JOIST - - - f. -- - be Installed and BSYe-bo.18'long at 12•o.e.Use approved ePoxY for fi�agation. - BLOCKING 2-Sit COMMON EACH � 4'PERIMETER EDGE ZONE Bd COMMON 6'O.C. Bit COMMON @ tT O.C. SLE NOTES:H TO JOIST ENO' NAIL SFE NOTES:1(BOTH FIELDS) 5).Udess of howiste noted,at slabs on grade m be 2500 p.&L Concrete m be 9}CATHEDRAL CEILING ASSEMBLY. BLOCKING TCY. ' EACH' TOE INTE IORZONE Od COMMON @ W O.C. Bit COMMON @ 12-O.C. NOTES FOR PANE.FIELD . Poured on 4 irWhadck sed o gravel tin with 6x6 tete mesh re,Ihfadrhg.INeierslabs , Where a ride It m be used as a drurhral beam,the marls dao�hx be notched and 3-16d COMMON t be nditrmmn 3-12 badh aidL AR IM to be wMactad m OS%mbUm C nstyvdth anchored an top d do beam or dope comhede s did be aft m each rafter-m�e SILLOR TOSTRIP BLOCK AC GABLE ENDWALL RNA AND FRAM TRUSS Bit COMMON�4.O.C. Bd COMMON�4.O.C. S1�NOTES:1,3 ; 6'maamrrh fi is(layers} clue buldirg. to the ddge sit wan shall be be LEDGER STRIP EACH FACE 're .eking the open telling part TO BEAM 3-16d COMMON JOIST NAIL 6}Crawl spaces m bs Ixovlded wan a rninmue t 18-4•arxx:ss opening.Install one aCachad with the above regwemardsTOE- --= LM6castir°ntoumdatmrhventforLway1505q-a-otanea• DECK AND COVERED PORCH NOTES: JO1oeEAnn LEDGER 3-�QON7N1O1'' JPo�u-r MAIL THESE NOTES ARE ONLYTOBEREFERREDTOFMENi10NtDiNSpIEDIiLENOTESONLY. - pannppoaf etdeibrdto ndaaah with MTnrnnms aetng as Pa sedicn R406 d 1}Unless otherwise rated,all raming material m be Ot ACQ pressre treated Warner. BAND JOIST PER END dthe rod,iududhig 4 feet on each side dthe roof Peak i N.Y.S.Residenthl Construction Code.A S mil p°tyaanyLane rlrn Wag be applied° Ali tasfe�rs.hangars and anchor m be gahnimd or stainless;sinal. TO JOIST 3-16d COMATON JOIST NAIL 1}4 facto timist,Ig witdn a fait rite puxnhdeeedge ; -- the below grade potion dradekrwaft prior to bacifilag- PER TOENAIL aeabd pan,Ireterudga mneatladrrens reghr,Ied shall be used. I . ear4oJasrTo 2-1fdCOMaoN 8}Dna-nh�enspasedorh8405dN.Y.S.ResidertfelCosbvr§arhCode- }Cadensfor d�Cj�fsmbeboredmeach P09wMwadamandsols. SILL OR PLATE FOOT SEENOTE:1 2}Tabulatnd12kithoetellspaagasstmssd Lgadadhedm2fteftr�ran°^gnheM°rswflhhOAg• FRAMING NOTES ciders ah concrete l�shat be anchored with proper died CmwctOm aodhored 1 - .Forrandng members with<0.42�.49,the nag Waft deg be reduced m 6 bidm o c. into concrete with a minimum 12•dia xT ting ander bet vdb washes and rids. 00 JOINT DESCRIPTION NAIL 3}Tabulated 4Inc h o.¢rel�ing Armes dheis m mfterltruss fnmhlg membes wan G>0.49.For ^^ 11-�raath9 wdu*nee and moemds as pmsalpbm dss�n d 2006 SBC ngh Wed 3)Posts supporting groes shat be anchoredm a 1ZMZ xIr thick wrtds toofng. Q L SPACING, g hg mor boa with OA2449.the reg apadng da0.be reduced m 3 hhdms o a t EdOM Wood ri.-& Cotstrur5on Mamus. - Lse a ndnnem 1?da x r brig wmhorbotwfh washers and.ads.FootShgs Stell be 3 R TABLE 3.8 - r ,elo,,,�.piawtheare>sdmabdeghave,rdia.�mpleaLaaeglaers. sTRucruwRPANEL Bit ,,, CM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOAD NewAceessotyBT�ldings "'� 'ted a°Imoningmid`�ndwood inbe9"� CEILING SHEATHING: SHEATHING,�1,TwN ►�L�'''�"G t�LSPACINGATINTEfRMEDELDIATE N� Douglas Fr. ).Deck)aMa to have bkicki g at 11D o ft. AT PANEL EDGES SUPPORTS IN THEPANEL'FlELD ' 38785 Main Road 3}Flocs,watts,salTmgs end mRers m ba spaced at 16Itc hes o ft.unless noted NAIL NAR SEE NOTES 1.3(BOTH FfBDS) s}A m nlarn d 10 ksdh tladdng deg be Ihslaged berircerh the Waft end ledger' DFSCRIPTiON QTY. sPACING 4'mGE ZONE Bit COMMON a'O.0 Bit COMMON�,r O.0 NOTE 2 FOR PANEL F®o Orient,NY r11957 og - Ledger to be ladened m bulldog with l2•de.tufts wghwastm and Fads needed. GYPSUM 5d COOLIERS,a'O.C..can n _ INTERIOR ZONE ltd COMMUMON4@ G O.C. Bit COMMON @ 17 O.C. SEE NOTE 3- I - } where Unless og�vnse noted.d1bearig wag heads am be(2)2,da#2+BTR.Doug.Fr. WALLBOARD October 20,,2017 - - - .aa�gwan tdhave(2)pdLstdaand(2)raglegthn�aneachsidedag 6}.., P,e,ad>asbeart ,armcat,a eeada WALL SHEATHING: NOTES LVL headers m have(3)lack studs cid(2)full hegah studs es cedh aide d - - 193-13earing wag window sins Eked asci have(2)wnndaw sig ptatrs mr2x4 wall 4 All jo�m be sppared with hungers and anchor.Each Jost dhaa also be athdhored JOINT DESCRIPTION NJ�I NAR THESE NOTES ARE ONLY TO BE REFQiRED TO ff MENTIONm IN 5f7iEDla-E NOTES ONLY.between a'1 and 60 and lbdll wag openings between S11 and LTO.Provide fru mss). - QTY. SPACING 9-7. wlee apse• ASPERTABLE3.9 1}Fawa!shum@hg wlfmr 4 feet clue costars,to 4 and Tolle cone attecned uaqutrnerM shedS).Covered Rook sag be essonbed end anchored to sone manmeras atypkd buAufmg. P�ANBSALSd COMMON WFCM-SBCbe used.bcerrNlheadeatobeistaledwithheahrydt+tYgalvrimedhargesand PLUMflING MOTES - 7/16.OSB 3.O C.EDGEre m ed connectim�g 6d COMMON 2}Tabulated 12 nch oft sag%=bill trsswnth udahlhg ng,Sha b dud cedth9 inches s war . PLYWOOD E O.C.FIELD WOA9.For frarudth9 members with 0.42Cx�,the reg spacings stag be rLvlhued m 6 rides of Double up foo joists wider wags thea em Parallel m the floor joist and miler til•M water drenage and venting m be Installed as perN.YS.Raddehtd GYPSUMT EE EDGE Foos m have eaandetic(staged shell be verified for piper load rapacity unless noted Camblicbh Code. WN.LBOARD HERS 10.O.C.FIELD 3}Forexterior panel sting.gaWlim.M box nasi dig be permitted m be substituted for common nails. an plants. veatysaptesystenwrhfTeErgneermrsrffo&ComV affil a rd fov`d• FLOOR SHEATHING: ' NOTE Par'dee-1�r4'ahk* "�(Lm' l'tt�°rt ) NAR NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY atha access openings unless oarenuLse noted(WIMO. 3).lwall studs.plates uloids are ad cid during Installation for OW plumbing related wok JOINT pESCRIPTION and m wds=mteawmraYedllrwfth QTY. SPACING EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 8}Domes running up rod rafters ane to be apported by double raflas on ether side lxovWe de o ete brecra9 Dilates applicable rrdess olhenstse rated. slam axe and nerhufar4nrek remrmrerdalon for mardmun thote sae oho spacing D,,m5ed. STRl1CTURAL PANELS Bit COMMON 6'D.C.EDGE 1}PROVIDE 5f8•TYPEX SHE>=ZRO(]L FIRE STOPPING AT 10V MNOMIIM DISTANCES FOR NON ACCESSIBLE AREAS. . HVAC SYSTEM NOTES 1•�IFCC 1ro.c FlELD 9}Provide dodu,Ihgldidghng n tbaioLMs at ev o e. Use sold blocking n floor jousts l 3}USEALL I- N HANGERS AND ADDITION WITH Z-MAX ALARMS PROTECTIVE COATING FOR CONTACT WITH ACQ. _ under allbeanig wdgs 1).Medoical subcontractors nes ormblefora&warng to dl appkable nxdes and safely NOTES: ? 3}INSTALL 1-oft DETECTOR W aDomlXd TO SMOI�ALAIRMS PI3R FLOOR ; nequ4ranenets. THEA NOTES ARE ONLY To BE REFERRED TO IF Section R60ZB-FIREBLOCKING REQUIRED 10}Provide nsdabon baffles at eave vents between rafbw&rata!draft blocking as MENTIONED IN SCHEDULE NOTES ONLY.' Freblocking shall be provided to cut off all conceded draft openings(both vertical and horizontal) needed. 2).HVACsubconimclaristocolor� dtsYsteadelaendsaqutementswfthlite and the roof space. l equipment suuppfrer 1}Naifrg requ,Immarrts aBd o^"m!st+ "0 and to form an effective fru barrier between stories,and between a top Story PTHU 11}Unless otaimbe noted,all rods and waits m have a mninxan l2•tt�4-Ply Fu �6-On althepaneled on sheathing Freblocking shall be provided'm wood--frame construction in the following locations. CDX a teriersheat aig grade IhlYw •PtYw°0d to cover plains and headers. 3}FNAs auboontador m provide final system hayed ntewng and submr ft m the General s neited 3•an-cederat the panel edge m°dam higher GENERAL Conractorand owner pofind review and appmral. shemcopa�•milling requrementsfor structural 1). In concealed spaces of stud walls and partitions• including furred spaces.at the ceiling and floor. CONSTRUCTION Unless otherwise noted use 3l4•thick TdG PTS Fu w Advanmdh plywood subfloor members shag be doted.or alternate correctors, levels. Concealed horizontal furred spaces shall also be fureblocked at intervals not exceeding 10 adhered with PL4Wadhessireand suavedmaa a )oss.Finished tic"tobeInstalled ELECTRICAL NOTES: such wemu Oates.shanbeused tomaintain bad path. feet Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed NOTES oversubfloor as per manu factue's Instructions. 1)Al electikal m be Installed as per N.YS.Residential Construction Code. 11 using parallel rows of studs a staggered studs 13}Aa baCuoom wags m have 1?thick moishre�Istam sheebodL Garage waft and 2}When Ova!tabulsheatated u tier ofohs over Co e per d ceings and evor,furnace m have 51117 thick type'x sheetrock.AD odho�ofbMug 2)Ali electrical work shall be approved Magh>a6tied lhdewtAer. to be euced tol-1dwin per fool. stallbspemhdted 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, �� m be reduced mi-16d oaf per fool I ) to have regular 12•deelrodL Ali walls m be taped and finishad. 3)Install Smoke detedws and Carbon Mohadde deteeurs throughout as pa section 8317 + drop ceilings and cove ceilings. 05/17/10 14}All roof with a pitch kis than 4:12 shall be Insisted with an Ice b Water barrier or of N.Y.S.Residential Construction Coda- SCALE approved equalFlat roofs shat be - 3). In cur staid spaces between stair stringers of the top and bottom of the rum. Enclosed spaces ������ under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 16}All sin plates and woad m codactwM Concrete m be pressure treated Sin plates to I 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHUT beirslatedyiMatoamsig9askeLa�'cox tenni_t_e_shield all approved equal _ -------- --- -- -------- ------ �IameJOoii_�roducts of combustion. -^---- -- V 5). For the freblocking of chimneys and fireplaces. refer to Section R1001.16. N Y.S. Residential Code WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS James,CT'arretson USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLAl10N INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 164 West 79th Street I New York,NY 10024 TONG STUDS WALLSTUD RAFTER I BOTTOM PLATE ENDW/LLL CRIPPLE STUD BATHTUB RIDGE LEDGER DOUBLE JOIST HEADER RAFTER SLDEWALL , � � RRFTFCr JACKSTUDS i F—I--- USPNUMBER DESCRIPTION APPL1CATxLL'N HOLDDOWNTOISIDE OFALL CORNERS BATHlSPATUBSTO HAYEAIXHIBLE FLOOR JOISTSUNDERFORADDEDSUPPORf s,ADSS ANCIOR TO FOUNDATION W/AM]HOR BOLTS SUPPORTEACH CTIONALL LTH C2 PAWLLL.EL15Rif WALTHE FLOOR ICONNECT701510EOFALL.CORNEASOLN LOCATION USP NIILIeER DESCRIPTION APPLICATION LOCATION USP NUMBDESCRIPTION APPLIfATiOl1_ RAFTERSIZE USP NUMBER DFSCRI HAA A�R.IG'TION JOIST DITDIRECN UN E JOISTS.UNDER eP.2DgaSTRAP MOVER RIDGE TO EACHH RAFTER 2xG-2® 1526 189a SLOPEWINGER APPLYOEACHRAFTR/LEDGER FOR JOIST NOT DIRECiLYUNDER 24-OC WATiSPR(MDE CONNECT THROUGH I ,�S HOLD IX»VN BOTH BOf_FIATE OF 2ND FLOOR TOP OPENINGS lSTA12 1-114�AT 20ga STRAP APPLY EACH.MLTL STUD 2x10 15210 1Bga SLOPE HNLNGEt PLY TO EAUI RAFTEIR/LEDGER BADGING @24-OC iS �Fl_OORS TO FACT OTHER READER ROD. OPENINGS RT30R R17 TY- YTO EACH CIIPPLE6HU0" f J ANCHOR THE _ �s - THHR«IGNNNxooF EJowABT _ �.� sTtroLLL —7- ------ WALL - � LpcAT>DBYDUNTwAcroR l t�T� �'A VENTnATwNCH+ArNrra 1�� •�" METAL STRAP CRICKETATTOPSIDEOF AS REQUIRED _ CHIMNEY RAFTER RAFTERS MAINTAIN REM BOARD - WALLSHEATHING -VENTILATION WOOD JOIST ` i SHL PlA7E�) _ SIDEWALL FLASHING BLOCKING44 LEDGER BLOCIONG • • • •• • TOP PLATE FOUNDATION - - FINISH WALLLAND MOISTURE 2x4 SOFFIT JOIST ,• — - - SCIA BARRIERTO LpP FUSHiNG ATTIC SHALL BE PROVIDED WRHA FAA STAPPING TO BE ATTACHED TO WALL STUDS@48.00 ATWALL-MMUTAINGAP MINIMUM NLT FREEVENTIATING MEA GIJI'ISt WOODGIRDER AND ALLWINOOWIDOOR OPENING AACKSTUDS BETWEEN WALL FMSH AND WALLSTUD NOT LESS THAN V1500FTHE AREAOF F100RJOi5T DEPTH USP NUMBER PTION APPLICATION ROOFING TO AVOID SOAKING THE SPACEVENTILATED.ALL OPENINGS SCREENED VENT I INSTALL47TO.C. SHALL BE COVERED WTIH BION- SOFFITIEXT.PLYW000 : N 4•-B• MA24 1-114',¢4.209.STIwP AINTAU-4 O.C. RES7STANTMETAL MESHWRH MESHH $OFFITED EAVE � ON ALL OPENINGS PROIADEHEdMED EDGE AT APPLICATION OPENINGS OF 114INCH IN DIMENSION. INSTALL4'0'•O.C. F7ISHIING TO FORM CIANNEL LOCATION USP NUMBER DESCRIPTION AND SO AS TO MAINGM AIR CONNECT TO PROVIDE BLOCIONG BETWEEN JOISTS THAT ARE SPICED AND Ir-14• LSTA30 1-V4YW 1899.STRAP AND JACKsruos GAP TO PREVENT CAP9LARY 4'-6•RAFTER RT10 1"4".J6g&TYDOWNANCNOR EACH RAFTER ROOF VENTILATION , OVER BEARING WALLS AND HEADERS ON ALL OPENINGSCONNECT - INSTALLL4PO.G A.CimHl - -17 RAFTER RT20 214I1rx2D9.TYDOWNANCtfOR EACH RAFTER To SOFFITED EAVE DETAIL ,4'-16' -ISTA36 1.1/4-A36.18ga STRAP ANO JACTSTIIDS oN NL OPEMNGs ISP ROOFING RMS CJf - - - OFFLASHING ,c I 2ND. WALL - V </����% N't FtOOFI NG LAPS BASE RASWNG4NNCFFFS �� RIDGE CAP OF SAME IMATERIAL AS ROOFING I - \/L v/ ELiEN[—LiuDS UFILER SFINGLFS AT NAILED TO SHEATHING I SIDES 41NCHES AND LAPS TF4tOUCdHVENT I ` SH94MM AT BASE MIN.4 WUfrS ' I _ I 1 Y - GIRDERAfrADER TOP PLATE SIDE WALL FLASHING W'°OIDJOIST 1ST.FLOORWALL STAPPING TO BE ATTACHLDTOWALL STUDS QNB•OC WALLSTUD - - ANDALL W04DOWMODROPENINGJACKSTUDS PETAL FL.A9BN0 A7 ALL EAVES 9DEWAL.S. fLooR NUMBER L7FSCRNPIION AIPPLICATWM AND RAKES—PROVIDE HEMMED EDGES so r ( New Accessory Building: WSTALL4'P O.G AS TO TORM DRAITWE CHA AIS AND APPLICATKTN PRE MNUFACHIREO IOFP SHEATHING MNL I-,? AM jomyS CONNECTED TO AFLUS H HaADERTO BE SUPPORTED WITH 4•-8' LSTA36 1-'V4Xic I8p9.SR7AP AND•NULSM75 ' � T Y ACION LOCATION USP NUS RIDGEVENTt� FROMMAKTOALLLAWFREE THEPROPMSTEELCONNECTOR I aNALLOPENINGS RAFIEyRATE RT15 TYDOwNANCHOR Rn mrop O AIRPASSAGE. IEASBLE TFH2JDISiSAPROX,?HK'HERTHANL OUTS EIS 11 38785 Main Road TO ALLOW FCR SHRINKAGE 8 R®l10E BUMP OUTS I MsrAae i-U4148•,6Ha STRAP -ONALLOPENINGS PLaTEJwaLL sl>nH4 PLATEANLTNOR PIATES'CONO�EA;9 OF ROOF - ; OrientjNY 11957 October 20,2017 SUBFLOOR _ DBL..SILPIATE WOOD JOISTS i TERMITE SHIELD MCASKET NEOPRENE - ba/2x8 cmMUOUS wow PLATE CASKET BOLTED TO SUL BEAM WIN A CONC.STAB - ' _' V. 1/2'DUL BOLTS 0 4W as TYP.CONC-HDUP®ATIOl1 si L 6MIL POLY i DA PPROOFExTERIOR y GRANUTAiRFILL - _• . 1b s ROOFJACK STEEL BEAT 6MLPOLYONEXTEUOR STEELCOLUMN i \ - ' V A• 'n ,a, _ ey 4'x1/4•xO STEF7.. •e ,� CONC.STAB —� 1•e TOP AND BOTTOM PLATE I �• C COMPACT FILL '. • ROOFING LAPS WITH 1/2•x Br ANCHOR BOLT .e v I •.® • e TJ WI7H13iOSQUAREWASFiERS FLASHING ASHAIDT� I/--GROUT KEYWAYFOOTING ° ANO-�- 'e �° - ; ANCHOR BOLT CONNECTION (USP LBPS58 OR BP56T) -r STEEL COLUMN FOUNDATION SVMM40MBMT (10 TOPS REINFORCING BAR ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS DRAIN TILE .�v snt PLnTETD FOUNOATroN ISTORY 7r OC ROOFINGATBOTTOM TYPICAL BEAM DETAIL "^SPAX:Oil IDUNDA STEEL / BOTTOM BEARING SILL PLATETO FOUNDATION 2STORIFS 36.00 TYPICALCONC FOUMTION.APPLY PIASTERS MKWSTEEL COLUMN ANCIORED7024-,24YAT CONC.FTG. (CRAWL SPACE OR FOUNDA I _ 5r OC ROOF JACKS VENTS DETAIL wrtFNENEm®FORSTRUCTURAL eRACIrIG wALBOnOMPLAT�TOFauHroATroN V2 STORIES &• _ SUBFUDOR FRAME TITLE GE Bffift� USE 2)m —�BEA CONSTRUCTION 021ono WWM = FORBLOC(OUT DETAILS COMPACT FILL 4"SLJaO OPE — IVEIYAY NOTCH JOIST AM ADJUST HEIGHT \ <1 • 7 • (WITH ANAILING IFNEEDED) PT_PLATE 12AM TOBEAPROX1rrORHKiERTHAN • • AT END AND .e O > - STEEL BEAM TO ALLOW FOR SHRINKAGE - - WOOD • s•• (PROVIDE STRAPPING TO ISP JOISTS ALIGNED) BATE GRADE • a' - - a a _ a' ® BEAMS •< ••e•• —SUBFLOOR ___25L17 10 •e, '0 0• 6X6 W-WM •pe>��• - d d a _NOTCH SEMI FOR MUDSILLSRC-0UIRED-MAXIMUM I o .'• SCALE 12 ' o �•e �•a '_> NOTCH EQUALS 1XDEPTHH OF BEAM e.•�•� '. MIR e a• NFORCING eAR •O > REINFORCING BAR .a O •o•� ��� -Nat t0 Scale A STEF1 BEAM - ' SLEET METAL/300 FLIT UNDER BEAM AT POINT SHEET FClWTACTNRLN CA EORCOW-BLOCK _ _ - _ 1T PLATb(BOLTlD70BFAM)- UCKEN •-• SHIMS TO LEVEL BEAM SK-02 TYPICAL CONIC.MONOUTHIC FOUNDATION.REINFORCE WITH-P)94 REINFORCING BARS nREINFORCEF FOOTING BENEATH BEARING WALLSMDGOWMNS. RENFNORCF FOOTING WRIT(2)94 REINFORCING BARS. 3•MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOU BEAM POCKET ti s 9' a jarnesC acr�treet 164 West 7 New York,NY 10024 Jir � I 1� � kl. �dl� �II� �II X111• +� I IIS I I I 111 /10 SOR G&VAPOM ORGALYAAOIID naaosa0Exsw, � i WA40t5 @ lrQ� I ' ,I 1 ` 4 1 , 1,1 AN �xA0.(ALTS A TEMe 7AV 0--. nn�2ncosa) ` I F, SQ I ill, I �11 l• 1 I '(IIS ► �(11JI� � CAL, m,n6'o-sa � •IB STAYAMS EEL WASH95 @ I2'= wvmmsu TYPICAL WINDOW OPENING STAT (LESS THAN 4'-0X8'-0.OPENING) A- TYPICAL DOOR OPENING (LESS THAN 4'-0)B'-0'OPENING) I i New AccessoryBuildings 1 1 1 1 38785 Main Road Orient,NY 11957 October 20,2017 2X4D"2 I II% 1 1 li - - Si" - I r rJr )r ilUSTAfNEM 1 J OGLLYAl womscAmw/ WASHERS @ I--DL KlTIPIE PLVVJ=AS184S>B 2-2A4OMSORECONNE T® - TOGETMWETHSTAMESS51&1 - O0.OAMEM BOLTS WI WASl66 . MID curs @zaoL - ))ITE TYPICAL MULTIPLE OPENINGS DEBRIS PROTECTION (MORE THAN 4'-0XB'-0'OPSMG) - DETAILS , WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) DATE 05/17/10 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FORVIM STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1b' SCALE AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Not to Scale COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.65 AND TABLE 16091.4 OF N.Y.S.RESIDENTIAL C)NSI RUCHON-eDDE).-TT45 I T-A-SUBSRTUT OUfE)RDESIGN PRE S ALt9 INGS-MUST-HAVEOESIGWPRESSUK-UPGRADFSVHME-AM:WABF —— ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUSE BE MARKED FOR WHAT OPENING IT IS TO COVER- HARDWARE OVERHARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SK-03 K-03 4-k4ley SURVEY OF EF# R10-18-0113 LOT 1 SCD SUBDIVISION MAP "FISCHER PROPERTY' FILED IN THE COUNTY CLERKS OFFICE JUNE 19, 2012, FILE No. 11866 Z Lor s5 AT ORIENT I MAP OF ORIENT BY THE SEA, FILED 'rl I OCT.23, 1961 FILE NO. 3444 TOWN OF SO UTHOLD WELL 150'+ SUFFOLK COUNTY, N. Y. a N88.26'00"E 1000-15-08-1.3 a 7.13 _ _ SCALE.' 1'= 30' y m EL 13.3 JANUARY 21. 2014 FE.COR. DECEMBER 14, 2017 (PROP. GARAGES) 2 0.2'N n 0.2' S W APRIL 23, 2018 (SEP17C ADDED) JUNE 22, 2018 (REVISIONS) FE.O/L. 104 \ SEPTEMBER 18, 2018 (REVISIONS) OCTOBER 25, 2018 (HD REVISIONS) \ MA Y 7, 2019 (FINAL) I o Z- lr6l O \ t� TEST HOLE DATA&M Lor O '� \ cOON� 010SSCIENCE p` 2 ADJACENT \ EL 122' O 1 9Z� WELL tokST f'MIXED SAND, LaW, GRAVEL� 4>�� r� BROWfXAYEY SILT ML FE.0.6'W.. s /// I FR10' RADIUS OM ADJACENT y� \\ �� CLAY Y CL / I WELL I 8 / I 16.0' 20.3' LP2 /� SCP. �� BROW CLA)VY WTN GRA SAND 1 STY. FR. m o // \lsO i j I / / EL 1.1' 11.11 WATER/N BROW CLA11 Y GARAGE FF=15.27 / SAND iH7H GRAVEL SP 1 o LP / �1 \\\ / / WATER/N BROW RNE z TO COARSE SAND SW 18' SURFACE A� TER ENCOUNTERED 11.1'BaOW GRAVEL E. 12.0' 011 o \\Ln Z 4 GRAVEL ST 10' MIN. ■A' 5.q 35'0. \\ On ' O \ / m 1s.s' 20.3' ,PA110 /�" `LS 4p ' a, Qo cN\\\\ I J 3EP11C LOCAl10N r� m .A. .B. Z1 STY. FR. z GARAGE o DECK UNDER m FF-15.26 z BALCONY W co �s' FF - �� ST 28' 43' .B. LPI 725' 97' AC Be WALK 0 LP2 76.5' 103' L 12.3 F,• 110 CP GRAVEL KEY STONE _l �• Q = REBAR STONE uwY ® = WELL owr ® = STAKE = TEST HOLE ® = PIPE d = MONUMENT I rM'' \ 11 MAY 21 2019 0� TOWN OF sOU13x.t. ..J PROPOSED NEW SEPTIC SYSTEM �-�' (4 BEDROOM HOUSE) 1 — 1200 GAL PRECAST SEPTIC TANK .��OF NEPP 2 — 8'0 X 6' DEEP LEACHING POOLS �'P T.SET r0 WITH 3' SAND COLLERS 3' ABOVE GROUND WATER NO WELLS WITHIN 120' OF NORTH ROAD NO CESPOOLS WITHIN 150' EXIS77NG SEPTIC SYSTEM TO BE REMOVED. OR FILLED IN TO S C.D.F - SPECIFICA77ONS LOT N, QRS REFER TO SUBDIVISION MAP "FISHER PROPERTY" FILED IN S LIC. NO. 49618 SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 19, 2012 AS FILE NO. 11866. PE S, P.C. Building one, ground floor 361-011 gas ..i +"\ heater ED r1r�C� s c�A -� ::Z. 11236 -l0 F O F NE�� 1 . Building to comply with NY State energy conservation code. Car stor ge 151- N 2. Wall insulation to be R19 i -i 3. Ceiling insulation to be R30 8" r James Garretson, Architect Greenport, NY a hose bib r,r C!' ; , uildin tw(�51-4" 2-01115'-4" 11-811New Accesory building .��E f. 38785 Main Road ' Orient, NY C( Building plans building 2 Scale 1/4" = 0" October 5, 2017 review July 25, 2108 Rev; add energy notes 202 Zoning Notes: AP ROVED AS NOTED DATE: B.P.# S FEE: c �,�. QA= Lot number 1000-15.-8-1 .3 NOTIFY E'; ..ENT AT 765-1802 8 AIbI ;1.- ;.i FOR THE Zone R-40 FOLLOWING INSPECT!ONS: 1. FOUNDATION - TWO REQUIRED Based on survey pp > John g >re ared b T. Metzger; revised June 16 FOR POURE•^. "•::.:RETE > 2. ROUGH - PLUMBING 2008 3. INSULA,, 4. FINAL MUST Lot Area 36,333 SF BE COti: , ALL CONS" SHAD. MEET THE REQUIREME fHE CODES OF NEW YORK STATE. JOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 1. Southold Town 280-15(c) limits accesory building on lots Conc. drywell with f oting beween 20,000 Sf and 60,000 Sf to 750SF. The proposed 6 ID x 5' high 1000 Ilons accessory buildings are; #1 is 745 SF and # 2 is 720 SF. 2. For lots between 20,000 SF and 39,999 SF 280-15 sets > COMPLY WITH ALL CODES )OF D Garage 2 > (b) EW YORK STATE & TOWN CnDE maximum height of 20' with a setback not less than 15'. AS REQUIRED AND CONDITIONS C 3. Lot coverage is limited to 20% by the Bulk schedule ' `' " Y sc. L ' I ! \ Futuro ® House coverage 1,825 SF ►� - Ee- 'e :.Y:.:s'` '`• Pool :r NIC -T- ® Coverage proposed accessory bldgs 1,440 SF Existing Tree Total 3 265 SF USF _AWFUL �X . s� o� ' ® Coverage as a percentage of lot area U,�k_ _ AWFUL 0 14ew G rages "' 4ea`�Eaa � ® 36 333 SF 3 265 SF x 100 11 .1° "i ee � /o WITF-iG�U i�[ CER"i .,,• � , O Eton tea' OF OC^UPANCY II E=ting Tree arage an Storm water management. RE T�,u� sTe �.� .:; •.L.�Y::;, r s Existing 2 ory PUPiSU,•:P•JT TO rame resid cc I I --_--- -- ...�;•�.�,::: :: OF THE TCGDE. e calculations for n i r N Volum o o site retention: 1440 SF x 2"= 240 CF •'T• •' v-.' Electrical conduit feed to gars — ` (1,800 Gallons). 2,000 toatl are ' ••..•• specified. ork shop Xr- Conc. drywell with oting � ;1`:;�,+:'•�•.; •s 't•• .All exterior lighting 6' ID x 5' high 1000 allons K t y around dribble curb , -.� : installed replaced or /•_ 'i`- ijt0 ARC Hij repaired shall conform GARRe.. to Chapter 172 sz of the Town Code 3 . Existing drive way to b e- graded and recondf re G��f Mo. 126 ao STAI cs` r Jas Garretson, Architect 1 79th Street, 5b N York, NY 10024 Kevin Perry, Designer , i ., New Accesory buildings North 38785 Main Road Orient, NY Site Plan Scale 1/4" = 1'-0" October 5, 2017 37'-3" ac ze a c ess r u t e er ❑ ❑ 3'0'x6'8 FPSC Work space 0 a o 00 -ti u ~oma a o Storage 20 U � � o k 2 hour r e�all ❑ � o � firecode gyp bd each side N o b with fill thick minetal wool insulation cq N o C r stor ge i i i up 00 �- k CD Service lift;Bendpack xpr-9s(narrow) Parking Lift(narrow);Bendpack 11D-9ST M hose bib Building one, ground floor Building one, second floor 36'-0" s it ester /-� 01D A yi Qk� I, G^R'q' lFC Car storage o j ` "♦ G Az d � ' ;Z Jam Garretson, Architect 164 W 79th Street, 5b New York, NY 10024 Kevin Perry, Designer hose bib Building two 21-011 i'-8" New Accesory buildings 38785 Main Road Orient, NY Building plans Scale 1/4" = 0" October 5, 2017 review 2 x 8" braci Steel roof Insualtion ra L r tic Ln Insualtion Insualtion Auto lift 00 1 Typical section 2 Section at shop; South A Odc vent ..............: Storage Storage -S of Stofag Storage Storage 1111 111H 1111---L W H HL James Garretson, Architect 164 W 79th Street, 5b -571 New York, NY 10024 Kevin Perry, Designer 3 Section at shop; North 4 Elevation; N&S building 2 and N building 1 New Accesory buildings 38785 Main Road Orient, NY Building Sections/Elev. Scale 1/4" = 1 -0" October 5, 2017 3 Metal roof HHHHH 21HINdH a NH Vertical cedar siding Building two East elevation Buil ng one and two West Elevation 12" 7 3/4" i -LLLLL I s i ATE a Building o e East Elevation Building one South Elevation James rretson, Architect 164 W 79th Street, 5b New York, NY 10024 Kevin Perry, Designer New Accesory buildings 38785 Main Road Orient, NY Elevations Scale 1/4" = 1'-0" October 5, 2017 CDX plywood deck Roof Vent path CDX plywood deck Roof roof return Trim 31/2 71/x„ .. Trim - - 11" 31/2.. - - - - 61/2" - = 2 x 4 outrigger Siding = 2 x 4 outrigger _ = Insect stop Gutter = - Sheathing _ = Siding - - insualtion 1 Typical eave 1 Gable detail c. 1286 � �' y S T E OF�'�► Ja es G rretson, Architect 16th Street, 5b Nework, NY 10024 Kevin Perry, Designer New Accesory buildings 38785 Main Road Orient, NY Wall sections Scale 1/4" = V-0" October 5, 2017 review 3 37'-3" 6" Anchor bolt 115 rebar at 8" oc El ❑ ° ° e • I ° a 2--0° ° ` 44 M F11 o ° d. d 6" 3,000 poun concrete slab on grade I 5 rebar at 8 oc with 4x4 ww ❑ ❑ 3 Typical foundation 4/S1 4/S1 7, L- Shear wall panel Simpson anchor bolt Al 3'-0" 2'-2•• Thickened foundations OF for shear wall 1 Building one; found tic.n Q 4Y2" 4< 36'-0" M d ° ° Q #5 rebar at 8" oc 3/S1 6" 3,000 pound concrete slab on grade with 4 x4 wwm N 4 Detail at shear walls {EES � MI FE I 4/S1 4/S1 . 4/S1 Ja es arretson, Architect 16 79th Street, 5b Ne ork, NY 10024 M s Kevin Perry, Designer LL 2'-2" _ 3'-0" 21-211 Thickened foundations New Accesory buiings �unding two; foundatl for shear wall 38785 Main Road Orient, NY Foundation Plans Scale 1/4" = 1'-0" October 5, 2017 S1 37'-3" ±-1 '-9%4" T-F MIA U / O v O 00 - 0�1 joist 2" x 12" at 16" o/c txa w 2"t4-4x 4, � o00 o girder; 2 2" x 12" e d r, M 2 1 7/ ge ea 2" 10" - post, 4" x 4" / o 0 N _ open 2 x 4 outiggers \ N 4-4 rq qj SII o n ox �a 2 osts, 4" ea A W//JL HeaderL 3 @ 11 7�8" full bean on shear races Shear brace #SW16x7x6 She r bracC, #wsw 12 Building one; roof framNn �� � g Building two: second floor NSQcDtit, 36'-0" L > �v 2 x 4 outiggers =F1 ' U U I F cci 00 4-42" x 6" U w 2 x 4 outiggers w -EgE ARS, O GARpel F f O ge ea T' 10" s ��''�°sr �• i�236���/ Jam s arretson, Architect 2" - 32Po t 164 9th Street, 5b New York, NY 10024 Kevin Perry, Designer Header ML 2 s 11 Header ML 2 @ 11 7/8" New Acceso buildings full bearing on shear races full bearing on n shear brace both sides n Road Main 38785 Ma Shear brace #wsw 12 x 7 Shear brace #wsw18 x 7 and p st on south side Shear brace #wsw 12 x 7 Orient, NY Building two; roof framing Framing Plans Scale 1/4" — 1'-0" Rev. October 7, 2017 S2