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Home My WebLink About45540-Z O�Og11FF0 G Town of Southold 3/17/2022 a� yin P.O.Box 1179 o _ 53095 Main Rd O�rir Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42925 Date: 3/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2737 Rocky Point Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-3-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/24/2020 pursuant to which Building Permit No. 45540 dated 12/7/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion of garage to bedroom,to existing single-family dwellingas applied for. The certificate is issued to Pinkwater, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45540 3/29/2021 PLUMBERS CERTIFICATION DATED 3/18/2022 ose Whitecav b 0 v A rized Signature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERIC'S OFFICE o • 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#: 45540 Date: 12/7/2020 Permission is hereby granted to: Pinkwater, Susan 240 W 98th St Apt 12C New York, NY 11025 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2737 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 30.-3-6 Pursuant to application dated 11/24/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $380.00 CO -ADDITION TO DWELLING $50.00 Total: $430.00 r Bu ctor OF SO(/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 oly�oUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan Pinkwater Address: 2737 Rocky Point Rd city,East Marion st: NY zip: 11939 Building Permit#: 45540 Section: 30 Block: 3 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wllcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer Uc Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches g 4'LED Exit Fixtures Pump Other Equipment: Notes: Converted Garage Inspector Signature: r Date: March 29, 2021 pg S.Devlin-Cert Electrical Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWNHALL 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: L 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%p 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$15.00 Date. J d— Ij—Za New Construction: l �a�(�i tN Old or Pre-existing Building: (check one) Location of Property: 2.173 7 ?.b Cy y p f 6 House No. Street Hamlet Owner or Owners of Property: Z.SSA-4xk t KT rz-p-- Suffolk County Tax Map No 1000, Section Z® Block 0,3 Lot ®� Subdivision_ N f�- Filed Map. X Lot: N-A Permit No._-4M6 Date of Permit. Applicant:_ P.3�-rT Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ , hcant Signature d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 :. • Southold,NY 11971-0959 BUILDING DEPARTMENT Towle OF SOUTHOLD .L.O N: c/ DaW: Z Z Building Permit No. `sq d SUcnf� �G � Owner: ..- ,,_ ,,.,:,. -dumber . :�1�+,..,.��. - �.::f-,✓' ' Y_ ,� ...�h�. . ,_ _.. . - 5,_ .. �. ...M .. (Please print} I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . J 4 (Plumbers S'egnature�` Sworn to before me Alis O ' day of _. 20 i Notary Public, CHRI t ;�pEkAGf ''` NotarX.t uB7 tai of New York rPl0AU, t}-`.Silffo(k�ouaty t Co>�mn� nl`xpi'res 0ESoUlyO� L4SS*) "D-73-7 # TOWN OF SOUTHOLD BUILDING E T. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ :] FIREPLACE & CHIMNEY [ " ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION EL TRICAL ROUGH [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oiAsi�g aP bag..caaoln ead a - I b e, DATE _ 2 INSPECTOR w SOUIyOIo l # } TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] KULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] LatA PRE C/O REMARKS: f ' f DATE 3 '?gyp INSPECTOR pf SOplHo6 5`5 yZ7 3 7 'ZoeP,Y "PO l tv # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 ' INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] -1NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 3Z ZI INSPECTOR --� ' FINNE — , P n Ovater HOne Assigned ""°' ❑y. 1 1 9036319 Illlllilllllllllllll Iilll TW2642 SASH, WHITE HIGH PERF LOWER TEMP PI NO GROMMET 140'.N.....•001 i0i Jl0�1 IIIIIIIIINiillllllllllllllll'Illllllllllil `�';.2°^ o�+1ere821 I19fi87g1fi wlozamas �ioeos�sw — 1 ` 5 t ,�I r a .a-a JIMESN1 of 0 �F�NNE pinkwafer L 30110f M. I!Itd6II PUMP '� R�IWl1D oJa„ t rrwrw wx wxnr xwx rrenowre ////// IMI AIICOMArbf1 ; } W INW 5 DOO AndersOOenHS 1 � LJ Double-Hung s Window Em L ��s V.A' .f / t+- r OF ILI - _n 79 im J i i ' r pinkwater w acallan # None Assigned ��, _ I ine Qty AW Part N ❑ 1 1 9036319 TW2642 SASH, WHITE HIGH PERF LOWER TEMP PI NO GROMMET AW Code: 1903631900001301375543 c�no►, On,ordrr my fill Ill 1 of 2 ..._ II i I i i II i II li illl III IIII IIIII got $ Prod!Q. Ship Date Order 1108094303 04/18/2021 19667816 W02317133 Z�f .1 V � , , j 11 :i � ` A � � � A►�-��, `��.�. a f� fJ l i i jY' '��9 •� fJ !'.sem • t. Kv 11.01 N 05t'f AQ 4� yP ► � _ 'n. V Y - 4 w + Bunch, Connie From: daniel finne <finnecontractinginc@gmail.com> Sent: Monday, April 05, 2021 9:32 AM To: Bunch, Connie Subject: [SPAM] - Permit#45540 Y 'f. 's •f., z d >z< i i Ilf'�i�l0�id��r IPi111rliplrr v^r` - ul 4 �i, ilulllll � 1 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 F- - (631) 774 7355 Date: December 23, 2020 �� y `-' APR 2021 To: Town of Southold Building Dept. i Re: Framing, Strapping, Plumbing Inspection Pinkwater 2737 Rocky Point Rd. East Marion, NY Permit#45540 To Whom It May Concern: A Framing/ Strapping/Plumbing inspection was performed on the above mentioned property, and all framing, strapping, and plumbing was installed as per plan and meets all State and Local codes. Also a pressure test was performed on the entire plumbing system. Any questions feel free to call. cerely, SOF NEW)_ 5 °EERY q� s J Deerkoski P.E. I— tQe w Lij tP � �O 725 l " JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 28, 2020 APR 1 2021 To: Town of Southold Building Dept. Re: Insulation Inspection Pinkwater 2737 Rocky Point Rd. East Marion, NY Permit#45540 To Whom It May Concern: An Insulation inspection was performed on the above mentioned property, and all insulation was installed as per plan and meets all State and Local codes. Any questions feel free to call. F NEW incerely, ro incerel� 0 �p amJI m J Deerkoski P.E. FIELD INSPECTION REPORT 'DATE COMMENTS LN FOUNDATION(1ST) � y ------------------------------------ FOUNDATION(2ND) � g ROUGH FRAMING& H PLUMBING Cp INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIOIAL COMMENTS 2 2� o r z 0.y d b H. TOWIT SO-UTHOLD BUILDING PERMIT EAPPLICA TION CIIECI�I.IST 1I11�.,13I M IIDIC+FARTIVR T TOTvT\j HALL Do you have or need the following,before applying? SOUTE[OILID,NAY 11971 Board of Health TEL: (631)765-1902 4 sets of Building Plans FAX: (631)765-9502 Planning Board approval S®�ttmo�dlt®wn� eg®v Survey aL�T_DTI ori dr- Check Septic Form N.Y.S.D.E.C. Trustees NJl C.O.Application Examined 20 Flood Permit UPI Single&Separate Q F le- Truss Identification Form Storm-Water Assessment Form Approved ,20 Contacts Disapproved a/c Flail to: �FJ f L ME'S I g y�Sr-,c L� Ls.c, 5c��1'1 (Y-b Expiration Phone: (P31-t(3,1-9C0Dkt ! �] % � ` Building ctor 41 V •�CAT10N FO R�NMD1!t`�tG PE [T N 0 V 2 3 Date 20 0 a.Tl�iisappYiatxQp jmpletely filled in by typewriter or in ink and submitted to the Building sets of plans,accurate plot plan to scale. Fee according to schedule. dmg Inspector with 4 b.Plot plan showing location of lot ark 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 permit shall be kept on the premises available for inspection throughout the work applicant.Such a P e.No building shall be occupied or used in whole or in part for an issues a Certificate of Occupancy. Y purpose what so ever until the Building Inspector f.Every building permit shall expire if the work authorized has not commenced within 12 months after the issuance or has not been completed within 18 months from such date.If no zoning date of Property have been enacted in the interim,the Building inspector may authorize,in writing,the extension of the or other ons affecting the addition six months.Thereafter,a new permit shall in required, APPLICATION IS HEREBY MADE to the BuildingDe Permit for an Building Zone Ordinance ofthe Town of Southold,Suffolk County,New Mork,and other applicable La pat-tment for the issuance of a Building permit pursuant to the Regulations,for the construction of buildings,additions,or alterations or for removal or demolition applicant a Comply WS Ordinances or agrees to Com 1 with all applicable laws,ordinances,building code,housing code,and re uta ons,and ttoa�The authorized inspectors on premises and in building for necessary inspections. it ign a of applicant or name,if a corporation) State whether applicant is owner, less as (Mailing address of applicant) lessee, �eiZ arChiteCt �ndner.general contractor,electrician,plumber or builder Name of owner of premises 2 If ap ' ant is a corporation sign FA�o, the tax roll or latest deed) e of duly authorized ofcer 1Y1ZM ot- and We of corporate officer) Builders License I'do. J�l� Plumbers License No Electricians License No. �-tiI's Other Trade's License Na. I. Location of land on which 7OPosed work will be done: 0 K House Number Street Hamlet County TaX Nlap No. 1000 Section .30 Block 03 Lot 06 Subdivision VA- Filed Map No. /\lALot NA 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I pEIO r I W 1 ,GLE b. Intended use and occupancy RES,N rZG%1 1 L- M 4 LiE 3. Nature of work(check which applicable):New Building Addition Alteration. A Repair Removal Demolition Other Work 4. Estimated Cost !5(L Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units NA— Number of dwelling units on each floor MA- If garage, number of cars --_- N 1} 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. NA � p-I 7. Dimensions f existing structures, if any:Front fo S-8<< Rear 9 t Depth 3(. 2`� Height i (Ok" Number of Stories 1 Dimensions of same structure with alterations or additions: Front (off` "` Rear � Depth 3(0` 0" Height /C/A 6X- Number of Stories—1 8. Dimensions of entire new construction:Front N A- Rear Iii A- Depth NA Height MA —Number of Stories NA- 9. Size of lot:Front /�/®,c 1 Rear �y� Depth 3 Oaf, C)2° 10.Date of Purchase 110 V 2a 6 Name of Former Owner 11.Zone or use district in which premises are situated 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 14.Names of Owner of remises S 35A,a Z Zo clia �pw r4 '®� p �t� � Address 4 Pry-- XY/171M Phone No. 9//7-8(o`(-5'3i Name of Architect 1< �+� A °4nl r�sso� Address 2fes�'�,�,,J:�t Phone No 6� 1-Y33-go91Lj Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO XL 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 X 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?:r. YES / NO IF YES,PROVIDE A COPY. STATE OF NEW YORI,-,) SS: COUNTY OF 5vFr-c,V ) being duly sworn,deposes and says that(s)he is the applicant (Mame of individual signing contract)above named, (S)He is the "zn°i CONNIE D.BUNCH t Notary Public,state of New York (Contractor, e U6185050� orporate Officer,etc.) Qualified in Suffolk oun y of said owner or owners,and is duly authorized to perform or have performed the Commission Expires April 14,2-av said work that all statements contained in this application are true to the best of his knowledge and belief;and thto at the work will e and file this application; performed in the manner set forth in the application filed therewith. Sworn tq,before me this 20 goo bm Notary Public ignature of Applicant Scott A. Russell a°5U�� ST�O�]E��IWAT]ER- SUPERVISOR T\\1 A\N ASG 1EN[JEN1F w SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kTown of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF ")('lH[]E FOLLOWING: 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. 00 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. E]0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted i on FIRM Map of any watercourse. ❑o 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,Dign Professiona. ,.ent. ontractor,Other) S.C.T.M. 1000 Date - District�/,.. District �v0V6 NAME: _ 4, L`L�0L j® O9 C(C:;' ( Section Block Lot (,OSI— q33�9�by 1 OR B[.IILDINIG DEPARTNIE�\T USE O\LY Contact Information: .Z_0g1_t'tvi - - — — — — — — — — — — — — — — — — Reviewed By: Property Address / Location of Construction Work- — — — — — — _ — Date_ — — — _ — — Z` 1� 'Ra�Y p�l� ly� ® Approved for processing Building Permit. i Stormwater Management Control Plan Not Required. � MAR't q /15S17 ® (Forward Stormwater Management Control Plan is Required. to Engineering Department for Review.) FORM ` S1V1CP-TOS MAY 2014 �OO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD j.. '` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 .� <w rogerrl'a�southoldtownnu.gov . seand(&-southoldtownny.gov �. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Gnr.1, s Jc.. Name: G +. r.s V-; License No.: L4-7 2-3 _1K E emaillkj ice ® A.j,a uN• Address: P, o �o i-f—dc a /f. Phone No.: 671, Z g JOB SITE INFORMATION (All Information Required) Name: I W C Address: jZ c. P.a , /KA_/1 d*— -.x Cross Street: Rq - 2 Phone No.: B1dg.Permit#: gSS O email: Tax Map District:. 1000 Section: ® Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: 1s job ready for inspection?: LTA'! NO ou n Final Do you need a Temp Certificate?: YES / s n Temp Informatio (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter d New Service- Fire Rec nect- Flood Reconnect- ervice Reconnected- derground - Overh d # Underground Laterals 1 H Frame Pole Work done on Servic Y N Additional Information: PAYMENT DUE WITH APPLICATION JAi - 5 21021 Request for Inspection Formals /(p�� PERMIT# Address: Switches I Outlets ,�1 I GFI's Surface Sconces I H H's I UC Lts Fans Fridge HW Exhaust I Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: Town Nall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 Fax(631)765-9502 Southold, NY 11971-0959 BMLL®ING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRF-ENGINEERED WOO® CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 11-17-2,0 Owner: Location of Property: dc N I V'J; o � 1/ 119 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure _ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (ill ) _ IN/ _� Pre-engineered wood construction (PVV) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: SA Name (person submitting this form): _R>FaT Capacity (check applicable line): Owner Ix Ower representative TrussReg15.docx Effective 1/1/2015 DECLARATION OF COVENANTS 'AND -RESTRICTIONS SEVENTY MARION ASSOCIATES �� :' 2 6 f SOUTHOLD TUIV PLARKMG BOARD ,w This declaration made this day of 1989 by SEVENTY MARION ASSOCIATES, a partnership with its principal office located at 1455 Veterans Highway, Hauppauge, New York W I T N E S S E T H ; WHEREAS, SEVENTY MARION ASSOCIATES, a partnership with its principal office located at 1455 Veterans Highway, Hauppauge, New York, hereinafter referred to as the "Declarant", is the owner in fee simple of certain premises in the Town of Southold, County of Suffolk and State of New York, known and designated, on a certain MAP entitled, EAST MARION WOODS, a subdivision situate at Orient, Town of Southold, County of Suffolk and State of New York, filed in the office Of. the Clerk of Suffolk County as -Map Number .70' 45 on the 19th day of. January 1982 and bearing Tag Map No. 1000=025.00-04.00-01.1.003. WHEREAS, said SEVENTY MARION ASSOCIATES, is improving said- premises as a planned suburban residential community and contemplate the said premises to. be conveyed to individual purchasers, and WHEREAS,' said SEVENTY MARION ASSOCIATES is desirous of- placing certain restrictions upon said premises which shall be binding -upon all purchasers and Mortgagees of individual lots, their heirs, executors, administrators and assigns or other successors in interest, NOW, THEREFORE, SEVENTY MARION ASSOCIATES declares that the aforesaid land is - held and shall be conveyed subject to the following covenants and restrictions which shall run with the land in perpetuity; 1. Construction Requirements (a) Type J of Buildin - No building shall be erected, altered, placed or permitted to remain other than detached single family dwellings not to exceed two and one-half (2-1/2) stories in .height and having a-private garage for not less than two (2)' cars. (b) Accessory Buildings No carport or other accessory building of any kind may be erected except: (1) a detached garage, (2) an accessory building used- in conjunction with a swimming pool, (3) - a tool shed for the storage of lawn maintenance equipment and other maintenance equipment- used in conjunction With such individual lot. (c) Swimming_ pool Private swimming pools may be constructed on any lot provided they are situated in the rear yard only. and provided further that no portion of any such pool or its appurtenances shall be closer than thirty (30) feet to the rear or side lot lines. No above-ground swimming pools shall be erected or maintained on any of said lots. (d) Dwelling Square . botage_Requirements No dwelling shall be permitted on any lot unless the ground floor area of the main structure, exclusive of one-story open porches and garages, shall be not less than 1500 square feet. If the living area is on more than one floor, the total living area shall not be less than 1800 square * feet with a minimum first floor of 1000 square feet. (e) No part of . any building and/or structure, except uncovered steps, stoops, terraces, patios and chimney breasts shall be located upon any lot within seventy (70) feet of the front street line of the lot nor within thirty (30) feet of any side line of the lot, nor within forty (40) feet of. the' rear line of the lot, except that in the case of a corner- lot a building shall be required to comply with the! front yard restrictions on one street front only provided, however, that the width of the side yard abutting on the street other than that upon. which the lot fronts shall be not less .than forty (40) feet. (f3 Approval„.of Construction Plans All plans for the construction of any building and/or structure and- the siting and facing upon the plot must be presented to. and approved in writing by SEVENTY MARION ASSOCIATES their successors or assigns, prior to the Start of any construction_ Such approval, which shall not be unreasonably withheld, shall be based upon the judgment of SEVENTY MARION ASSOCIATES, as to whether the proposed structure will be consistent with, and will not detract from the aesthetic character of.. EAST MARION WOODS community. All exterior construction, painting and grading shall be completed within one (1) year after commencement . of construction. This. approval is in addition to any building permits or other approvals required by the Town of Southold. 2 (g) Building.Moditica.tion All permitted accessory buildings and additions or other modifications thereto, and any modification of the initial residential building, including any breezeway or other structure connecting an addition to the main dwelling, shall conform in architecture, material and color to such dwelling. Any attached addition to the initial residential dwelling shall not project more than five (5) feet beyond the front wall of the dwelling or structure as originally approved. 2. Restriction on Division and Use of Lots No lot shall be divided and conveyed as two or more 'separate parcels. Nor shall more than one single family dwelling house be located on any lot. 3. Residential Use of Lots No lot shall be used except for residential •purposes. d.' Signs No sign of any kind shall be displayed to the public view on any lot except one professional sign of,-not more..than one square •foot, without- the written consent of SEVENTY MARION ASSOCIATES their successors or assigns. This. consent is in addition to any building permits or other approvals required by the Town of Southold. 5. Animals No- animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that of dogs, cats or- other household pets may be kept provided that they are not kept, bred or maintained for any commercial purposes., In no event shall more than two (2) such household pets be kept, bred or maintained on any such lot. 6. Trailers, Tents and Shacks ' No trailer, except a boat trailer as hereinafter provided, or tent, shall be . located, erected or used permanently on any lot. No • trailer, except the boat trailer as hereinafter provided, or tent shall be located,- erected or. used on any lot for a continuous period exceeding five (5) days, and shall not -be placed on any lot so as to be visible when -the lot is viewed from the front boundary Of such lot. No boat 'or boat trailer in excess of twenty (20) feet overall length shall be placed on any 'lot unless in a garage or authorized existing building. No motor home/camper shall be placed on any-lot unless in a garage or authorized existing building. 3 7. Annoying Activities No noxious or offensive activity shall be carried upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. 8_ Trash Garbage or rubbish shall not be dumped or allowed to remain on any lot. All garbage - to be collected must be contained in closed receptacles, placed inconspicuously outside the dwelling for collection. Trash or rubbish shall not be burned upon the premises. 9_ Clotheslines Clotheslines and laundry poles must be located in the rear yaid and placed so as not to be visible from the street, 10. Fences Fences, whether fabricated or growing, shall not exceed four (4) feet in height, except fences which enclose a tennis court which shall not exceed twelve (12) feet in height. 11. Tree Planting Each lot . owner will plant trees on front of cleared lots outside the bed of the road with 2" minimum caliber. The trees shall be Planted twenty (20) feet apart. These plantings are in addition to any other plantings required by the Town of Southold. 12_ Common Drive and Open Space (a) Upen._Space__Area Subdivider has set aside, as indicated on the subdivision map, an open space area for the use of the owners of lots and their guests and invitees. Said open space area shall be used exclusively for purposes of passive recreation and no buildings, structures or other improvements . shall be constructed thereon. (b) Upkeep of Common Drives Owners of lots, 2, 3, 4, 5, 6, 7, 10, 11, 12, 13, 16, 17, 18, 19, 22, 23, 24 and 25 that have access to a common drive, shall be responsible for their proportionate share of real estate taxes attributable to the .common drives and the upkeep and snow removal thereof. 4- (c) Upkeep..of. Open. Space Area Each lot owner shall be responsible for one (1/26th) of the real estate taxes attributable to the open space area. All decisions as to the upkeep and maintenance of the open space area, including decisions as to the extent and cost of any repairs thereof, shall be at the exclusive. direction of the subdivider or his successors in interest, an association of property owners as hereafter provided. (d) Payment.of .Contribut ons__by,..Lot,Owners While the subdivider holds title to the open space area, he will pay the taxes and expenses mentioned in Paragraph (c) above, and will submit bills to the individual lot owners for their respective contributions. Such bills will be paid in full to the subdivider by the then, present lot owner within thirty ' (30) days after said bills have been mailed to .such present lot owner. In the event that any such bills are not paid by any present lot owner, such charge shall become a lien against any such lot. (e) HomeOwners Association (i) The words "Homeowners Association" or "Association", as used herein, shall refer to an incorporated not-for-profit organization operating under recorded land-agreements through which each lot owner is automatically subject to a charge for a proportionate share of the expenses of the activities of the organization. (ii) The words "Lot- Owner", as used herein, shall `refer to the record owner of fee simple title in and to any lot in the subdivision, including the Declarant as to an unsold lot. (iii) Declarant shall assume all responsibilities of the Homeowners Association until such time as Declarant has conveyed 51% of the lots to the Lot Owners: At such time, Declarants, their successors and assigns, shall, at 'their own cost and expense, incorporate a Homeowners Association and within sixty (60) days thereafter shall convey title to the Open Space to the Homeowners Association. (iv) - Upon the creation of the Homeowners Association, as hereinbefore provided, all responsiblity for operation and maintenance of the Open Space shall lie with the Association. Every Lot Owner shall be deemed a member of the Association, and shall be subject to the by-laws and rules and regulations thereof. 5 13. Invalidation of any one of these covenants by judgment or court order shall in no wag affect any of the other provisions whick shall remain in full force and effect. 14. Enforcement shall be by proceedings at law or in equity brought b3 SEVENTY MARION ASSOCIATES, their successors and assigns, or by the owner of any lot against any person or persons violating or attempting to violate any ' covenant or restriction, either tc restrain violation or to recover damages or both. In addition, the Town of Southold maV bring a proceeding to enforce these convenants and restrictions. 15. Failure by SEVENTY MARION ASSOCIATES, their 'successors and assigns, or of any owner to enforce all of the provisions herein shall in no event be deemed a waiver of the right to do so thereafter. 16. All of the foregoing restrictions are intended to cover only the Plots shown on the map of EAST MARION WOODS and are not extended to any other property now or to be owned by SEVENTY MARION ASSOCIATES. SEVENTY MARION ASSOCIATES By: Erwin P. Staller Declarant • STATE OF NEW YORK) ss- COUNTY OF SUFFOLK) On this day of. 1989, before me personally came ERAIN P. STALLER., to me known and known to. me to be the same individual described in and who executed the above instrurent and he duly acknowledged to me that he elsecuted same. Notary Public 7 JOB No.01-51 TAX I.D.No.1000-30-03-06 LOT 11 LOT 10 -————————— N 76o54'10'E 140.01' 26 ROW WELL a, PROPMED DRIVEWAY 25!ROW 51 -————————————— WOOD PcPO4 W 43.1' $ corw me 00� LOT 13 31.9 Q MCK WOOD Z cq SEPM LP in I ST FRAME DWELLING LOT 14 O S76*54'10'W 140.00' OPEN SPACE CL THE LOCAT!ON 017WELLS,WATEP SERVICE LIIINIES. SEPTIC; '. T Afl-i! q SHO',"IN 14ERL-t',' -"'r 7' "'ELD OBSERVA. TIONS AND OR' DATA OBTAINED FROM x OTHERS. �+ �D R C, -zb a OPP r: w Ur Newt Su-L...dw h.E&.. SURVEY OF: owukw"kaftead hm�am m.4 w ma pm�tr W—d a wapaad ww w W bMW b ft n*CmW".Qowftydr*w Aqw" LOT 12 wmrpwm am. MAP OF EAST MARION WOODS Dfc Ne W VM t-cm. EAST MARION,TOWN OF SOUTHOLD bra spwft vj;momm =""A w Poo.pfiWa.pwtft 1.%"'p. am SUFFOLK COUNTYNEW YORK WS-nN a.ORA Tl*COMMS dMN d-lP.AW—M of ra—d.F".ft~ar, nm FAMANW. SURVEY DATE: 04112/02 SCALE I"=50' 1 CERTIFIED ONLY TO: Do NSEoygRICHARD BONACUM AND BARBARA BONACUM DESTIN G.GRAF SPERRY FEDERAL CREDIT UNION LAND SURVEYOR COMMONWEALTH LAND TITLE INSURANCE COMPANY I 73 Woodman Rcmd Ra*PdM Near yak 11778 631-M-3"2 By DESTIN G.GRAF N.Y.S.LIC NO.50087 S.C.T.M. N0. DISTRICT: 1000 SECTION: 30 BLOCK: 3 LOT(S): 6 LOT 10 LOT 11 N RIGHT OF WAY COMMON GRAVEL DRIVEWAY N 76054'10"E 140.01' MON MON 324.44' WELL 3.8'E CJ) LOT 12 RIGHT OF WAY n � RIVE`NAY � v ASPHALT 0 o 0 Lor 13 o_ ASPHALT V? M o�ti .s, ,ySA y�r 43. 1 ° . ��oo F °.o FaT4� ?q9" opc� OPEN SPACE Qp41 s, p 32. 1 ' s .01 0 oFc°o �ba 2.0'W 160 F F Q HAM RADIO ANTENNAE LOT 14 Uj ;P W O N p N S 76°S4'10"W 140.00' OPEN SPACE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:42,564.27 SQ.FT. or 0.98 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 'TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 12 CERTIFIED TO: SUSAN PINKWATER; MAP OF: EAST MARION WOODS FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; FILED: JUNE 7, 1989 No.8759 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 Generated by RESeheek Web Software 00` . Compliance Certificate Project Pinkwater Residence Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 22 deg.from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2737 Rocky Point Rd Susan Pinkwater Brett Kehl East MArion,NY 11939 None Kehl Design Assoc. LLC. 220 Champlin Place 265 jasmine Lane Greenport,NY 11944 Southold, NY 11971 917-864-5331 ssbn654@optonline.net spinkwater@gmaii.com s e • •- a Compliance: 3.1%Better Than Code Maximum UA: 96 Your UA: 93 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how dose 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 Cavity Cont, Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 178 60.0 0.0 0.024 4 Ceiling: Cathedral Ceiling (no attic) 323 30.0 0.0 0.034 11 Wall:Wood Frame, 16"D.C. 168 15.0 0.0 0.077 10 Orientation: Front Window 3:Wood Frame 8 0.290 2 SHGC: 0.31 Orientation: Front Window 1:Wood Frame 23 0.300 7 SHGC: 0.31 Orientation: Front--- Window 3:Wood Frame 8 0.290 2 SHGC: 0.31 Orientation: Front Wall 1:Wood Frame, 16"o.c. 181 15.0 0.0 0.077 10 Orientation: Right side Door:Glass Door(over 50%glazing) 41 0.290 12 SHGC:0,33 Orientation: Right side Window:Wood Frame 12 0.300 4 SHGC: 0.31 Orientation: Right side Wall 2:Wood Frame, 16"o.c. 90 15.0 0.0 0.077 5 Orientation: Back Project Title: Pinkwater Residence Report date: 11/20/20 Data filename: Page 1 of 2 s Assembly or a Window 1: Wood Frame 25 0.300 7 SHGC: 0.31 Orientation: Back Wall 3:Wood Frame, 16"o.c. 44 15.0 0.0 0.077 3 Orientation: Left side Floor:All-Wood joist/Truss 476 30.0 0.0 0.033 16 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireme is listed in the REScheck Inspection Checklist. Jq—00 Name-Title Signature,/ Date Project Notes: Convert Garage into Bedroom Project Title: Pinkwater Residence Report date: 11/20/20 Data filename: Page 2 of 2 APPR VED AS NOTED DATE: I16 FEE: dv BY: NOTIFY-BUILDING DEPARTMENT AT - PLUMBER CERT.IFICATio 765-1802 8 AM TO 4 PM FOR THE ON.LEAD CONTENT BEF01 FOLLOWING INSPECTIONS: CERTIFICATE OFOCCUPAIvu 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SOLDER O7SED IN WATER 2. ROUGH - FRAMING & PLUMBING SUPPLYS.YSTTEM,CANN07 3. INSULATION EXCEED 2/10 OF 1% LEAD 4. FINAL - CONSTRUCTION MUST BE COMPLETE = . C.O. . ALL CONSTRUCTIOIN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. .pWm'R1NG. . COMPLY WITH ALL CODES OF ALL PLUMBING WASTE &WATER LINES NEED NEW YORK STATE & TOWN CODES TESTING BEFORE COVERING': AS REQUIRED .AND CONDITIONS OF Tum Gig„n TOVIN 7p1T,_e S01R �Mi RWINIpQ BOARD SOI , c'r6WNiEES N. . . ELECTRICAL - INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork testing'required. RETAIN STORM C AAF ER RUNOFF PURSUANT TO OF THE TOWN CODE. 1 �� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION A N T I I T R N AC 0 0 General Notes: /�4 T E - - _ Lici_ j ((Y'., /AEE lj �/4 1, 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF JURISDICTION. /& NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING Wood: /d/11 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY:I AREA OF THE BUILDING ARE TO BE STORED INA KEHL DESIGN ASSOCIATES, CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design 9 consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH PO.Box 1675 phone: (631�433-9094 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonIine,ret 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC 9 formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. '7-77/7777/777, 4. a. All plywood shall be in accordance with the American Plywood Associatior (APA) specifications. THE CONTRACTOR 'SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT ()FF AFTER WORKING HOURS. OWNERSHIP & USE OF DUCLIMILNIS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR 'SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC, No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR 'SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINE[ TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILI,ING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM T!"E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR 'SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKIN,, HOURS: 8AM TO 5PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, NATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEEc- AS WELL AS OTHERS AND IN THE CARE OF THE I. 4. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCE' THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR 'HILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PFACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGUIATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FCR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILF,Y FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THF GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 20.10 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. At CATEGORY 0 IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDEN11 CODE OF NEW YORK STATE, LOAD SPEED (mpJh CATEGORY WEATHERING DEPTH TERMITE DECAY TE!,'P. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 lbs/sqft 130 (mph) C SEVERE 3'-0" 1 MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.21.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL.IDE PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL " EQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ,H RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. A DESIGN CRITERIA EXCEPTION: FOR NOTETHE: ALL ROOMS LIGHT MEET OANDR EXCEEDVENTILATION REQUIREMENTSCHAPTER 3 SECTION R303 OF T,17- 2020 RESIDENTIAL CODE OF NEW YORK STATE I A PROFESSJOKL N ATURAL . OCCUPANCY OF, USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �'16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438rnm) ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF TV. 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT ST(�RAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. AIiACHMENT SHALL BE DESIGNED TO -RESIST THE UNINHABITABLE ATTICS WITH LIMITED SITORAGE b,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER 1ABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO H,' A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED �ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,cd ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCH111"ULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENEF SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200 In FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SH LL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN CCORDANCE WITH THE PROVISIONS OF THIS CODE BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT '11EETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50' INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: ROOMS OTHER THAN SLEEPING ROOVS 40 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH, THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLCI�ING STANDARDS ARE PERMITTED SUBJECT TO THE =24'-8" AS PER CHAPTER 5 OF THE I I BASED ANCHOR WITH 2 THE HIGHEST ROOF SURFACE 3 STORY 16 16 16 INTERNATIONAL RESIDENTIAL CODE AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINES RED DESIGN IS USED IN CONJUNCTION WITH UPDATED WITH THE 2016 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. pmh or& role, INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,4+8 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: 2 1 a. This table is based on 180 mph ultimate design wind speeds V,,,, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 34'-1�" 1 POUND PER SQUARE FOOT 0.0479 kPa, 1 SQUARE INCH 645 mm, POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AlSI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE MET.H(F) FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 2737 a. ELEVATED GARAGE FLOORS SH6,LL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE--INCH AREA. c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURE`, (ICC400) ROCKY POINT ROAD b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. GRADEEAST MARION, NY LUMBER SPECIES AND minimumBETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE , 11939 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they zhall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDEAS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE (F NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ---- c. INDIVIDUAL STAIR TREADS SHA I_L BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER x'020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES, OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAr APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GENERAL NOTES SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK e. SEE SECTION R507.1 FOR DECfS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 1, Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (FILL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indlicoted os "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STPfE (2020 ECCCNYS), BASED NEW BASEMENT NA 50 POUNDS ON AN AREA EQUA!- TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY C"INSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Or THE EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH S_IORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL POSE SEAL IS AFFIXED HERETO. 111FRINGEMENTS WILL BE NEW FIRST FLOOR 476 scift THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATIONb CEILM WOOD MAS sued PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL � SKYLIGHT GLAZED FLOOR BASEMENTc CRAWL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE -FA LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL RNALLIE WALL RNALLIE SPACEC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR ASSUMED RECTANGLE 42 INCHPS IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOO b,e RNALLIE R_VALJE1 RNALUE &DEPTH RVALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS 4 E)(CEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 134' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SOriEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REMSION TO THESE PLANS. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I - I CODE OF NEW YORK ATTIC (HOUSE)(o) NA For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a, R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less JULY 22, 2020 GARAGE REMOVED -476 scift BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) _NA NOT LESS THAN 30 INCHES R-volue specified in the table. (D COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. � " i .. , I b. The fenestration U-factor column excludes skylights. The SHGC column opplies to all glazed fenestration. 1068-2020 BONUS ROOM NA 2,THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS-' HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. BDK SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT 'A_ NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. CHECKED BY: MEMBER DEPTH. interior of the basement wall, "15/19" shall be permitted to be met wish R-13 cavity insulation on the interior of the COVERED PORCHES NA THE REMAINING PORTIONS OF T�E JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. SHLLi NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slob edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation fcr heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ec; In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the outhorimflon of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such ogencies prior to i. Moss walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the constructim C KEMDESIGN-ASSOMTES,ur insulation is on the interior of the mass wall. I SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MWIMUM OF TWO 8d NAILS THIS MTS 2 0 L T S 2 0 ----- 7�4 DOUG-1-1K LARL G, SIDE BF TRUSS, PROVIDE (1) HGA10KT ONALLOWABLE LOADS z LOAD SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR a /• o MODEL GA UPLIFT UPLIFT • CODE 8d NAILS o N0. TO 70 TO AVG NAILS REF. INTO TRUSS AND ON SIDE OF RAFTER i•' i - + i (133/160) Sdxt�' RAFTERS/ ULT. F F NAILS - STU 8"- SII� p �� - �— �►' I— Vii;, . TRUSS PLATES STUDS (133) (160) , 2 SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ==- KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES .j residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ•x12 0o P0,Boz 1675 phone: (631(433 9084 MODEL GA AVG (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 801 NAIL o p INTO Southold,New York 11411 E-Mail: ssbn654@op1online,nef ULT. LFTA LFTA REF. PLATES °®o N0. MAX. PEAR I QTY DIA 1 2" 2 3" 3 ' 1 2" 2 3" 3 EIGHT ° ° WIDTH SPAN 8d NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17" 3131"16-10d — 4200 1205 1400 5, 44, 85 INTO STUD "`,�7�/J�//,i//.lel'.•'�-��]/�ii�7;�.".�I�%%?%/�ii�/ .. ° UWNLRSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o0 These drawings and specifications including the 2 FASTENERS ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 1 D x 14" CODE N0. ULT. REF. LFTA L S T A 21 °° 1od 10d x i}" ° property (133 / 160) (133) (160) ideas, design and arrangements represented therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° HGA10 °° with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ-x12 DETAIL "I�" they have been prepared without written consent. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNW- STU S'— COUPLER NUT DETAIL "E" ° 8 DOUG-FIR-LARCH Equal number of °° �SIMPSON S0. PINE CODE TYPE OF DIRECTIGN ALLOWABLE LOADS REF. specified nails In ° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d NO. TION (100) (125) 1E0 Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 ETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7.1(DF/SP) (133) HOLDOWN HOLDOWN ARTJ-x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIA5,8 DESIGN WHEN RAISED OFF AD DESIGN °Oo QTY DIA 1�" 2" 22" 3" 3 " 54" LOAD THE SILL PLATE o 0 HD2A 16 12 4{" 2" 2J" 8" 2� 1, 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R SP4 3A" 7J" -10d x 1j" 2917 735 885 7, 40, 127 ° 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOOR REF. NO. NAILS 100 (133) 1 (160) °° ,WORK NOTES: LSTA21 20 11" 21 -1 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L. NAILS 1000R (133) (160) REF. Simpson Strong-Tie STU g" MSTA24 18 11" 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON NOT FOR TOTAL ALLOWABLE TENSION LOADS NAIL CODE MNOEL L END FASTENERS SPACING REF. HD2A TAKE-UP WASHER CONSTRUCTION /� C (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)Z oc• Simpson Strong-Tie CO N STRU CTI O N OF ROLL IN A ROW NOTE: ALL HAN:'ERS TO BE USED ON THIS PROJECT 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 t5o' t4" 1s CLEAR SPAN +3i" " 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS pN, -FIR AR H PIN ALLOWABLE AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS 1101 STS Avc UPLIFT FLOOR 100SNOW 115ROOF 125CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 1111 10d 16d ULT. (133) (160) 10d 116d 10d 16d tOd 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4 " 2 4-16d 4-16d 6076 1140 1150 1000 — 1150 1250 7, 40, 127 DETAIL "I" CNW CERTIFIED Bl( A HUS210-2 14 39" 9th" 2 — 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG-FIRLARCH/SOPIN ALLOWABLE A ART 'x12 cTU 5 FASTENERS UPLIFT LATERAL CODE J SIMPSON ENGINEER — MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES To STUDS (133) (160) F z 160 HGAIOKT 1 14 4-SDS4"'.14" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 1 TVO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR /. ® SE A MINIMUM OF PR©JEGT: 8d NAILS TWO Bd NAILS TH[3�( MTS16 q STU '- LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS 1 6SIMPSON TOTAL FOUR HD2A TAKE-UP WASHER o 8d NAILS LSTA21 Strong- Tle a INTO TRUSS HUS 2 1 0-2 P I 1k, Y�I- 3 , T E R TWO o FI 8 AIL TO o ••I 2737 PLATES °®° ` TWO Ip' 8d NAIL 8d NAIL INTO INTO DETAIL "A" RoROCKY POINT ROAD I' STUD Simpson Strong-Tie PLATES H7 EIGHT 8d NAIL ® 11 11 11 11 11 fl DETAIL D DETAIL G DETAIL J EAST MARION, NY, 11939 INTO STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie ►1 LFTA LFTA ° ROD SYSTEM DETAIL 11 L LFTA Ridge Strapping - DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS DRAWING 111LE: L S T A 3O BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ' SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'--0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG—TIE DETAILS I ' 1''-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I ' I NOTE: ROOF AREA - 0 sq/ft / ROOF DRAINAGE ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE CALCULATIONS AND I � ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS e. • LTP4 - sq/ft RG PLUMBING RISER DIAGRAM A - 0 LTP4 3 (THROUGH ROOF I1 R = 2" RAINFALL = .17 ft 1st FLOOR LTP4 2nd FLOOR — — 3 C COEFF. 1,0 3 z 2 1NOTES: 3 ' licit " 2•• V = 0 X 1 X .166667 = 0 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL CMASTEREATIDESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson strong-Tic? i�Si 6A1IRo0�1 � • �� 2 2 80011 O / 42.25 VERTICAL FT. / FT = O V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETA L nBn l o o r-t o-Floor Connections Ridge Strapping " 3 z 3' z 2„ 2' 2 3 z z' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2 USE (0) S DIA. POOL 5-O DEEP = 0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail ,St FLOOR FLOOR R „ 2 2 2 ' 2 OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie 2 •• 2•• •• 2•• 2'• C. c.o Floor-to-Floor Connections 2' 3 3 2 3 3" 0 / 22.3 VERTICAL FT. / FT = 0 U.F. SEAL: DATE: 3' 3" USE (0) 6' DIA. POOL 6' DEEP = 0 V.F. JULY 22, 2020 3 4•• F.A. VENT 6" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY C.0.1 C.o., O O ABOVE GRADE PROJECT NO: 4 ,p• EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1068-2020 4., SE SGAG APPROVED POOLS TO BE PLACED ON OPPOSITE SIDE OF HOUSE SEWERAGE SYSTEM � DRAWN BY: N❑ SUBSTITUTIONS R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, TRAP HOUSE AND/OR LEADERS TO BE PIPED TO - , .} BDK INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED All framing hardware shown on these plans, BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH f '' - ..., CHECKED BY: unless otherwise indicated, is <>'impson Strong-Tie. SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF M LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC No substitutions are approved or authorized. SHELI NUMBER: p CONSTRUCTED ,4S PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLUMBING RISER DIAGRAM NTS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). `�� ®,� --��•� Due to the relationships of framinghardware to the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS 1 .�• % ,' hadb hardware substitutions will G2 null and void, and will result it the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ~�` r rf ',� A� assuming responsibility for the design and STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT, performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBEk: uF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. •0 KE)•IlrDESIGN•ASSOCIATES, uc I A % ///� �✓�/..; „a:-,,,i/,;i,iii.,i,aii,li%9-f - - - - KEHL DESIGN ASSOCIATES Fresidential & commercial design • consulting ' I P0.Boz 1675 phone; (631)433-9084 I , Southold,New York 11911 E-Mail: ssbn654@opfonIIie.ne1 Kehl Design Associates,LLC o formerly D A K Associates,LLC JWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN F— ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: e E) EEO 12-27-19 � I I f D I I s FRONT ELEVATION- 102 ION ,G2 SCALE: 1/4"= 1'-0" A WORK NOTES: 1 - � I - - - - - - - - - - - F10 NOT FOR IExisting Foundation Plan I CONSTRUCTION ISCALE: 1/4"= 1'-0" — — — — — — — — USE UNLESS _1 - -- - - - - - - - - J - - - - CERTIFIEDBYA PROFESSIONAL A ENGINEER 111J X11 - �I�_11-1l_I� J-LI-IIJ - Fuel - 'PROJECT: Tank P II A EExistin Existin FurnaceR E D . - Basement Basement Area - 2737 ROCKY POINT ROAD z� 1UP__ EAST MARION, NY, 11939 r - - - - - - - - - - - - - - - - - - - -- - - - - LEFT ELEVATION DRAWING TITLE: SCALE: 1/4"= 1'-0" PLAN Provide Emil Poly on the Floor I I or Rubber membrane I I AS NOTED Match Existing Provide R-30 Insulation in the floor I I a Subfloor Thickness 4x8 Sheets Existing Garage to be I I D Converted into Master I I 1 © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE Bedroom I I PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT „NOTES: Existing Existin o I I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE " I I KEHL DEGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Basement Basement � PLANS IS LICENSED EXCLUSIVELY TO THE BUYERWITH WRITTEN PROOF OF PURCHASE _ I I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL C� 2x4 ACQ Kneewall , . FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE I I DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C �' 2' p• I I Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. X RP� I I of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Above I I Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such SEAL: DATE: M 7) N -10 ( agencies prior to construction. JULY 22, 2020 New I I PROJECT NO: 2'-O"x 2'-O"x V-0 I I 1068-2020 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE DRAWN BY: Conic. Footing with (4)#5 Rebar E.W. I I C R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT BDK ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH I I PROVISIONS NFOR THETRANSFER OF FROM THEIR PONTO ISTROADALL LESULT IN A SYSTEM TFRORIDGIN THROUGHTE ELEPATH THAT MENTS TS REQUIREMENTS \ ��- S ET NUMBER: New Foundation Plan #1 1 TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO 000, � SCALE: 1/4"= 1'-0" I COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ft L _ _ - - - - -1 R301,1.1 ALTERNATE PROVISIONS « AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT 1 TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN "'�--- DOB NUMBER: ur CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. A 02 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) IMDERGN-A%0aATESr ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I Ridge Vent 'aL l `l : pal _nom_ 2x10 Ridge / - — _\NE3ELI_�e1 A //[1111 r B Existing 3z'x 14" LVL Ridge KEHL DESIGN ASSOCIATES residential & commercial design ■ consulting PS61611L TW2846 TW30210 PS61611L TW2846-2 II II P0.Boz 1675 phone: (631)433-9084 36'-0" I I Southold,New York 11971 E-Moil: ssbn654@optonline.nel II l � n I Kehl Design AssocioTes,LLC a formerly D A K Associates.LLC Provide Insulation Baffles i�ri»�Tr�%`raj'"':�,'T/r{iir/tri//r .x./ .'�%,./,,r.,,,;._...•.,��i%' �,�,,,- I OWNERSHIP & USE OF DUc,UMEN FS: Existing Existing Existing Existing — -------- ------ ------------------------- _____ These drawings and specifications including the 1V __ _________ ---___— __________________________ v„ ideas, design and arrangements represented Bedroom h n Dinin Room Famil Room ��' ----- g I I Existing 32 x 118 LVL Beam therein, are the property of KEHL DESIGN Kite e I I ASSOCIATES, LLC. No part thereof shall be New 2x8 ACO Wall 36" High, Sided with House Siding R19 Batt Insulation R19 Batt Insulation I I g 9 (� R19 Baft Insulation I I copied, disclosed to others or used in connection and Ca ed with ANK or equal I I E with any work or project other than for which �, Existing Ex. Living ; ; Existing they have been prepared without written consent. Porch Dining o 0� I R-15 Insulation I I 11' 2" D (Cathedral) ; Room REV: 13'-0" I I 12-27-19 -�, V, 2" 0" Existing 3"x 11�" LVL Beam_ W282 TW2 42 I I II II 04 Bearing Point Bearing Point I cV x K I Existing Collar Ti Beams "See Detail" I$ Bathroom Bearing Point Bearing Point Bearing Point New Master Existing 3 'x 14" LVL Ridge \_R19 Bait Insulation R19 Batt Insulation Existing - - 2,'-0" — — — Bedroom Existing Cathedral Existing Existing Laundry Closet � Collar Tie Beams "See Deioil" � D` Basement Basement Existing � Existing Existing Room m Closet Cathedral Z Bathroom Living Room 20'-5" N ; Collar Ti Beams "See Detail" WORK NOTES: N 97 N C 2668 POC. 2668 POC. e� ExistingCross Sectionrk) 02 N LINEN CL. 1 02 ° 10'-2" -9" �� J SCALE: 1/4"= 1'-0" Existing Existing 3068 2 -1-S-1Y2. r NOT FOR Bedroom Bedroom TW2842 TW2842 TW2842 C5 New Master,_ Bathroom 9' o 0 2668 0 1G CONSTRUCTION =7T= Ceiling "' 7 USE UNLESS Existing oNew Master �1 Bedroom WA CERTIFIED BY A Porch <<� Closet CCC PROFESSIONAL TW3446 TW3446 A21 v TW2642 TW2642 A21 v ENGINEER 1 ' " —8-9" � . 8=9" ' " - 02 1-9 A B 1 2 21'-0" x New Floor Plan #1 SCALE: 1/4"=1'-0" PROJECT: Ridge Vent Ridge Vent 2x10 Ridge 2x10 Ridge (2)14"x118'' LVL Ridge Beam (2)14"x118'" LVL Ridge Beam Provide Insulation Baffles !; � . Rafters furred Down with 2x4 �s CDX Gusset Plates Bolt l Provide Insulation Bif(les � E� IIIII IIIII 2x10 Each Side of Railer Thru Bolted r� Q 2x6 Ceiling olst 16"oc. 2x6 CeilingJoist 16 oc 2737 R49 Batt Insulation IBII� x ein Joistoc. R30 Batt Insulation R30 Batt Insulation ROCKY POINT ROAD R49 Batt Insufalior R49 Batt Insulation 2" Sheetrock Ceiling 2' Sheetrock Ceiling IIIII EAST MARION, NY, 11939 IIIII 2o'-s" New Master New MasterIIIII o New Master t o New Master DRAWING TITLE: S ower Bathroom 9' IIIII o Bedroom WA Bedroom 10' Ceiling IIIII Closet Ceiling R-15 Insulation o IIIII IIIII R-15 Insulation R-15 Insulation f-1;Insulation PLAN "CDX Subfloo IIIII a"CDX Subfloor a"CDX Subfloor 2x10 Floor Joists 16"ac. 2x10 Floor Joists 16"oa. 2x10 Floor Joists 16"oc. 2x10 Floor Joists 16"oc. AS NOTED I UPI 11 lboll 11 11M11111 ill b��11 11 1� 20 K ewoll R45 Kroft Insulation R45 Kraft Insulation NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE New Cross Section rc New Cross Section D DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"=1'-0" 102 SCALE: 1/4"=1'-0" 102 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAl E: JULY 22, 2020 PROJECT NO: 1068-2020 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE r . R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �� — SI-IFFY NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A --- _ COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 02 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, Y, � _ / KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESES r PLANS. IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` R301.1.1 ALTERNATE PROVISIONSX . 4P" AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED C014STRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KIEFIDERGN"ASSOQA'IES,ur 3) ICC STANDARDS ON THE= DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.