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HomeMy WebLinkAbout37402-Z �4 %gfF0 ,fcoG� Town of Southold Annex 12/7/2012 P.O.Box 1179 co ' 54375 Main Road vas x o Southold,New York 11971 x CERTIFICATE OF OCCUPANCY No: 36076 Date: 12/7/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1050 King St, Orient, SCTM#: 473889 Sec/Block/Lot: 26.-2-39.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/23/2012 pursuant to which Building Permit No. - 37402 dated 7/27/2012 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: dormer addition to an existing single family dwelling as applied for. The certificate is issued to Schorer,Irwin&Schorer, Sara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37402 11/28/12 PLUMBERS CERTIFICATION DATED y th a igna ure SUFFnt�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37402 Date: 7/27/2012 Permission is hereby granted to: Schorer, Irwin & Schorer, Sara 1050 King St Orient, NY 11957 Construct a dormer addition to an existing single family dwelling as applied for At premises located at: 1050 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-39.7 Pursuant to application dated 7/23/2012 and approved by the Building Inspector. To expire on 1/26/2014. - - Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $157.60 CO -ADDITION TO DWELLING $50.00 Total: -- $307:60- - Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 5 TOWN HALL y 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 fiom 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$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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: 1 05,0 House No. T Street Hamlet Owner or Owners of Property: ,L('W n CLn�I 5 �' o,rr Suffolk County Tax Map No 1000, Section Z.(o Block 2 Lot 35 Subdivision Filed Male Lot: Permit No. 3�40 Z Date of Pen-nit. 9129 1 1 Applicant: 6ePi Gin 1 6 UA(ice ` Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SO(/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(a7town.southo Id.ny.us Southold,NY 11971-0959 Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Irwin Schorer Address: 1050 King St City: Orient St: NY Zip: 11957 Building Permit#: 37402 Section: 26 Block: 2 Lot: 39.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock F1 Exit Fixtures 11 TVSS Other Equipment: Notes: Inspector Signature: Date: Nov 28 2012 81-Cert Electrical Compliance Form.xls G- �o hO��OP SOUr,��lo 'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION :. , .. [ ] FOUN ION 1 ST [ ] 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 le119INSPECTOR. OF SObT�olo cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' -' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ],INSULATION - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: 0- DATE �� _ 1 INSPECTOR Of SOklopT�o� cOUMV,�� TOWN OF-SOUTHOLD BUILDING DEPT. J 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL(FINAL) REMARKS: DATE ��/�`/' �" INSPECTOR L ~~ Hof SOT, cOUNTI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD Il�TSPEgN REPORT DATE COMMENTS J FOUNDATION(IST) 0 cy FOUNDATION(ZND) C ti ROUGH FRAMING& H PLUMBING 41 INSULATION PEA N.Y. STATE ENERGY CODE Fe C4 FINAL V ADDITIONAL COMMENTS e c srai h,-:� f� Y z . m 1pp O D i a 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 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7LI0 Z Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: -9 W-n- KF_t-,k4_ br-\Y-- L(-C- Approved 20 / Z Mail to: Disappr da/c S0°JT1+tLP, N\f( 119`7 Phone: G31` `{3 3-9 0 Expiratio .. 20—/ \ ('� (� r� M Buildin spector JUL 2 3 2012 ATION FOR BUILDING PERMIT Date 07- 1'7 ,20 Z- BLDG. DEPT. 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 shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections D., 04E-4 (Signature of applicant or name,if a corporation) R o. owzi.- 1fo`7S" INY. 1(4'?f (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect,engineer, general contractor,electrician,plumber or builder Name of owner of premises hAQ►N aN� 0 a(Z- SAPLA. 1-F±C N ZEa..M A <-�-t+OP (As on the tax roll or latest deed) If pplicant is c rporation, signature of duly authorized officer (Na and title of corporate officer) Builders License No. N A AT T"iS -T%MF- Plumbers License No. ° if Electricians License No. ` " Other Trade's License No. 14, 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 0 2(m Block Z Lot 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 ?,Ey i.UE�1 IN. i_ b. Intended use and occupancy P-6-5 It�F_'rikA�_ 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1 S�a 5 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units NA- Number of dwelling units on each floor NA If garage, number of cars NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r1 la d � ? 7. Dimensions of existing structures, if any: Front '' Rear `�c7 Depth qy Height 2(o`-l0" Number of Stories i Dimensions of same structure with alterations or additions: Front Rear 4/0 Depth � � � Height =d�'` Number of Stories /�. � 8. Dimensions of entire new construction: Front //-3 Rear //`3 Depth 0 910 Height 0 'B`-11 Number of Stories ®rA_ih ztiL_ 1rA r_xts T iwkC a-u-00 M 9. Size of lot: Front /'2-5, Rear 1(00' Depth 3 oG, 10. Date of Purchase /79 1 Name of Former Owner 11. Zone or use district in which premises are situated k'8D 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 1AW11,41 bNva^ N o k_it44 81em—T- 14.Names of Owner of premises St-1 OFV Address 024R,4 r[Y 111Sr7 Phone No. Name of Architect 1AV-ash-r.LL Address :t0 4%.1'" Simi(( Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IC * 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 ,J— ) Q. Kcc+L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the �} )� - I No. 01R1 16185050 (Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County Commission Expires April 14,2 6Ro 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 before me this a_�r-C( day of 20 1c:)- Notary Public S' ature of Applicant Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (,All Requested Information is Required for a Complete.Application) APPLICANT NAME: Owner•Agent.Consultant-Contractor or Other(Circle One) Property OWNER:(If Different then Applicant) Air-'; IS oA x' w ssc!L. tie... —s-aw ipi 1;h!sJ t e' A dress: Address Ib°7� 5®fit-fot.ta KY. r«'?( esa KIK si r oQtr N /141S7 I: Telepho '3tA�(©S-196Z Fax It Telephones: Fanit: E-Mau: '�Sf' � Cs�`(� t�(+i0,.rZtatF;l�)�o s•Mau: �S(OS� e�ti�3, Cow. f Property Ad ass: Britt Description of Com amn Activity,Proposed Structural BMPs,Soil QSO �l S RPz�i 1 Cs�c Fz 6 I�q S°Z Stabah=on BALK Project Scope and/or Sequence of Conslruc hon Activity I s.c.T.M.P: 1000 n21O 2 3a t (Pre"AdditW Pries-Needeo o,'-' awm.. a:ock Lot t sr r Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: AL rJ.QL,_At- __ el a IbE 1+2wo� j ➢�A�.Q SC(fol zfZ � 2M��-. _ m __�xi i_(ItSC�-_ /' 2tb. !__�(�ti/L Add s'o� / � Telephone IP Faz m iOslo @� yptr%o ,c -__---..-----------------------.,_-m_-__----__ Name of Persona Responsible for Installation&Maintenance of Erosion Control Practice: (jia>((at, �t,ls S�t �PJFJJ�- ---------------------------------------------' �i®Sa Etta T o�t��+i f t9�'� ---------------------------------------------- T®Wphonsf: t9 Fax#' -------------------------------------..__--.._- E-Mail: r„ ,IDOL ym400 .cop-L -------------------------------------------- Total Area of All ��� TOW Area of Land Clearing ® -------------------------_ ____ ____._ .,~___ Pro)ectParceb: / and/or GroundDiabsbansa: -------------------------------------------- (9F.lA�s) (S.F.IAane) projectDU ration: Start End -----_.._..__----__---_.....,.._..__..,.__--_--_-.._-_ (Anticipated) tAr��s Date: ,l i Date: (ELT I (mumeerdCdend.ro yW --------------------------------------------- Will this Project Disturbs five(5)or More Acres at ® ----- Any One Time During the Proposed Development? Yes No ---------------------..-_~-------------------- IFYEs:PlowsAnswertheFclh rWl .,._--__--------- f>f a. Does the Applicant have a Qualified Inspector On 0 ® I Staff To Conduct the Required Inspections? Yes No Lint the NAMES or o!all potentially Impacted Waten6odiea"or Wetlands: b. Does the SWPPP Indicate How Frequently the Site Q ® Inspections will Occur and for What Period of Time? Yes No �lohlF_-____-.,,_-___--___ ---------^----____. c. Does the SWPPP Adequately Identify All Temporary = ® -------- - and/or Permanent Soil Stabalization Measures? Yes No ~~_____ ________ ______.____.. __ .__......_.______ d. Does the SWPPP Adequately identify a Complete Q ® _.._._._.__.__......_._._._._......._.....__.______.____.___________ Project Phasing Plan? Yes No status of Impacted Waterbody:(eg.7101,303(d)Usttd,Impaired-) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of hnpacW Waterbody:(eq.take,Creek,Bay,Pond,S=4 Fre hwaterwetland-) Of Intent and SWPPP Acceptance Form for Review [_] by the Town of Southold? Yes No /11 o S1'A'1'l OF NFWYOitK, Public,State of New York COUNTY OF...........................................SS No.01 BU6185050 �-�- � ` Q alit ed in Suffolk County�i � That L................................ .....................................being duly sworn,deposes andam / y � l a for Pet % (Flame of krdtvidnal signing Doament) Andthat he/she is the ...i:&lf-i `..................... .. .... .............................................................. (Owner,Contractor,Agent,Corporate Officer,eta) Owner and/or representative of the 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 herewith. Sworn to before me this; ..............�:?r ...........�day o .. .. ...........,20.1� NotaryPublic: ... ... . !- ..... ......... ./. '........................ ....... .... "•""""........................................ (signahrre of Applcant) SWPPP Assessment FORM: 03-12 gOF t T-O.5. "SWPPP" Preparation - Chapter 236 For Department Use Only. SC1,7 Storm Water Pollution Prevention Plan s.c.T.M.ti: '�� Property Address: /0$Q j4,,� $},�, Review Checklist Checklist # 7 10oo 0z6 District -cacti-on 61ock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i (Does the SWPPP Adequately Provide for and/or Indicate the Following- i YES i NO i N.A.;Explanation for NO or N.A. Plan Sheet 1. Drainage alculations&Stormwater_BMPs Designed to contain a Two Inch Rainfall On-Site. Location(pg.#) EJh 2. .ConstructlonPhasln Planlndicatin Se uenceofPro osetiConstructionActivities. -J iDi 3. General Location Mar). --- - - _.. '�.�y� -- EIN 4. -Draiange Site Plan Drawn to Scale at Si__60' feet to the Inch or larger indicatin the Followin _ i I ---- `---A� C� -------- --- a._ Location and Descri Uon of Pro ert Boundaries' �--- p------p-Y-------�---- - I I r---- --- v ----- -----_.. _ . b. SiteAcrea e' ---- -- --- --- . ...._.I IOIOL-- - v_±= ---------- ------------------ ------9- -------------------------------- ---------------..:_aQiQ�Q� _�F` -- ---------�----- --------- _ ...... .. . .. C. All Ex(stln Natural and/or Man Made Features on and within 50'of the Pro pert Bounds I , I C301 Y-----------------------------------P Y- tY O d. Test Hole Data Indicating Soil Characteristics&De th to Seasonal High Water Table: _i ------ e. Contourslndicatin Property Elevations Min.2'; , I r--------------________ __________.____._....... _..... --bradeY Hli 516 - ------ --- ----------- ---- - - ,OIO,C�7, ....... ....... (. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; I I I g. Loco rIofVitf0 Areas 1isolatedTreeswithaMinimumDimensionof18"Diameter; ,Q'C�,[ , -------------------____ ----- _�o7ltronservatfon bTslri-ct8oifSurvey------------'----------------------- ac groundlnformationabouttheScopeoftheProJectLocation&Description of the Site, roposed Changes to the Site and All Existing Development on the site Including the Following._i 0 ®I _a,_._AiUmF[szvgmgr]f 1ncls��in9 TQtaJplsltir44rhC_Q T9ta1$li�Area:--- L ------'-'----- b. All ExcavaUon,Filling,Stripping&Grading Proposed and Identified-as to depth,Volume ! � I , ---`------"-------------------- ature _-._..c. A11 Areas F aqlulrLnglClearing_and/orGrubb--fng�____ ------ "- -�����®�------ d. All -- -----------------------Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately I ' ' I------� ---------------- e aced• e_ All Temporarx&Permanent Vegetation to be Placed on Site; --"-' ' ' '----------------- __ t ----------------- - _.. f. All Tem ors &Permanent Storm Water RunoffBMPControlMeasuresPro os_e_d; __ -__� " ' ' '-------------------------------- ----e-- -----------------Ta — u --------------- g_ The Anticipated Pattern of Suifiace Drainage During Periods of Peak Runoff P I i t r---------------------------------------__._.. h. The Location of all Roads,Driveways,Sidewalks,Patios,Structures,Utilities_&Other ��i�i©i--____--------------- -------------- Improvements, ncludingTemporaryAccess&ConstructionStagingAreaS. - ---- i0;0;®',----------- - ------------------------- I. fFie Ex�stTng I=ln,I t✓onfouis ana or-SPi51 Mi v-g Tons oftfie site--�---- -------'-- - 6. A Schedule of the Sequence for the Installation of All Planned Soll Erosion,Sedimentation i --'-------'------------------------- tormwater Runoff Control Measures. ...__._t I ' 7._Description of Pollution Prevention Measures that will be Implemented. 0 ® -------------Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or--- , ~--------"---'-------------- Implemented for Each Construction ActivitYthat will result In Soil Disturbance. _____ '•0;0�� Description of Construction&Waste materials Fa p.92ted to be Stored On-Site. --- ' ' r --'-'------- ------------------------------ -_�e.§tored On-8ite.emporary&Permanent Soll Stabllizatlon Plan that meets the Current Version of the -------------------- ew York State Storm Water Desl n Manual Technical Standard. ;�;0!Lam; ------------------------ ---------------- 1. General -- Plan and Construction Drawin s forthe P 02ct_ ' ' ' ------=------------------------------ -- ---- -------------: i0� r------ 12. Dimensions Material S eciilcatlons&Installation Details for Ai Erosion&Sediment Control Pra_ctic_e_s._, --------'--'- -------------- .... 13._Temporary Practices that will be Converted to Permanent control Measures. ICI r-----------------------------------_ ------ - _____ ____________________ ____J I I L___-_-.-_-_--_ 14._Implementatlon Schedule for Sta In Tem ors Erosion Control Practice or BMP. ----------------------------.__.. ---------- s s_- P-- '------------------------------+0;�;©�_ - - 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& , , , , -------------------------- ------------------ Sediment Control Practices. ------esofPo---- -dace W�tf�r�'of-t-he Names of Potential Surface Waters of the State of New York and/or MS4 that may be ; ' ' �`--------'---'-'-"------------------- __.-.. . _ Impacted by Development. _--_---__- ,DiO�® ------------------------------------" , '-------------------- 17. Delineation of Storm Water Control Plan Implementation Res 'onsibilities for Each art ofthe , --------------------------.----___p-- _-- ____._._ •___Pro ect Construction Site. 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Drains a Swales. � ------------------------------------.--._ ._-_. ...- 19. IdentlficaUon of All Contractors)/Sub-Contractors) Responsible-for Installing,Constructing, '" ' --------------------- ---------- _-------------- Repalrin ,Re lacin ,Inspecting and Maintainingthe Erosion&Sediment Control Practices. N� C0t4lI Ala-OILS P%`Ct-fb AT 1 1-}I.S Storm Water Management Control Plan Checklist# 1 03-12 I f��l`tN r?a7 1 /-N�-YT —• � S� �j �= A = o ��1 I V -_ - NOT E : C321 1-4S► P-0C-% TO C-Gt1StSi OF '7RV (L61NI'1 (A- [Cz1,�t Q c�I F12 �( -l'1-�Q� M &Q c E OF I IAA SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(631)765- 5�16 G roger richerttown sout�io ny.us P.O.Box 1179 a0 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: p IZZ7&A- Company Name: Cv S 5C-6(212Z.(C— Name: - License No.: s 8 — r— Address: o . (�so x �t S' Sm U'-n o c _--4 /U-` 1 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: I CO �C'D 1-fi i✓ 6, *Cross Street:.,!02 S PA i *Phone No.: Permit No.: .-?7e ,0 a Tax Map District: 1_ Section: sp Block; Lot. �13 1- *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 01 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES 1 NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD l 000- OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER N E _ ACR. S W CODE / DAT OF CONSTR TION 92 (1( 11 � 10% C L.:a a� �t (f w Te V 1'4:''c�' �°"CtY rf YC H K e °� € '. LAND IMP. TOTAL DATE REMARKS �c)y0? • gss�ss r�i i etc? � .,.._ t 1 �� 4 i A/A •' .tl •_fir �3 53 ,A"'rA — MayI ntiic Ivor r-.,.L) OG7 tD f`121 /cR Nmoc,tt } &L& Wayt .t_.' 1;112 ev ® - ,ail ' �� P\°' ' a -b, l f 1 q0 v 7SQ0 ?00 r 3c 2©d3 8 Al 3 L� l � rr ,Lk wrt-L..tJC _ G ,� ✓N L 2c Z L Zoo I 1z I e.J ����� ��a a- . P a8U - ,t tnd ob I a 13 d� g 93 10-c-c_S Bp4-- a g3 f?>; 7qq add,i Ems +GZdt�o-h o 8 Is 63 9 P#:, 3 - c W. ce_s #317� -e S 115 o 0 3 2 - e IaCes 89 7 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD -Meadowland DEPTH** 8 �� Y YQ cnt House Plot BULKHEAD -rnF,�,�C� tj fir- Sim �7- Total �Y � Y t S!d Y• "'dam 'y6 . •YNfj. " •SisP �. 1 41. ■■■■■■■"M■■MMENNIONNO , y � k, ■■■■■■e®■■e■■■e■�i■■■ �MMot,- � �� ,. z �, rK..,... �-�4- ■■e■ems'!_-.+■■■®��■�■■■■■■ J . .• • ® m• I Foundation : . l6terior Finish • ®® Fire Place 9 - Rooms 1st Floor �_ I ....{'w� //•��y`1.�^�' qq'�^S� (4��,� i` L;t• '-���' - t:.�-' �...f 5 k� KEN � �� l[�. } SUF'FOt -O6i-M Y' c - , aa(? 42 Fi. D IMF'; i5 z The sewa dis osal.ar<d°'Wat,er sty 1 !. _ Y Y::�a - � t �1 P. .PAY _ _ z acilitie� Por t'3^�s a•ca ::�.:.... � _ .and-:-found lnspeeted;.b this d .P .tm o be satisfactory. Q¢ n r` P�J ' t N' Ghief of `�enera7=En n c e S rAX a , i t 1 � fZSO {, ' �. rn il1Ell � j tit �" ��t'L:,� .. =;�� �i 7"�' 1.•!•'}-. � �:" - a +' t 411 ;y,� .�� � � "�y��/ 5 ' _ fir' - O - '•'~fir^. �t�� ,.� j �ucrnt-;-r r- 44-;ce s _uj � r.:"s:r' �^�lt: 7r Tc7X r1{ # 1�. :•:1 t',7 ft-f - - _ f �i:>s-. :JLa t'Js r. �!i.'-...t:.."C� �_i{��.�'s-1�I.�.i:'l'.1�} .. ..^.^., ::: i^ � ( �•t( �5� �.i.. t GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND ---- - -- --- /- - CONTRACTOR N 0 T E S REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir ;#2 or better. 2. FIRE SAFETY: 1 A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A °A°K ASSOCIATES, LLC } 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. residential & commercial design engineering•consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. 506 Main Street phone: (6311 767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW PORK, BUILDING CODE, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH a. All trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11978 fax: 1631)466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. EMail: CArm8888@aol.com 2. 5. Erect and brace trusses in accordance to truss plate institute recommendations. __ _ BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ee_oski,Arm&KehlAssociaces,LLCoformerlyEastEndDesignAssociates,LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES OWNERSHIP & U T USE OF DOCUMENTS: 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a. All plywood shall be in accordance with the American Plywood Association (A�PA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain off face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE IINDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION, therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work 5• THE CONTRACTOR SHALL BE RESPONSIBILE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED or project other than for which they have been CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. i I 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE'FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL (CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL' AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, 9. THE CONTRACTOR SHALL DO ALL CUTTINIG, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS PLUMBER CERTIFICATION DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER„ TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,.,.WATER, OR ELECTRICAL SERVICES TO THE OWNER. ON LEAD CONTENT BEFORE 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH CERTIFICATE OF OCCUPANCY THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FRONA THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH SOLDER USED IN WATER LEVEL OF THE FIRST FLOOR ARE TO BIE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES RIND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES SUPPLYSYSTEMCANNOT WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE EXCEED 2/10 OF 1% LEAD. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEERS ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 1 THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 3. THE CONTRACTOR WILL COORDINATE THE: ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND a HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE i THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM_& KEHL ASSOCIATES, LLC. HARMLESS RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. PLUMBING 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ALL PLUMBING WASTE SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. b WATER LINES NEED TESTING BEFORE COVERING i i I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC I SUBJECT TO DAMAGE FROM WINTER ICE SHIELD {RETAIN STORM WATER RUN ff SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY PURSUANT TO CHAPTER 2 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C N . Y. STATE E N E R G.Y' ° C 0 D E PRESCRIPTIVE DESIGN OF THE TOWN CODE. DESIGN CRITERIA Y I j PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS M (in pounds per square foot) of „ I I USES(s) AND OCCUPANCY CLASSIFICIATION(s) USE ' LIVE LOAD DEAD LOAD AS PER CHAPTER 1 OF THE ENERGY CIONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, OCCUPANCY OR SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, USE OCCUPANCY EXTERIOR BALCONIES 60 10 USE IS UNLAWFUL RESIDENTIAL R-3 DECKS (f) 40 10 ADDITIONS AND ALTERATIONS SHALL CCJNFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 WITHOUT CERTIFICATE TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 101 .4.4.1 ADDITIONS: OF OCCUPANCY TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ! CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING V B ATTICS WITH STORAGE (b,e) 20 10 SYSTEM(S) TO COMPLY WITH CODE. PROJIECT: HEIGHT AND FIRE ARENA ROOMS OTHER THAN SLEEPING ROOMS 40 10 ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING H BUILDING SYSTEMS. EIGHT FIRE AREA SLEEPING ROOMS 30 10 APPROVED AS NOTED SCHORER HEIGHT, BUILDING. 101 .4.4.3 OTHER ALTERATIONS DATE 7 P.; 3 Z/0-7- THE VERTICAL DISTANCE STAIRS 40 (c) 10 WHERE LESS THAN 50% OF A BUILDING, SYSTEMS OR SUBSYSTEMS MEASURED IN UNITS . FROM GRADE PLANE TO UNLIMITED AREA FEE 45' 7'Go THE AVERAGE HEIGHT 3 STrORY GUARDRAIL AND HANDRAILS (d) APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS ---BY RESIDENCE OF THE HIGHEST ROOF AS PER TiABLE 503 200 (a> 10 TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION 765-1802B BUILDING AM TO 4PPMTFOR THE SURFACE E 14'-7 " 30 10 OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. FOLLOWING INSPECTIONS: AS PER SEC I 502 OF ROOF 1. FOUNDATION-TWO REQUIRED 1050 KING STREET THE BUILDING CODE of FOR POURED CONCRETE NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- SECTION 402 2. ROUGH-FRAMING,PLUMBING, ORIENT NY 11939 $ TOTAL HEIGHT FROM RIDGE TO GRADE 17'-7 " POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. BUILDING THERMAL ENVELOPE STRAPPING, ELECTRICAL&CAULKING " b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3 INSULATION 4 FINAL•CONSTRUCTION&ELECTRICAL LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET MUST BE COMPLETE FOR C.O. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ALL CONSTRUCTION SHALL MEET THE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL D1OUGLAS FIR - LARCH #2 AND BETTER STRESSES. REQUIREMENTS OF THE CODES OF NEW DRAWING TITLE: YORK STATE. NOT RESPONSIBLE FOR j ALL EXT. DECK FRAMING MATERIAL C:CA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN DESIGN OR CONSTRUCTION ERRORS. ACCORDANCE WITH SECTION R802.10.1. GENERAL NOTES I e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS i I TABLE'R402.2 ELECTRICAL MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSPECTION REQUIRED SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL ALL CONSTRUCTION SHALL BASEMENT NA FIRST FLOOR NA SEVERE (b) MEET THE REOUIREMENTS OF THE FOUNDATIONS M�pv +� i NEW SECOND FLOOR 82 SQ FT COt S W%W V STATE BASEMENT WALLS, UNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: li LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & DIAPER ASSOCIATION (AF & PA) WOOD FRAME JUNE 19, 2012 BASEMENT SLABS AND INTERIOR SLAB ON I C� COPYRIGHT 2011 D.A.K ASSOCIATES LLC. PROJECT NO: GRADE EXCEPT GARAGE FLOOR SLABS I ATTIC (HOUSE)(a) NA 2,50o c CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FACMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTIC (HOUSE)(b) NA , ( ) ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 953-2012 NEW GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDAFRDS NO SUBSTITUTIONS UNDER FEDERAL COPYRIGHT LAW. DRAWN BY:SECOND FLOOR GARAGE NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND All Framing Hardware Shown on these Plans, PLANS MAY NOT BE REPRODUCED WITHOUT OF NEW BDK FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENITS. BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong- WRITTEN AUTHORIZATION. J DE��, 0,r CHECKED BY: SCREENED PORCHES NA Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF f ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN EI`NGINEER TO HAVE A CAPACITY 0 JJD SUNROOM NA D.A.K. ASSOCIATES, LLC. * SHEET NUMBER: PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CiALCULATED FOR EACH CASE. r �, a �.;� DECKS NA Due to the Relationships of Framing Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) n „. "� w COVERED BREEZEWAY NA SHEATHING NOTES: to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. m % ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THIE NAILING SCHEDULE OF THE AMERICAN FOREST 2 - ' - ? COVERED ENTRANCE NA Framing Hardware Substitutions will Render , °, G1 ! POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTFiRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the �0b 072`° FOR SI: 1 POUND PER SQUARE.INCH + 6.895 kpa UNCOVERED ENTRANCES NA FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for (a) AT 28 DAYS PSI g P Y Acceptance of these drawings does not authorize the right to build without j (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the .Design and Performance of the Entire System. (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL Y the authorization of local governing agencies, SUCH as Suffolk County Dept. Doe NUMBER: of b WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d of Health Services, Town Building Departments, DEC, FEMA, etc. O O (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR, BOX BEAM JAMES J DE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to ERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES, Lc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE i� 1 SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM D TWO 8d NAILS THIS / I - I A H N LI SIDE OF TRUSS. M T S 2 O L T S 2 0 --- ---- 1 ALLOWABLE LOADS 1,2 LOAD ° + FASTENERS LATERAL WITH TOTAL FOUR o MODEL GA UPLIFT UPILIFT (133 16 8dx1I" CODE 8d NAILS o0 NO. TO AVG NAILS REF. INTO TRUSS To RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& - - TRUSS cr_:- g ° SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SON WOOD CONSTRUCTIONH7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MAANUT S AL FOR ALL FOOT NOT AND ?-= TAKE-UP WASHER_ SIDE OF CEILING JOIST AND ON SIDE OF RAFTER D a A a K ASSOCIATES LLC PROPER INSTALLATION PROCEDURES • _ residential & commercial design a engineering a consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWIABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTJ"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o 506 Main Street phone: i631)161 6011 MODEL GA AVG 2 REF. INTO o •• o Westhampton Beach,Newyork 11978 fax: i631)466.3354 NO. MAX. CLEAR ULT. LFTA LFTAPLATES o00 0' ' WIDTHSPAN L OTY DIA 1}" 2" 2}" 3' 3}" 1}" 2" 2}" 3' 31" i EIGHT .' E-Mail; CArm8888@aol,com INTO AIL S P 4 ee os i 0 ,Arm&Kehl Associates,LLC o formerly East End Design As, LLC LFTA 16 21" 17" 38J"16-10d — 4200 1205 1400 5, 44, 85 STUD soci -- ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o° These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS s MODEL L AVG 11Od 1Od x 1}" CODE ° 10d tOd x 1�" (133 /� 160) (133) (160) ° ideas, design and arrangements represented No. ULT. REF. LFTA LSTA21 °° therein, are the property of D.A.K. ASSOCIATES, ° LLC'. No part thereof shall be copied, disclosed MTS16 16 14-10d 14-10d x 1�" 3116 10)00 840 1000 3, 41, 128 ° o° others or used in connection with any work to ° °° °° or project other than for which they have been ° prepared without written consent. o ° MTS20 20 14-10d 14-10d x 1�" 3116 10)00 840 1000 3, 41, 128 ART "x12 o i e Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 1�° 2383 775 720 720 3, 41 CNW DETAIL "E" I COUPLER NUT DOUG-FIR-LARCH Equal number ofTYPE OF DIRECTION SO. PINE CODE s ecified nails InMODEL CONNEC- OF LOADALLOWABLE LOADS REF. p I TION FLOOR ROOF (133/ each end 1I 11 N0. (100) (125) 160 Simpson Strong-Tie DETAIL K G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 1 645 670 MATERIAL DIMENSIIONS FASTENERS ALLOWABLE TENSION LOADS""9(DF/SP) (133) HOLDOWN HOEDOWN DEFLECTION CODE o ° ART "x12 STUD DEFLECTION MODEL MACHINE 4VC' LENGTH OF BOLT 2,a AT HIGHEST AT HIGHEST REF. °° o NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o GA GA HB SB W H 8 So CL DIAS•a DESIGN LLyO�.IAN RAISED OFF OI OTY DIA 14" 2" 21" 3" 3�" 5}" LOAD THE SILL PLASED o o HD2A 16 12 4{J" 2 " 2 " 8" 2 1" 1;" ?' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 o MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. (1,33) DF / SP (160) RODE SP4 3 7}" -1Od x 1}" — 2917 73$5 885 7, 40, 127 0 i MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS 100 (133) (160) REF. o0 10o WORK NOTES: ' LSTA21 20 1 21 - d 905 1205 1295 7, 40, 90 00 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE j MODEL GA W L NAILS 1001R (133) (160) REF. Simpson Strong-Tie { MSTA24 18 1 1 1025 1 1370 1 1640 1 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL (FASTENERS NO. L END GA CUT LENGTH (TOTAL) SPACING REF. HD2A OF ROLL LENGTH L (100) (133 / 160)2 IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Slmp)son Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DOUGMODEL MN. -FIR LARCH/SO. PI 4E ALLOWABL F LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA HEADERS AA VG UPLIFT FLOOR 100 SNOW 115 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES w H B 1od 1sd JOISTS ULT. (133)(160) 1od 16d 1od 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 4-16d 4-16d &076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL 'II" !, HUS210-2 14 3� 9{�" 2 8-16d 8-I6d 6;076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 DOUG-FIR LARCH/SO/SO INE ALLOWABLE A MODEL FASTENERS LUPLIAVG UPLIFT LATERAL UPLIFT (133/60) REF. E No. GA WLT. TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 HGAIOKT 14 4-SDS}"x1}" 4-SDS}"x3" 1523 435 435 1165 940 160 " 0 { USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR o /• • O o SE A MINIMUM OF COUPLER NUT "P4 8d NAILS TWO Bd NAILS THISo sTv LSTA 1 SIMPSON INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 °° • SIMPSON Strong-Tie TOTAL FOUR o /• O o HD2A °°o° TAKE-UP WASHER IN NAILS SS LSTA21 HUS210-2 ° TWO o FI PROJECT: 8 AIL o p TO ° PLATES EIGHT-' TWO 8d NAILS INTO 8d NAIL INTOo SCHORER STD Simpson Strong-Tie PLATES o0°o DETAIL "A" I "' EIGHT 8d NAIL ® DETAIL "D" DETAIL "G" DETAIL INTO STD Slmpsmn Strong-Tie RESIDENCE H7 Simpson Strong-Tie LFTA o ROD SYSTEM LFTA °° LFTA ° 1050 KING STREET o �I BP ORIENT, NY 11939 o. I I, DRAWING TITLE: SIMPS ON WINDLOAD CHARTS & CALCULATIONS LTP4 I' & o LTP4 STRONG-TIE DETAILS o.o:..o LTP4 SET: ISSUED FOR: DATE: DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JUNE 19, 2012 LTP4 DETAIL 11Bt1 PROJECT N0: LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 953-2012 Simpson Strong-Tie UJ (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connection-s (4) SHEATHING TO BE NAILED TO TOP PLATE DK OF NEW �P� DEE �O CHECKED BY: NO SUBSTITUTIONS ��� ��o�lf JJD All framing hardware shown on these plans, or SHEET NUMBER: r- {I:, unless otherwise indicated, is Simpson Strong-Tie, "� 11LU No substitutions are approved or authorized, Z�F '" �o; G 2 Due to the relationships of framing hardware to �RoFESS10`AP I the other components of the structure, any framing DOB NUMBER: OF i hardware substitutions will render these plans null and void, and Will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES, Lc performance of the entire system, I I REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D OAa K ASSOCIATES LLC residential & commercial design s engineering a consulting 506 Main Street phone; (631�765-1862 Westhampton Beach,New York 11978 fax; (631)466.3354 E-Mail; ssbn654@optonline.net Deerkoski,Arm&Kehl Associates,LLC o Formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented i 1'_4 therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work 7-4' •-o' -� or project other than for which they have been prepared without written consent. I LINE OF CATHEDRAL CEILING IN BEDROOM #1 U U EXISTING EX. BATH ° EX. BASEMENT UNEXCAVATED BEDROOM #1 `° BEARING POINT -i EX. GARAGE INSURE POSTING (3 c3 TO FOUNDATION eo ao BEARING POINT /11NSURE EARING POINT BEARING POINT N N INSURE POSTING POSTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J INSURE POSTING TO FOUNDATION O FOUNDATION EXISTING (2)2x10 GIRDER i TO FOUNDATION 31" DIA. STL. COL. A ON 24"x24"x12" A A 2X10 C.J. 16"oc• CL• A WORK NOTES: A301 CONC. FOOTING A301 A301 A301 W8x18 W8x18 i � v EX. S1AIF R EX. S AI S 10 FLI DN U U U U U N O O O O • O X @ ll I I q (O (O (O (O ® EX. BASEMENT @ c� EX. BASEMENT @ @ 0 0 0 0 EXISTING 0 EXISTING X X X X BREAKFAST X KITCHEN N N N N N 31" DIA. STL. COL. ON 24"x24"x12" CONC. FOOTING i W8x18 _ _ W8x18 _ W8x18 _ W8x18 _ EX. LIVING ROOM 31" DIA. STL. COL. ON 24"x24"x12" CONC. FOOTING o EXISTING EXISTING EX. BASEMENT EX. BASEMENT DEN DINING ROOM PROJECT: v 0 X " SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 i 14 -�• DRAWING TITLE: FOUNDATION PLAN -4• AND FIRST FLOOR PLAN SET: ISSUED FOR: DATE: EX. FIRST FLOOR EX. FOUNDATION PLAN PLAN- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" i I SEAL: DATE: JUNE 19, 2012 ROJECT NO: 953-2012 DRAWN BY: �pF NEB, BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. DE Q CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��h � DE y�a�� JJD SHEET NUMBER: UNDER FEDERAL COPYRIGHT LAW. Q , PLANS MAY NOT BE REPRODUCED WITHOUTLU WRITTEN AUTHORIZATION. 2 iY z ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF (j'F 'y0. oL �z� Al 01 I DTHE RIGHT OTOIABUILD ONLY ONE STRUCTURE FROM THESE o Ss�d P� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF j Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D A K ASSOCIATES, uc agencies prior to construction. j J • A REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS • � i lam j ----- D oA o K ASSOCIATES L.Lc residential & commercial design•engineering consulting i RIDGE 506 Main Street phone: 1631I 165-1862 Westhampton Beach,New York 11978 fax: (631I 466-3354 — ---- — E at ssbn654@opfonline.net Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: -- These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, -- �� ❑❑ LLC. No part thereof shall be copied, disclosed to others or used in connection with any work 2 41 2 5 3 3 2 41 or project other than for which they have been LINE OF ROOF INTERSECTION WITH WALL prepared without written consent. LLLLLJ — ❑ � WALL HEIGHT IN BEDROOM �1 FIRST FLOOR HEIGHT WORK, NOTES: NORTH ELEVATION- SCALE: 1/4"= 1'_0" EAST ELEVATION SCALE: 1/4"= 1'-0" p �_---r--i------__7F___==7r---__—__--- ____—_—_____====-1- II II I I I � II II I I I II II I I II II II I I I � I I BEDROOM #1 Below II II I I o o Ij 19'- I I co io l II I I @ ATTIC @ II Point I Continuous (2)1j"x 18" LVL Up-set Beam Bearing I I — J I Bearing Point l Provide Posting I 7 Framed wall =___= I Provide Posting 00 To Foundation I I �'� New Windows�"� 'x To Foundation X PROJECT: 2341 2353-2353 2341 - - - L wl t ' 1 j"x11 j" LVL t o I I A I ISCHORER A �I m�Ridge Beam (� i i I I A301 A301 C2I I x 2X10 IR.R. Old 2X10 R.R. �I 2RESIDENCE � 16"foc. � � 16"oc. Iv ace of 12-' I 1= I I 1050 KING STREET )�c1Q I�Q�e _ — — — _ — m Insure That The Dormer -' o ORIENT NY 11939 I Side Wall Is Framed co / I I o Directly Over The Wall X I �I I ?C I IIII in The RoomN 1'-tYz E I �\ I BATH o — — — - - - - - - - - - - - - - - - - - - -- - -C- - _-� al I o , IIII I o I r2 o II X DRAWING TITLE: I � X 6 ELEVATIONS X AS NOTED & EXISTING Section of Roof I SECOND FLOOR PLAN BEDROOM #2 Framed on Top of Existing Roof I II SET: ISSUED FOR: DATE: LIVING OM BELOW (J U II O O II (D I I � Ud II a I I SEAL: DATE: C 00 � II JUNE 19, 2012 o: N BEDROOM #3 N N II PROJECT NO: II 953-2012 00 I I DRAWN BY: N I I �pF NEpV BDK ©COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CO �. DEER a,? CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED , o JJD UNDER FEDERAL COPYRIGHT LAW. � �A, cr_ SHEET NUMBER: II PLANS MAY NOT BE REPRODUCED WITHOUT ---- - - -- -- -- - - -- -- -- - --- -- - - -- � WRITTEN AUTHORIZATION. _ A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `Pc" '�o D.A.K. ASSOCIATES, LLC. oAROFE 7 N SECOND FLOOR PLAN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF I SCALE: 1/4"= 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS r 14"x118 LVL Ridge Beam DoAoK ASSOCIATES LLc residential & commercial design•engineering•consulting Match Existing Roof 2" CDX Roof Sheathing Shingles 2x10 Rafters — 16"oc. 1 x 6 Fascia and Rake Boards (Match Existing) 506 Main street phone: (631)765-1862 Westhampton Beach,New York 11978 fax: (631)466.3354 E-Mall: ssbn654@optonline,net 2 x 10 Ridge Beam I I I I Deerkoski,Arm&Kehl Associates,LLC o formerly East End Des ign Associates,LLC IIII IIII OWNERSHIP & USE OF DOCUMENTS: I I () These drawings and specifications including the T1 I ideas, design and arrangements represented l1 U I I N therein, are the property of D.A.K. ASSOCIATES, R- 30 Insulation T � ��� � � � ^0 '0 i LLC. No part thereof shall be copied, disclosed i „ I I I I Cfl or project others e t othered in tthan fornwhichnthe h any work have been d prepared without written consent. � 2X8 C. J. @ 16 oc. � � � � � � � � ►�� RIDGE p ' y l o �. Match Existing Fascia rr) I �� I iiih I � � � � (� �I� Pella Windows to Match Existing And Soffits. O —t — - - - - - — — — — — — — — - - a oFASCIIA 2" CDX Sheathing J I 10D I 2x4 Studs — 16"oc. 0 FIFI 11 �—1 R- 15 Insulation ° I � a� = Kneewall f 1L=5 3/ 1 x6 VJ Cedar Siding o I � 2 41 2 5 3 3 2 41 2X 4 Top Verify With Owner o o LINE OF ROOF INTERSECTION WITH WALL Plate III I I WORK NOTES: 107-8" 2X4 Bottom Continuous (2)13�) 18 Up— set Beam LVL U Plate 4 V''Vestern Gable Wall EXISTING BEDROOM #2 00 I 3%" 12'-1" 32 SECOpND FLOOR HEIGHT F 7T II j WALL.,, HEIGHT IN BEDROOM #1 I FASCIIA II Post To I I j EXISTING Post To Fotundation I ) BEDROOM F-oundation # PROJECT: � II SCHORER Sollid Blocking Solid Blocking RESIDENCE 1050 KING STREET ORIENT, NY, 11939 I DRAWING TITLE: I I CROSS SECTION I SET: ISSUED FOR: DATE: i SEAL: DATE: JUNE 19, 2012 PROJECT NO: 953-2012 © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NS BDK UNDER FEDERAL COPYRIGHT LAW. PEE D� w`o CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT �S o � JJD CROSS SECTION rA WRITTEN AUTHORIZATION, , , „1 ��' .�. SHEET NUMBER: Fix ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. 2 z THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Nam ` ''" A301 p SCALE: 2" = 1 '-0" 301 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. llc � �SSION Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such JAMES J DEERKOSKI, PE agencies prior to construction. © D•A•K ASSOCIATES, LLc f< I I