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HomeMy WebLinkAbout42241-Z �o�g11FMAC,pGy Town of Southold 6/20/2018 P.O.Box 1179 � 53095 Main Rd pyay �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39716 Date: 6/20/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 2275 Pine Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-5-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2017 pursuant to which Building Permit No. 42241 dated 12/14/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dorset,Perri&Moskowitz,Brett c of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42241 06-11-2018 PLUMBERS CERTIFICATION DATED 05-08-2018 utc a Plum ing u ho ' d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'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#: 42241 Date: 12/14/2017 Permission is hereby granted to: Dorset, Perri 121 Reade St New York, NY 10013 To: construct additions and alteratons to an existing single family dwelling as applied for. At premises located at: 2275 Pine Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-5-50 Pursuant to application dated 9/14/2017 and approved by the Building Inspector. To expire on 6/15/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $465.60 CO -ADDITION TO DWELLING $50.00 Total: $515.60 i Building Ins r--------- Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. q f 1 y II t7 New Construction: YS, Old or Pre-existing Building: (check one) Location of Property: Z)7s P)NFL ' N Eb4_ JZA VAOL® House No. Street Hamlet Owner or Owners of Property: NF 2l2, �,®f2SS i 1a2jE-,—j M Dr.V oW o i Z Suffolk County Tax Map No 1000, Section t7O Block Is Lot SO Subdivision `` Filed Map. Lot: Permit No. d a . Date of Permit. Applicant: _RaT t!�, 1/4zH Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ � D pplic Signature pF SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 aQ roper.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 ' 44-couiVTY1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dorset Address: 2275 Pine Neck Road city:Southold st: New York zip: 11971 Building Permit#: 42241 Section: 70 Block 5 Lot- 50 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: "Kitchen Renovation", 1- Range Hood, 6 ft. Led Strip Under Cabinet Light. Notes: Inspector Signature: Date: June 11, 2018 0-Cert Electrical Compliance FormAs Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 v 9-r-, BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 8 2018 TOWN OF SOUTHOLD CERTIFICATION Date: LII Building,Permit No. ....... Owner: (Please print) Plumber: T"L (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 10/0 lead. (Plumbers Signature) Sworn to before me this 114f) day of 20 CONNIE D.BUNCH Notary Public,State of NewYork No.01BUB185050 Qualified In Suffolk County Commission Expires April 14,2Q J Notary Publi(�r�T-rp�- County Town Hall Amex ad Telephone(631)765-1802 x,(631)765 0 rOqer own souR05 U0 18.ny.us d; 1197k!�j5j -richert( QA JAN 5 2018 BUMDINGDEPARTAENT TOWNOFSOUTHOLD TOWN OF SOUTHCEPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. 0 rn,-L,5 tc /-,r,-C . Date: '2t :+ompany Name: qame: t-aae-ho L6pe-7 . -1cense No.: S C?e2 ez kddress- -73 ?- 6 C, 11q q 7hone No.: IOBSITE INFORMATION:. (Indicates required information) Name: D 0 Address: 214S Cross Street: Phone No.: "ermit No.: P 631 ax-Map District: - 1400 Section: Plock: Lot- 3RI&DESCRIPTION OF WORK(Please Print Cleariy) ��noucv,�i'e,).p Schon ------------ "lease Circle All That Apply) s job ready for inspection: NO Final )0 you need a Temp Ceitifcate: YES NO amp Information(if-needed) service Size: I Phase 3Phase 100 150 200 300 360 . 400 Other tlew Service: Re-connect Underground Number Of Meters Change of Service Overhead Jd1tional Information: PAYM9NT nt m WITH APPLICATION 824Request for Inspecuon Form f0 .� y ,�by OE SOUlyolo coul l Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC CN [V FOUNDATION 1ST [ ] UGH PLBG. [ ] OUNDATION 2ND [ INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v w, �W4 YaA Sw- p v o� o .Pi`s DATE t, INSPECTOR �o��OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v DATE I INSPECTOR �/ �O��OF SOGTyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING -- [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 10A %LL -C4, 1V ea. • a� C/ DATE g INSPECTOR Of SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 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) &k4-ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �l �' INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) Sy ------------------------------------ FOUNDATION (2ND) z w s ° At- C.n ROUGH FRAMING& y PLUMBING r� (O v 1 1 - � Q INSULATION PER N.Y. H STATE ENERGY CODE y> C#9 r 'v FINAL voor 2#04 ADDITIONAL COMMENTS p N 1 Z rn 1 v) z d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILE'M f�IEPARTMENT 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) 765-9502Survey Southoldtownny.gov PERAUT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form r Contact: Approved '20— ! Mail to: k N L ®Fr.,SI�is ASSc c- Disapproved a/c 2-6s xpvsm i Ki rz-. LA-i-i ff. Phone: GBI-433-40$y Expiration '� 20j D MOVE nector SEP 14 2017AP ICATION FO B1 DING PERNIIT 1�MI?ING DEPT. INSTRUCTIONS y`?J i`f ,20 l `7 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what'so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code;and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of plic t or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder INGS-114_1 Name of owner of premises R -C, L\109_SE� (As on the tax roll or latest deed) I s �isorporation, signature of duly authorized officer isNz-i olz2 and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2215 PINF. NF-c-K -Ropirs SBO,t40UN House Number Street Hamlet County Tax Map No. 1000 Section `7O Block Lot SO 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 ESI NF-1<T iAL- �- b. Intended use and occupancS a bp—"A-1 3. Nature of work(check which applicable):New Building Addition Alteration x Repair Removal Demolition Other Work Ahb msw 21EA1L tsEcy­ - (Description) 4. Estimated Cost Z S K Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N 4 Number of dwelling units on each floor NA If garage, number of cars N(A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A 7. Dimensions of existing structures, if any: Front s �" Rear 5-5 G" Depth `I ° Height ���� ' Number of Stories Z Dimensions of same structure with alterations or additions: Front Ski Rear 6,Y Depth 2`1` Height I`-6" Number of Stories 2 tirzcv-, d o 8. Dimensions of entire new construction:Front Z Rear ZZ Depth !$ Height 31-01, Number of Stories It 9. Size of lot:Front 100 Rear /®0 Depth Avg -I '7� 1 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 1 a e A L 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 0---Azz 2-VTY P,nrE- NJ9"-. i24 14.Names of Owner of premises —&rz-,v Address Ss v+"'--A Phone No. Name of Architect KE A - t si��� d�ssa�L- -r AddresssM L&I Phone No—L 3 I-q, 3-Q®2) Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *'IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO 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? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5u -W1- --gPr� N. Kati` being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, C©NNIE 0.BUNCH Notary Public,State of New York No.01 BU6185050 (S)He is the (Contractor,Agent,Corporate Officer,etc.) Commission Expires April 14,2� 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. ��S o to before me t —day of 201) Notary Public Si �ature of Applicant t Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 , Ar *L BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE•CONSTRUCTION,-PRE-ENGINEERED- WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: qI III I P7 Owner: WeRA Location of Property: Z27S P I r1Tzz 'N F_04, M� a Stas N oL-6 Please take notice that the (check applicable line): New commercial or residential structure ,X Addition to existing commercial or residential structure X 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 (TT) X Pre-engineered wood construction (PW) 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: / D Name (person submitting this form): Q. Vj-.t+t-- Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 Scott A. Russell ,� OSS /r116, ST01KAM1WA\T]E1K SUPERVISOR MANAG)EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑U A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El[A 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 Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professions Age ontractor,Other) S.C.T.M. °`: 1000 Date �/ District cjjq f7 NAME � � Q' 14—L w— 17© � 5© -I I 1 %�k Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information (j I— q3 S'1?wa 1 frekphom Num6vl Reviewed By: Qf - - — - - Date_ Property Address/Location of Construction Work: tyApprov,ed Z`7S- j,•l� FzC Ws for processing Building Permit. tormater Management Control Plan Not Required, N y. I�� Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 pF SO(/ryo h0 l0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q Comm,� April 26, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Perri Dorset 121 Reade St New York NY 10013 TO WHOM IT MAY CONCERN: T ollowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42241 —Add/Alt ��, F'i;^'•i�'ti���-'~Tr � '„, f ,�,t� �• � �Vis`'r �t' H. ;-, � ^ 'a s Z ;c;-.4�i>}�J� �}]�; ,* ��y, ''�w'�,'•'�„',or MZ7,'R'r1y.� at`» n• �"r � 4� •, l a•� r,-�n+,�=�+d. .J rj t�aa3d S w:rihr=^.'r ♦ ,�,�j • � , 4 �` �•..J 1• •lam �x •L ✓ � '�• T 6�J�� �.Y.•L t�'V'i7.•�`L• ���.� P :i' •' t}]�k+`.�- ..• ixr ) w ,•t •Y= 1sFN+t}�4 i $,V, � • 'C��c"`' -` ►+X a f'4 O`iy 1 r,•�'jlt•V tht ,,7;riW� t�3 S �%y .•, ('.. � Jy��atr�if,`�a@t`' _� ! �t� �1^' �,,,� t x i�S'•a'�y�t'yt� f � :x ;. •lv 4{ J�q,. �Y � •{2�• lq '••d i x ,� ` 4 •` .,.;+ .'•�'�r'' a;•ly�`t l"'��v r ��.1.t` g�' ',• �cy+{� ,,�� iC •t ''�„`•r►"; ! � .L ,}• �vr c, to a.: ,,i�y,�'r',r?ly n.-e,�..• ,y. 1 �c" �e���rtl�,' reel, o.l.i�,l 7r' '�}i erg-" i�• ,p�. •i iP 2',•••:�;=�.rt"•:`' %gb�(,;,S.r^' � P� it�» }yy}� 'i-.c.r.,A, rt�'A. �•• � h .y�> '1 r,�' � � .R it !t••,,�,'•�j�, �t'. .(;, �� :. t 1y Y ,C♦S^r 2• 'i'' Y., j•�1'tG,'�7 '.��i,'Z[.�`� w,?r�t`y4�iY,t'��,p py ,•f (f��J �' y�.p'i' •d acjy � t[. .� �• `j} ,y„{• > i'r t;1. .���r•Y �' sl?`_��' ` !��f� � A'>T.`3'r^t'l%II,.�' �'a'La'wT y IfY• •!• ti. 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ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - FORTION MUST BE COMPLETE C.O. UUPANCY OR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW USE I-S UNLAWFUL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, VVI'HOUT CERTIFICATE OF OCCUPANCY TRUSS. PLAGARDING REQUIRED 0.' GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONC 0 N T R A C T 0 R N 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL �' '�� ' " - -� %/ , RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. '" �'...I�i ILII GENERAL NOTES: Wood: -- -- - -:: 2, FIRE SAFETY: pp�� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 11liM DESIGN ASSOCIATES residential & commercial design • consulting LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 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 AREA OF THE BUILDING ARE TO BE STORED INA ; INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. I' UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. 2 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 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631(433-9084 ANDPAY ALLOBTAIN GOVERNING SOUTHOLD, ALL REQUIRED Y GANCE CERTIFICATES WITH DEPARTMENT BBUILDINGS,YORK, AGE CIESshall MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@o TAIN L REQUIRED PERMITS, a. All trusses shall be "shaped" as shown Oarchitectural cross sections. p b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. fonline,nel 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS U AN IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Assoclates,ucoformedvoAKAssocieres,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. /?I//�//� P %`'//%l'%y""""�'/Iri%' '! '''r"%;i<��!�r9/x 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNLkSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) 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 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 p g p Y pp CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. 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 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THF BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, 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. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL_ THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 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. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WOKK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ®T �OR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE O SINGLE OR AND MULTIPLE-STATION LTI SINAACCCORDASMOKE NCEALARMS H 2015 VINTERNAT ONABLORESIDENNTI AL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED IFIED B i A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY �± 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 a NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OC,:')PANCY OR- USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 ItJTERL+.HTIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS W:'H LIMITED STORAGE • )' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHA,PTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 44 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMIL' DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR NO SUBSTITUTIONS HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4rrm, 1 SQUARE INCH = 645.16 mmz, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 2 ° ` 1 POUND PER SQUARE FOOT = 0.0479 kN/m, 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown on these plans, m"En 0' HEIGHT, BUILDING. 1 POUND PER CUBIC FOCT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unlrongess otherwise indicated, Is Simpson StTie, PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED p THE VERTICAL DISTANCE FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized. PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWAREHoot K t-,.-jl =17'-4" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure, any framing UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions Wilt render these plansRE S' I OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and Void, and Will result in the installer/contractor 4 EIM" E TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system,TOTAL HEIGHT FROM RIDGE TO GRADE 21'-4" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y , 2275 PINE NECK ROAD THE JOISTS AND RATERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY ll, III OR IV BUILDINGS LOCATED OVER 60 FEET SOUTHOLD NY 11 ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE f ! 971 LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PERMITTED TO BE UNPROTECTED. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i, THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER BY 30 INCHES IN LEIJGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. GENERAL NOTES NOT LESS THAN 30 NCHES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL- STRUCTUAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING POP,':ONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENERSPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISIS-230) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS - ( NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. CRAWL SPACE INA K. ATTIC SPACES SER V7 BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET NEW CRAWL SPACE INA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. BASEMENT A ROOMS. N0. 8 WOOD SCREW- DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 1G 8 FIRST FLOOR RENOVATION 387 sq.ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT + FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA SEPT 10, 2017 Ya INCH DIAMETER LAGSCREW- LOFT NA BASED ANCHOR WITH 2 16 12 9 OF,NEVV PROJECT NO: ATTIC (HOUSE)(a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH U COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ,eO yo ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CO �� ° e'�R,Q�� DRAWN BY: -2017 GARAGE NA UNDER FEDERAL COPYRIGHT LAW. � a tl �� BDK ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s PLANS MAY NOT BE REPRODUCED WITHOUT �c �k BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 TEN AUTHORIZATION. �� CHECKED BY: INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRiT SCREENED PORCHES NA a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n (SEE PAGE A102 FOR DETAILS). k, t- SUNROOM NA opposing p Z SHEET NUMBER: b. Fasteners shall be installed at o osin ends of the wood structural panel. KEHL DESIGN ASSOCIATES LLC. NEW DECK 396 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �O,o 4g186a COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN �O�_SSIONPG 1 COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. POOL HOUSE CABANA NA a minimum of 2Y inches from the edge of concrete block or concrete. 903 /7 ht to build without does not authorize the right s of these draw Acceptance ACCESSORY STRUCTURE NA d. Where panel ore attached to masonry or masonry stucco, they shall be attached Acce P g g using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DoH NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. V KEHbDESIGN•ASSOCIATES,uc (b) WITH STORAGE SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE ' - % ��; - ,✓l r.,ell /ii,„lam/c%✓/iii% / TWO Bd NAILS THIS _ MTS20 L_ TS20 ; UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAtOKT ON /'-/'. ,� / ALLOWABLE LOADS Z LOAD ° SIDE OF CEILING JOIST FASTENERS LATERAL WITH �• O _- MODEL GA UPLIFT UPLIFT (133/160) 8dx1}” CODE TOTAL FOUR o N0. 70 AVG REF. 8d NAILS AND ON SIDE OF RAFTER RAFTERS/ TO TO ULT NAILS PLATES STUDS (133) (160) F fZ (133& INTO TRUSS - --- STU ^- °0 r�%IIII, JIB SII IfsI ® �}F[{1} p TRUSS --- ° SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 9:30 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ==- KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES ' residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ART)-x12 °� o P0.Box 1675 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG 2 REF. INTO • • Southold,New York 11971 E-Mail: ssbn654@optonline.net NO. T2r1 ULT. LFTA LFTA PLATES o 0 0• ° L QTY DIA 1 2' 22" 3" 32" 12" 2" 2}„ 3" 3}„ EIGHT ° °8d NAIL SP4 Kehl Design Associates.LLC o forme ly D A K Associates,LLC LFTA 1638�"L6-10d — 4200 1205 1400 5, 44, 85 INTO STUD ° OWNERSHIP & USE OF DUCUMENTS: o DOUG-FIR LARCH / S0. PINE °° These drawings and specifications including the FASTENERS A4LOWABLE UPLIFT LOADS} MODEL L AVG 10d 1O x 12" CODE NO. ULT. REF. LFTA L_ S T A 21 ° 10d 10d x 12" (1,33 / 160) (133) (160) o° ideas, design and arrangements property rrng ents represented therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Sir pson Strong-Tie copied, disclosed to others or used in connection MTS16 18 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ° ° L.o* DETAIL "K" yppHGA10 with any work or project other than for which ART�'x12MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 the have been re ared without written consent. ° o 0 LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW- DETAIL, "E"' °° 5„ COUPLER NUT STU 8 DOUG-FIR-LARCH/ Equal number of °` �SIMPSON TYPE OF DIRECTION SO. PINE CODE p MODEL TYPE O- DI LOAD ALLOWABLE LOADS REF. S e c i f i e d h a l l s I n ° NO. TION FLOOR ROOF (1.33/ TAKE-UP WASHER (100) (125) 16,0 each end Simpson Strong-Tie G 515 645 670 CS16ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL III H 515 645 6'70 MATERIAL DIMIENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN DEFLECTION N ARTJ'x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALL ALLOWABLE HB SB W H B SO CL DIAs 8 DESIGN LOAD DESIGN Q° GA GA QTY DIA WHEN RAISED OFF ° 12" 2" 22" 3" 32" 52" LOAD THE I PLATE o 0 HD2A 16 12 4A" 1 22" 1 2 " 8" 2A" A„ 1 „ �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS 17 NO. AVG W L STUD PLATE ULT. (133)z DF / SP (16 0) RODE SP4 31 " 71" -10d x 12" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °O N0. GA W L NAILS FR (133) (160) REF. WORK NOTES: 100 LSTA21 20 16-10d 905 1205 1295 7, 40, 90 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS LOUR REF.(133) (160) Simpson Strong-Tie STU 8 — MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SIMPSON L SPACING REF. HD2A NOT FOR TAKE-UP WASHER N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (100) (133 / 160)Z OC. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 21 7, 40, 90 " ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS16 150' 14" 16 CLEAR SPAN +31"' DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DN. DOUG-FIR LARCH SO PIN ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— CERTIFIED BY A LUS46 18 3A" 41" 2 — 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" 14 3b" 91" 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART 'x12 STU 5••— MODEL FASTENERS AVG DOUG-FIR AR PIN ALLOWABLE A SIMPSON ENGINEER UPLIFT LATERAL CODE UPLIFT (133/160) REF. NO. GA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES I TO STUDS (133)__F(1 60) F Fz 160 HGA10KT 14 4-SDS)"x12" 4-SDSI"x3" 1 1523 435 435 1165 940 It USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR o /° ® o SE A MINIMUM OF 8d NAILS TWO 8d NAILS TH[SMTS16 STU INTO TRUSS SIDE OF TRUSS. LSTA21 SIMPSON I " ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR �. H D 2 A TAKE-UP WASHER o 8d NAILS LSTA21 Strohg— Tie INTO TRUSS HUS210-2 II PROJECT: - TWO o oo FI 8 AIL TO 0 too L"% i PLATES "/ o?. OV IIT,!t EIGHT TWO 8d NAIL INTO NAIL INTO DETAIL "All I' STUD Simpson Strong-Tie PLATES omo H7 EIGHT--' E S I NAIL INTO ® DETAIL "D" DETAIL "G" DETAIL IN 'o STUD HIS pson Strong-Tie Simpson Strong-Tie DETAIL "L" 2275 PINE NECK ROAD LFTA LFTA ROD SYSTEM SOUTHOLD NY 11971 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LFTA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY —_- Ridge Strapping EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 L S T A3 0 DRAWING TITLE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. NO SUBSTITUTI❑NS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. All framing hardware shown on these plans, SIMPSON WINDLOAD 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. unless otherwise indicated, is Simpson Strong—Tie, CHARTS & CALCULATIONS No substitutions are approved or authorized. ROOF AREA = 1543 sq/ft Due to the relationships of framing hardware to / STRONG-TIE DETAILS the other components of the structure, any framing / ROOF DRAINAGE LTP4 V = A x R x c hardware substitutions will render these plans CALCULATIONS AND LTP4 R 2 RAINFALL and void, and will result in the installer/contractor A _ 2it R sq/ftAINFALL - 17 ft assuming responsibility for the design and PLUMBING RISER DIAGRAM performance of the entire system. LTP4 C = COEFF. = 1.0 V = 1543 x 1 x .166667 = 257.17 c.f. NOTE: No)TES: DETAIL, "C" ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie II 3" TH206 GFLOOR ROOF PROSECUTED TO CONDITIONS DMEN90NS AND BE RESSPONSBLEERFOR HFIELD FT. THE 257.17 / 42,25 VERTICAL FT. / FT = 6.09 V.F. Floor-t o-Floor Connections USE (1) 8' DIA. POOL 7'-O" DEEP — 7 V.F. 3" 3 2• DESIGN PROFFES90NAL ASSUMES NO UABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 257.17 / 22.3 VERTICAL FT. / FT = 11.53 Detail 3 GUM BATHRGOM SEAL: DATE: 2 LTP4 DETAIL "Bill USE (2) 6' DIA. POOL 6 DEEP = 12 V.F. 3 2 of NEw 2017 Y0 LTP4 1 st FLOOR 1 st FLOOR 3'1 THROUGH ROOF PRO ECT NO ``� ` O, Bq �(� Simpson Strong-Tie POOLS TO BE PLACED ON OPPOSITE SIDE OF ROOF 2�d FLOOR J ��� lR�, 1021-2017 3.. 2.. 2 F(oor-to-Floor Connectins HOUSE AND/OR LEADERS TO BE PIPED TO 2 2" 9� * DRAWN BY: BDK 3.. 3.. kQ+ .A POOLS (1/2 OF THE ROOF TO DRAIN TO EACHlarafl+ 2„ GUEST BATH3' �► CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 2' m ��, �� 02`� CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), FOA 08186$ � SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 1 S R 2" 2" st FLOOR ROFESS04 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2" 1. 2" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA NOTE: THERE IS NO INCREASE IN THE DIMENSIONS L r 2' 3 3. 91/311 - G2 WHERE TRAFFIC IS TO BE PRESENT. OF THE EXTERIOR STRUCTURE OR AREA OF 1. AF&PA WOOD FRAMED CONSTRIUCTION MANUAL (WFCM) 3•• NON-PERMEABLE SURFACES. ABOVE GRADE JOB NUMBER: of 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — IF MULTIPLE POOL SYSTEMS ARE USED c c �' �.o, 4't•O. 1. 3 3TO SCWA APPROVED PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN HOUSE SCSEWERAGE SYSTEM 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THEY ARE TO BE CROSS-CONNECTED PLUMBING RISER DIAGRAM (NTS) TRAP ® KE&DESIGN•ASSOCIAMuc r. x/ ,r/ /�-/'!,'i r.i,� / �/�•/�//.�',����..�' '��'.: �.:: `moi':. ';" r. A A 101 101 - KEHL DESIGN ASSOCIATES Lw residential & commercial design a consulting P0,Box 1675 phone: 16311 433-9084 7Y' `° Southold,New York 11971 E-Mail: ssbn654@optonline.net Y" - —W —7� — " y r�Kyre/Thy7T Kehl TD�esign Associates,LLC m formerly D A K Associates,LLC '7-77l� _ _ _ _ OWNERSHIP & USE OF UOCUMEN f 5: /// 15/" 1� -11' 1�' 1 3y" -8° 1-0" These drawings and specifications including the _ _ _ _ _ _ _ _ _ _ _ r — — — — — — — — — — — — — — — — —— — — — — — — ideas, design and arrangements represented � —I therein, are the property of KEHL DESIGN 4x4 ACQ Post �%V I � ASSOCIATES, L.L.C. No part thereof shall be �O copied, disclosed to others or used in connection 2x1 AC Gi .er � 2x1 ACQ Gi er � x12 A Gird .� I � I I with any work or project other than for which I 2x1 ACO Gi er 2x1 ACQ Gi er � x12 A d they have been prepared without written consent. ol 2'-0" `� a I I rex Deckingor qual 2x10 ACQ Solid 11, N25 Cross Bracing I i APPLIANCE INFO. o a - I NOT FOR o 2x10 ACQ So' eking N 0 ACQ Solid Blocking o i 2x10 ACO Solid Blocking NEW DEC I Note#1ACONSTRUCTION o t I I t Marvel ML24WDF4RP 24"Built-In Dual Zone Wine Refrigerator USE UNLESS I I I Note#2A a .B 2x10 ACO Solid I I Bar Sink 19"Executive Zero Radius N I Cross Bracing I I Stainless Steel Undermount Sink CERTIFIED BY A .o IA Note#3A PROFESSIONAL I A g � I 1�I 14'-0' '-0" I � 33"Grigham Reversible Farmhouse C 1 Sink White Note#4A o I Bosch 24"Dishwasher-Panel Ready ENGINEER a o N ` 24'-11Y4° I Note#5A I Summit SPRF2D5 Built-In Refrigerator- 2x1 ACQ Gi er 2x1 ACO Gi er x12 A Girde I Exterior Door ? 3 1" 2'-6- -9" —4'-4y4. I Stainless Steel 2x1 ACQ Gi er 2x1 ACQ i er xl A irde I I Exterior I Note#6A 10" Fan Cover KitchenAid 20.0 Cu.Ft.French Door Ex. W ndow SHELVES Note#7A New FWG6068 I Refigerator-Stainless Steel 2x10 ACQ House Beam 2x10 ACQ House Beam 2x10 ACQ House Beam Note#7A Range Zepher Power Monsoon Series AK9228AS WQRK NOTES: agge o House With agge o House with Logged o House Willi Reverse Swing W3096 W1842 Hood 30 W1842 Simpson Strong-Hold Simpson Strong-Hold Simpson Strong-Hold r 9 DN 33 0 � Range Hood Exhaust Fan,Verify Vertical or P 9 P 9 P 9 on Doer .o Swing Pantry Note#7A Filler m 3 Horizontal Exhausting and Provide Outside Bolts or Equal @ 16"oc. Bolts or Equal ®16"oe. Bolts or Equal @ 16"oc. Shown and making813.5 DW24 BD15 _-', B018 Exhaust Vent Cover.Verify with Owner. it an Outswing. 3-0» Note#3A Note#4AN" ode#gA Provide flashing Provide Flashing Provide Flashing Provide Flashing Nobe#1P&H �= Note#8A x x EXISTING New Z Note#SP&H Note#5A v ICitchenAid 30"Slide-In Gas Range- 12 1r hr Fire-roted NEW DINING ROOM stainless Steel GARAGE Stl. Door and Note#2A Note#9A Assembly with o 3 N NEW KITCHEN Note#1P&H Marvel ML24WDF4RP 24"Built-In Dual Self-Closing Z Note#6P&H Nobe#4P&H a Zone Wine Refrigerator Hinges Filler New Optional a" oo g Riser & °x 1x 3-�" Riser Location -7y° 7-� -9� LNote#6A Above? Nobe#1P&H Note#lA Return `'4 Riser & `V N Relocate Door /' - - Cl! Return Provided Fill-In New Second New foyer To Allow For W362424 ® Wine Note Basement Floor y Solid Blocking pppeercat�inet^ BD24 BD36 BD24 Ref.24 812 New Optional Column Riser Location / Riser Location Heat Under All Proper Operation 36'Ref. o Riser Location Location PLUMBING AND 3'-3%" Above. d ,-2„ Above. 10/„ Bearing Pts. of Refrigerator Above? Filler m e Provided Provi ed s @ 6"-9" Towards Nate# P Filler Below HEATING INFO. tthe Rear of the Note#7P&Il: Solid Blocking _ Solid Blacking — — — 3 2x10 Girder — — — (C�er) _ Under All Under All House Bearing Pts. Bearing Pts. o (3)1+"x7%" LVL W�(2�"x " Stl Plates, Flush Beam Basement Note:#1P&H - Fill-in Hydrotuc Kick Space Htr,with New 3'-6" -OY" '-? 2' ay$° Themostat Installed m Cabinet Kick New 3"Dia. Sill. New 3"Dia. Stl. New 3"Dia. Stl. 3Y"z 5 a Ede of Basement " 5y"x �' "x 5l% Column Nota#2P&H Column on Column on Column on Location of Provide Water 9 Porollom Counter Column Y Porollom Porollom Location Provide to New Refrigerator To Refrigerator �PPIy Rd°g° 2'-0"x 2'-0"x 1'-0" 2'-0"x 2'-0"x 1'-0" 2'-0"x 2'-0"x 1'-0" Post Top Location Post Post Note:#3P&H Conic. Footing Conic, Footing Conc. Footing Provide Water Supply to New Rel}lgetator Note:#4P&H o o Face of Fireplace to be Provide New Hot and Cold Wats Supply and 12 have Shiplop installed Draim to NOW Bar Rink FURNACE o o HVAC y Provide Coesorstone over the Existing Brick Note.#5P&H Rugged Concrete to the Ceiling. Install a w Provide New Hot and Cold Water Supply end EXISTING GARAGE o o o Hearth Slab and Mantel as per Drawing NEW LIVING ROOM o Stair Lights Drains to Now Kitchen Bar sink 1 m oo Surround and Verify Finish with L` Note:#6P&H N N CV C'V ReLac ate the Supply and Redan Lim to the Electric Owner. z Socond Floor Base Board Heat Water Heater Remove Fireplace Doors NoW.#7P&H Suffolk and Replace with New RdocxbegteSupply and Return Lim tothe County Doors, Verify Style and First Flow Base Board Heat PROJECT: Water Oil Tank Finish with Owner. Now#8P&H Provide Ciao Supply to New Cies Ieaert or R 0"' EXSTNG BASEMENT C-7 r4orW,0 Q vt 0 out",V4 I MF Z E HE CC E A R 160 11 " 2275 PINE NECK ROAD SOUTHOLD, NY, 11971 FIRST FLOOR PLAN FOUNDATION PLAN DRAWING TITLE: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" AS NOTED ITEM Re 'emenla Hearth Slab Thickness 4 Existing 2x8 Floor Joist @ 16"oc Existing 2x8 Floor Joist @ 16"oc. Hearth Extension h side of openi " - it I ni <6 sqftFirebox OpoLng- 12�" - fireplace openingf it n NOTES: Provide Solid Blocking Hearth Extension front of opening) 16 - fire Ince ooening <6 soft Fir in eninlace o >6 s 20 - fire THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Existing (3)2x10 Girder of All Bearing Points ft it nin PROSECUTEDDESITOPROFESSIOTHELOSE SEAL IS FULLEEST EXTENT OFFIXED THE LAW. SHALTO. INFRINGEMENTS LdVERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR New 3" Dia. Stl. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Column FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New 4" PC. SEAL: DATE: Slab Around SEPT 10, 2017 Column Base P.��OF EW YO PROJECT N0: O. B,q 'S'.f- 1021-2017 New 9� DRAWN BY: * BDK +,- Conc. Footing gra CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 0� f, 2w RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE sF Og186a �� SHEET NUMBER: BASEMENT NEW COLUMN AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 04) FESSIONP�'� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 AND THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE GI� �F DETAIL1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �- DOB NUMBER: OF SCALE: 1/4"= 1'-0" 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk Count Det of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 Y P • 9 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such V KEMDESIGN 0i3i AIES,ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Ar + H1 L"_ ------ KEHL DESIGN ASSOCIATES roc A residential & commercial design . consulting 11 = P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 22'-0" ELECTRICAL SYMBOL LIST: 7Y These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 7__7 Waterproof shielded"Dog House"style floor device copied, disclosed to others or used in connection with any work or project other than for which s s _s _s they have been prepared without written consent. with duplex receptacle on dedicated circuit,an voice/data receptacle with cable drag line 1/ 1� -11° 1� 1� duplex convenience receptacle � " duplex receptacle on dedicated circuit — — — — — — — — — — — — — — — — — — — — — + I I duplex convenience receptacle above for TV height TBD. b ( quad receptacle dedicated circuit ( VO NOT F O R c GFI protected duplex convenience receptacle ZZ � �d I X rex eckin or of I CONSTRUCTION e half switched floor recepetacle(brass plate-flush in floor) USE UNLESS � Weatherproof lockable GFI protected duplex receptacle f I I (dedicated circuit) CERTIFIED BY A quad receptacle i EW K i PROFESSIONAL voice/data receptacle with cable drag line o ` I ` ENGINEER A voice/data receptacle clock receptacle fesspool ( ( 12 2 � I 14'4 light switch location WORK NOILS: t light switch with fan timer location 12 k light switch with key lock location Exterior Door ? 2 110 TBD-SW TBD-SW1.0 Ex. Window New FWG6068 Interior Garage Lights (3)13/"x7%" LVL WMV2"x 7" Stl Plates, Flush Beam • a - countertop continuous plug mold Reverse Swing 96 W 42 Hood Wl New Light Security Lights o on Door to Swing Pantry NL I DW24 I BDI5 BD1 on Exterior. Filler m 3 - Switch voice/data drop with cable drag line for laser printer Shown and making 3'-0 er �- B B oration LED Deck Lightng 2x8 Floor Joists 16"ac. 2x8 Floor Joists 16"oc. it an Outswing. _ Exterior OA Exterior Hi-Hat Recessed Light Fixture EXISTING I New o New Light v Fan Cover New Column 1/hr Fire-rated NEW DINING ROOM with OB Interior Hi-Hat Recessed Light Fixture(General Purpose) GARAGE o� Switch T113111114;L 7 Riser Location Stl. Door and Assembly with o Location � Z NEW KITCHEN o o Inside. OC Interior Hi-Hat Recessed Light Fixture(High Ceiling) Self-Closing 23'-11y' Hinges 3'-2 -7 7'-�" '-9 4' s /Azek Vor T fy x Railing System OD Riser Location Interior Hi-Hai Recessed Light Fixtxu'e{Accent Light) Filler ReLocate Door /' Above? B E Appliance to be hard-wired verify size of load To Allow For Fill-In W362424 BD24 BD24 Wine Provide Stairs and Railing II Proper Operation TBD- N ef.24 B12 New as per the State and Local Code p p TBD We ify with Owner I Riser Location o of Refrigerator Relocate ° Above? Basement Filler °° A k or Trex Decking g Column M N -Flashing @ 6"-9" Towards Switches 3 TBD-C NL Hanging Ceiling Mounted Fixture Outlet (car ) Location V ify with Owner Filler the Rear of the to Opposite ner 2x8 Floor Joists 16"oc. 2x8 Floor Joists 16"oc. House Side of Door o — 3 — 'I 2x10 ACQ Floor Joists 16"ac. lel 2x10 ACO Flo Joists 16"oc. 1;1 2x10 ACO Floor Joists 16"oc. le 2x10 ACO House Beam Lagged to House with Ready Header (3)1/x7Y" LVL W/(2)r2 7" Sfl Plates, Flush Beam �Q� �- Provide Solid Blocking TBD-P Surface Mounted Ceiling Fixture Otatlet Basement v' Basement _ Simpson Strong-Hold Bolts or Equal @ 16"oc. at All Bearing Points New New Light Fill In Y2' -gy -g� 9 Column Column - ACQ Filler Location of Switches Location Location 2x12 ACO Girder�2� 2x12 ACQ Gir er 2x12 ACO Girder //I Surface Mounted Wall Sconce Fixtulm Outlet Refrigerator B B B B Location 4x4 ACQ Post meson 4x4 ACQ Post Existing (3)2x10 Girder New 3" Dia. Stl. Post Anc r 2x12 ACQ Girder Column TBD-SW_q� Surface Mounted Wall Mounted Fixture Outlet 10" Sona Tube 2" x 1 10" Sona Tube Simpson IFAnchor olt. Post Anchor © New Bathroom Exhaust Fan(ducted through back of roof) NEW LIVING ROOM New 4" PC. Y" x18" Slab Around PROJECT: (Broan Solitaire Ultra Silent-Model S1 IOU(110 CFM,1.5 Sones)) Stair Lights 2'-0"x 2'-0"x 1'-0" 4 S rue to 2'-0"x 2'-0"z 1'-0" Anchor bolt. Column Base oD Concrete Footing Y' z 8" Concrete Footing Stirrup to Under Counter Lighting w Min. 3'-0" Below Anchor bolt. Min. 3'-0" Below Y2' z18" o DO 'SEm"Imz Final Grade. Final Grade. Anchor bolt. New NL Night Lighting Circuit —2'—a" 2'-0"x 2'-0"x 1'-0" 0 VV I B B B B Conc. Footing "OOE E H C Security Lights on Exterior fTBYI RealUrmients TBO-SW 2275 PINE NECK ROAD Hearth Slab Thickness 4 SOUTHOLD, NY, 11971 Hearth Extension (each side of c�ening)(Surround) 8" — firenloce olnening <6 sqft Firebox Hearth Extension front of opening) 16 — fire lace o enin <6 softFirebox 0 — fir e nin f " CROSS SECTION A DRAWING TITLE: SCALE: %4" = 1 '-0" 101 AS NOTED A 101 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 FELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR ELECTRICAL PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 10, 2017 O PROJECT N0: OF NEIN Y O.Bq 'Q.f- DRAWN BY021-2017 9� BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n , RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE - 2 SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITH `pc�`� Og18r38O LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ESSIONP� OZ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 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 ® KMDERGN°ASSOCIATES, 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.