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HomeMy WebLinkAbout41826-Z ��o���FFtid�co Town of Southold 7/31/2018 P.O.Box 1179 C 53095 Main Rd oy? Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39806 Date: 7/31/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1040 The Crescent, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2017 pursuant to which Building Permit No. 41826 dated 7/20/2017 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 and additions including deck to an existing one family dwelling as applied for. The certificate is issued to Flinn,Christopher&Daniela DelBoca of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41826 1/18/2018 PLUMBERS CERTIFICATION DATED 7/13/2018 rge Berry r. In t ed §ignature �SdFFU TOWN OF SOUTHOLD � BUILDING DEPARTMENT a 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#: 41826 Date: 7/20/2017 Permission is hereby granted to: Flinn, Christopher 100 Bleeker St Apt 5-0 New York, NY 10012 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1040 The Crescent, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-26 Pursuant to application dated 7/14/2017 and approved by the Building Inspector. To expire on 1/19/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $968.00 CO -ADDITION TO DWELLING $50.00 Total: $1,018.00 uil i nspector 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 I%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. 01,0z,- i'7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 11 k LNe CP—ese'i p F de--r MAP_ J House No. 1 Street Hamlet Owner or Owners of Property: �yL 2�S (i KO Suffolk County Tax Map No 1000, Section 0 Block 02 Lot �(o Subdivision Filed Map. r, Lot: Permit No. ql� Date of Permit. Applicant: C,\g,% F L I N NN Health Dept.Approval: Underwriters Approval: Planning Board Approval: RA Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ b t®O Applicant Signature pc SOUrg®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., ® �@ roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 c®U 9�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Flinn Address: 1040 The Crescent city East Marion st: New York zip: 11939 Building Permit#: 41826 Section: 30 Block: 2 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures5 g Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 1- Bath Fan, 1- Paddle Fan. Notes: Inspector Signature: Date: January 18, 2018 0-Cert Electrical Compliance Formas Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 jD BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 13 2018 )E UIELDING DEPT. i TQC"NOF `;•IT- QLD C_ERTIFIC_ATION Date: Building Permit No._ Gl (p a Owner:4-1 rIt'VA (Please'print) Plumber: o 'tPlease print) j I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i i (Plumbers ature) j `I� I Sworn to before me this 3 i day o 20/2 CONNIE C.BUNCH i Notay Public,fate of NM York j No.01 131,1618W60 Notary Public, County Qualified to"olk County ' Commission Expires April 14,2 � �'sC1iuC�'e"iE�?3�:,��'�i�• i:i eJyr�'�'1�'f�: j E F I noo, g 50Ulyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Akcl lQ/ A Y b owtil, 1 o✓ P ��✓ or)Y—vo Dmfo ) DATE INSPECTOR SOUlyolo N o holy UNTI,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- VOUNDATION 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:- D 4A ivit OKIV 4 _ S"0 DATE INSPECTOR BOE so �o� olo s �o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC [ ] FOUNDATION 1ST [ ROUGH PLEIG. rOUNDATION 2ND [ ] INSULATION RRAMMIING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [11 ] ELECTRICA FINAL) REMARKS: Wth �i7 - 0-�- 4470!NV r DATE 11 INSPECTOR nl')t SOUTyO �o �oly�MV a�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION L l FOUNDATION 1ST [ ],fIOUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] SIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [�] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) . l REMARKS: rlY C, IS re�k DATE j INSPECTOR R SOUTyolo /�/� � • �o ver �� �, —\ V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR I� OFSoUT # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (b) Tri Gni DATE j INSPECTOR 1 1 • ' • COMMENTS . FOUNDATION(IST) ftMECom? �� �ri -------------------------- WTOt�l _ v Me ME 1 �!R �► ROUGH FRAMING �. PLUMBING MW INSULATION .•� ENERGYSTATE • 1 171!� 94P I • I�� 1- ' Mme ; /�r��� ADDITIONAL C• �i:� �� ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 41Uh 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 Contact: Approved 20� Mail to: c- ,/ Disapproved a/c �� � � �� .SA- A V l��ITi Phone: (spy(0^ Z2q-08S`� Expiration 20 e RF-AO'y B r ArrLICATION FOR BUILDING PERMIT JUL 14 2017 0 Date O"T -O3 , 20 L7 BUILDING DEff. INSTRUCTIONS TOViK.Q*§QN WW4UST 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 applicant or name,if a corporation) SRMF N5 X4(96,J�� (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder Ow,`1e!_r__ Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. ,,LL '�� 74av,1,F-p UptN Electricians License No. S ,A 2T OF '�P(LoSECNN Other Trade's License No. 1. Location of land on which proposed work will be done: 1 C)gO -R�F- IFAS\ l`j11 House Number Street Hamlet County Tax Map No. 1000 Section S 0 Block © `L Lot ��O Subdivision Filed Map No. N#9- Lot NA 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy t DE+J I I IN L- b. Intended use and occupanci pr N(i i At- 3. Nature of work(check which applicable):New Building Addition Alteration Repair X Removal Demolition Other Work (Description) 4. Estimated Cost , 0®o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units j`(R- Number of dwelling units on each floor NA If garage, number of cars NA- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA- 7. Dimensions of existing structures, if any: Front �S Rear Depth 30 Height R,_If" Number of Stories Dimensions of same structure with alterations or additions: Front VS Rear Depth 6-15 Height 0(0I-VNumber of Stories 2 8. Dimensions of entire new construction:Front Rear Depth S a Height 26'�-H Number of Stories 2 9. Size of lot: Front Rear Depth 10. Date of Purchase 2 Cb'A Name of Former Owner FAAW 1L 11. Zone or use district in which premises are situated F4s o MAf_1.a 1 4P_ 0'ry 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 ?� /moo It-45 14.Names of Owner of premises Cldl':S FLi NN Address ^4/01 y /00, Z- Phone No. Name of Architect Ie4_zgc.- ,g Asst�� Address ZW� L'tPhone No Name of Contractor o w Ao E& Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �K * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF G j'FRil-L) (N C's Flo M being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE C.BUNCH Notary public,state of Nov York (S)He is the D I��L m-An9d in Suffdk County No.01 OU6185050 W "i (Contractor,Agent,Corporate Office.0 salon 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. Sworn tp before me this � day of C2sA Jm 20j Notary Public Signature of Applicant a Scott A. Russell ,��® �� 5'7C'01RJ\\\\4WA\'7C7E1R� SUPERVISOR MAINNAGIEMENNT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CRAFTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'TRIS PROJECT INVOLVE ANY OF THE I±OLLO`Ya NQ Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted - on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design ProfestonaL Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME *S `t1-11J JO 02- 2_6 1r) Section Block Lot /� rr° 7 ((�`� l� "*FOR BUILDING DEPARTMENT USE ONLY Contactlnforrnahom {p�1D' (iZ� _ ® a� 1 ITe 9 Numhri 'Ni Reviewed By: — — — — — — — — — — — — — — — — — - - - - -Date_ Property Address/Location of Construction Work: — — — — — — �y 1�� C� Approved for processing Building Permit. q Stormwater Management Control Plan Not Required. FSS M A Q-%D t4 N Y 11 31 Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179CO- Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF F UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ' Date: C) "7-03 -11 Owner: Location of Property: t i 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 (TT) X _. Pre-engineered wood construction (PW) k Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) A /)7�� Signature: - Name (person submitting this form) FLiy4 t A Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 1 1 <o Town Hall Annex it (f$1 g6�34-"g� S4875 P.O.B 1179a roger Cn d1iO�W111_O nOlft.njD Southold,NY 11971.0959yr , r CO(�,�►� �� NOV 1 4 2017 ` BUILDING DEPARTMENT ".7ZIT-7 TOWN OF SOUTHOLD TOVTN OF SOUT SOLD � APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED By: Date: Company Name: c�/ C' et rJ Aa Name: a L 2 License No.: cp 7 _ M-,6 Address: P0 qaX 166 ' IS6u-f Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *,Cross Street: -7F6&-_ *Phone No.: Permit No.. Tax-Map District: 1000- Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: �/ NO ugh I Final *Do-you need a Temp Certificate: YES f!O- Temp Information(If needed) l� *Service Size: 9 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION S . 8241equed for lWeWon Farm /� � Y 7 � 1 ' a I 1 i Y • Iwo, FR _ V V w. 1 . V" j t �g t J U L 1 1 2018 BLTII,DDIG DEPT. �NYOLD �1�♦ '� �y. '� / Myr ,'� ,y y- • - / ^f .� dry ��t e �• r � k i X4 i� <� r _ Al Sk }•y`�( + '/y �';T y� .. � �.� ,rte �, ,_ � i fr r. • Yy t•th•/ �:. r i ti 1 i Ll /eZ-G D RQEOW[E D;; J U L 1 1 2018 BUII.DMG DEPT. TQ'-Vi"'t?F;f?Tr OLD s .r' • r A - r a ow � y ICFs. •� ���V s t i- urr t<♦ .,r�F t.a ,.- , r fAN44 Aw"A fir,. ' � r F {. 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T' 1i it '7t , k k Y SOl1T�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y � Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q lyc®UN�Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 20, 2018 Christopher Finn & Daniela DelBoca 100 Bleeker Street, Apt. 5-0 New York, New York 10012 RE: 1040 The Crescent, East Marion TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. C` Plumbers Solder Certificate Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Manning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41826-Z additions/alterations -,,y -00 .� NE -• _ 20 N 6 0 5 •� } i N Cpl g R=2O .- lLn 0 2 --,;� 42- z —A L o �C a `yrarE A-* 1• 0. b t7 e r w� 0094- ,FSI f o OF NFyY P 9 :a. �I 30 3 aQ• a j�a.�• \ � yy Alb yy Y 0� D o 6 F6�G g ( 9 2 Rl z� n OG ' . / n A-M NO rE= N L, o g s z a= MONUMENT. SUBDIVISION MAP FILED/N THE OFF/CE 2 1 , —A �F �° 45893 1 OF THE CLERK OF SUFFOLK COUNTY ON 1 �'' eO - �lj. JUNE//,/975 AS FILE NO.6266. N A� uND $UR�Ey0 THERE ARE NO DWELLIMS by/THIN ioo'OF THIS PROPERTY OTHER THAN THOSE SHOWN i HEREON. -- ❑ =STAKE � THE LOCATION OF WELLS AN CESSPGOLS SHCWn ticREON ARF FRvV c.cL; -O f 9 C 6:J U 0 c C%• ? YOUNG YOUNG OBSERVATIONS AND/OR FROM DATA OBTAINED FROM OTHERS �¢ S' `r� L a� 400 CSTRAtND"tR A'VLNUE• RIVER4i FAD, NEW YORK THE WATER SLPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RES",IVCE W--- CONFORM TO Ts{E STANDARDS OF THE SUFFO_( COJN:Y DEP„R'M£. vF icAL H ALDEN W_ YOUNG HOWARD W. YOUNG SERVICES P110FL5SIONAL£NGM£ER AND LAND SURVEYOR LS�O SURVEYOR n Y S LIC.NO. 1JBs5 N Y S LIC. NO. 43833 ADDRESS- --- -- - - -- - - - - - - - TEL - - - `r'R EY ;OR: AN TH YRCCA- a DANE A RALPH MANC, /--8 ELIZABETH MANCINI LOT NO. 25, "PEBBLE BEACH FARMS ” - \ O I P -` EAST MAR/ON :UAlA:Yr7��0 TO: EOUITABLE FEDERAL SAVINGS & - i— LOAN ASSOC. SOUTHOL D ____,_.___-.._ � ,_._,...__.._..,....____�___-.. --_- ____...�._---1 �- -_____---------- - -- -•-- -- ------ - ----------_�s--..-__.�_/ �;.TE "- 40' f l!/OV /7, /978 �,�o- 78- /7 _ --- 1 SITE PLAN OF KEHL DESIGN ASSOCIATES uc � I CHRISTOPHER J . FLINN residential 8 commercial design.consulting P0.Box 1675 phone: (631)433-9084 Southold New York 11911 E-Mail: ssbn654@optonline.net U Kehl Design Associates.LLC o formerly D A K Associates,LLC OWNERSHIP & USE DANIELA DEL BOCA ____,_r__- USE O - OF DOCUMENTS: I These drawings and specifications including the PROPERTY ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which 1040 THE CRESCENT they have been prepared without written consent. EASTMARION, NY, 11939 REVISION DATE: 07-10-18 SCTM # 1000 - 30 - 2 - 26 REVISED 07-10-2018NOT FOR CONSTRUCTION SCALE: 1 " = 30'-0" USE UNLESS CERTIFIED BY A a PROFESSIONAL o� ENGINEER WORK NOTES: v. 0 co EXISTING �p0 HOUSE �a EXISTING , NEW GARAGE X65 ADDITIONI O NEW r n �� � DECK o• o h`JEW � :-o �r o� �\ PROJECT: FLINN / DEL BOCA 3 RESIDENCE o ° 1040 THE CRESCENT o EAST MARION, NY, 11939 �0 DRAWING TITLE: SITE PLAN 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 AT.THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS SEAL: DATE: SEPT 15, 2012 PROJECT NO: �PQ 1002-2016 G, '(,Q.S,qR '7-, RAWN BY: BOK CKED BY: RB ©COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL 10OR PLANS AND ELEVATIONS ARE ET NUMBER: S TE PLAN INFORMATION S BASED O N PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE TIE SOLE PROPERTY OF p818gg A2 01 SURVEY P R 0 U D E B Y YOUNG & YOUNG KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �bA ��, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WR'iTEN PROOF OF PURCHASE. FESSIONP (LICENSE 45893), DATED NOU. 30, 1977 Acceptance of these drawings does not authorize the right to build without the authorization 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 0 KEHL-DESIGN-ASSOCIATES,�c agencies prior to construction. LA 1 ��•� D LI JUL 1 1 2018 BUILDDIG Dir. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL NOTES: ' General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL '���__ -_ l' r -`I 'T R T R A T E �' _ RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. / ' I - t I l ;r'' rg9 IF;^1m= m� GENERAL NOTES: Wood: 2. M� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. . FIRE SAFETY: 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 IN A KEHL DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential & commercial design • consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2 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: (6311433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. 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. b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. oufhold,NewYork 11971 E-Mail: SSbn654�OpfOnline,nef 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS E USED AND STORED IN ADEQUATELY VtNTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. IcenlDesign Associates,ucmtormenvoAKAssociates,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. �� girl/i/;y •"r//ii/ r77 4. 6Plywood sheathing.. yg. ITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF UOCUMEMS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES W 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 FLM 6L 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 9 P Y pp - 'd, RICE`iL 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 INSPECTION f3EC�UI D therein, are the property of KEHL DESIGN 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. ASSOCIATES, LLC. No part thereof shall ec 3. DUST CONTROL: copied, disclosed to others or used in connection be OR DURING THE EXECUTION OF THE WORK. 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: OF (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. RETAIN ST0,1 , 1., 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 THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. -. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. QP ROVED AS NOTED ©F THE TOV�fe. 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: DATE 1 f THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI TT g•p•� •' �COMPLY WITH p _L CODES OF 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, FEE: - s (Jgy; J,__NEW YORK STATE TOWN CODES 1 0. B. EXCEPT LEGAL HOLIDAYS. NOTI UILDING DEP;1R�f�11E AT AS REQUIRED AND OONDITIONS OF ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE FOLL 2 s AM TO C P'�I Frf� THE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PPRTIES TO WORK OTHER THAN REGULAR HOURS. F01_L 1r'fIG Lti;v�FC-; ;.jo. - v $T '`" 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 1. FO JDATI{,rl - T': ".'u ';:FQU'r,a OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. F'�� T'GUF D i'c�^.�•;�,� = 4SOUTr "CrI �tviNGB0AR0 T C 2. RO JH • FRAAA' ;' t 77,T I 5USTEE$ 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 N0. CREATE DUST, DIRT, OR OTHER SUCH N �� & PLIP ,�:G 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. 3. 1N'' LATION 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 N.Y. .0 RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS FIN ' COQ: ' '' ,..►ION MUST IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES r` :OMPLE'TFF FQP; C.O. 13. i_ C NSTRUCT,ION SHALL ME7- THE r �j A � 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 SI ;.,LL AT ALL TIMES PRIOR AND DURING THE COUR�gQUI E 1 �: �JVUi' HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS 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 ieEN7S OF Ali ' ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL Y IK ;TATE. NOT RESPONSIBLE FOR USE i 11 , 14. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF IG OR CONSTRUCTION ERRORS. �� THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ry , I� ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ATE RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ��- PLACARDING MMIJI^ED OF liL�iCU ��CY THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED B'Y 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 r 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. Ai®� FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. PLUMBER 'ERTIFIOATION 19 f t �^ 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ON LEAD G °'l'v'TENT RF PLU ALL PLU;' SING SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE CERTIFICAT OFOCC ." STRUCTION Lt.&V,,ATEF uraEs N=sir UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. OLDEPI 'L, {l`,%',1fUSE UNLESS TCSTING_BE :OR.ECOVERING•,: CLIMATIC AND G::OGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQIt <FMENTS OF THE 2015 INTERNATIONAL SUPPLY: bZTIFIED GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE .2016 UNIFORM CODE SUPPLEMENT. EXCEEDL U;= i ;� BY SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL L LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY v /'� 25 lbs/sgft 130 (mph) C SEVERE 3'-0" 1 MODLRATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 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 VENTII_AT ION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE --- SECTION 1609 WIND LOADS OCCUPANC' ­R USE UNIFORM CONCENTRATED NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATIOIN(s) 25. RESIDENTIAL ONE - AND TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE .AND RESCUE REQUIREMENTS. - 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT `:TORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS ,A,". UNINHABITABLE ATTICS WITH LIMITED STORAGE i. j, 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 ; r'APACITY � � �♦n 0. y°i r^%A$' I RESIDENTIAL R-3 SINGLE FAMILY REFERENCED HEREIN AS FOLLOWS; ��"�' ' iL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR FAC.-I CASE. I FOUNDATION ul ON LOC TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE 1cnSBE-* Q REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. , p :-14 APP 0 { Vr TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL NAILING NOTES: MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996, ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THF NAILING SCHEDULE 0F. 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 ?tits INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: NO SUBSTITUTIONS PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 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, 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated Is Simpson Strong-Tie. HEIGHT. BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHIALL BE SECURED ' 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. FUNK, 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-RESISTAN T ATTACHMENT HARDWARE =21'-29/6' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 1. 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 toP= va, U IM F - L= 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 (13,716rnm) OR LESS WHERE the other components Of the structure, any framing RLM%xl %no L. UPDATED WITH THE 2016 ARE NOT TWO OR MORE z%DJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. hardware substitutions Will render these plans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). null and Vold, and will result In the installer/contractor OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED 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 '1040 THE CRESCENT OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT ff the system. TOTAL HEIGHT FROM RIDGE TO GRADE 23'-41316" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. performance oe entire S y em, EAST MARION, NY, 11939 THE JOISTS AND RAFTERS !o 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 11, 111 OR IV BUILDINGS LOCATED 01VER 60 FEET 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 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 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. 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 LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES 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 PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISIS-230 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ( ) NUI ES: 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 NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET ( ) NEW CRAWL SPACE 640 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREW- FIELD CONDIRONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR DMMISIONS DUE TO UNKNOWN OR INCH EMBEDMENT LENGTH EX. BASEMENT NA ROOMS. BAOED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 640 sq. ft. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR 64 NEW SECOND FLOOR NA sq. ft. 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 15, 2012 LOFT NA Ya INCH DIAMETER LAGSCREW- �SOF NEIN YD PROJECT NO: BASED ANCHOR WITH 2 16 12 9 C COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. '�P 0. 8 �' ATTIC (HOUSE)(a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH `' � qR 1002-2016 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� 'I' GARAGE NA O �� DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. BDK ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 11 mile per hour = 0.447 m/s r IX CHECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION. w INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. 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 (SEE PAGE A102 FOR DETAILS). SHEET NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood :structural panel. KEHL DESIGN ASSOCIATES, LLC, FpA 081868 �� NEW DECK 800 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 n'OFESSIONP� COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasterners shall be located PROOF OF PURCHASE. G 1 POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA p y y y Acceptance of these drawin s does not authorize the right to build without d. Where panel are attached to masonry or masonry stucco, tthe shall be attached p g g using vibration resistent anchors having a minimum ultimatte withdrawal capacity the authorization of locol governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. 71X,A7 Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHGDESIGN•ASSOCIATE.S,uc (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE AMINIMUM OF MTS20 � TS20 :i TWO 8d NAILS THIS SIDE OF TRUSS. / PROVIDE (1) HGAtOKT ON FASTENERS ALLOWABL LOADS 1,2 LOAD !� LATERAL WITH TOTAL FOUR /. O ---- --- MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE SIDE OF CEILING JOIST NO. TO AVG NAILS REF. 8d NAILS AND ON SIDE OF RAFTER ,./ �I j RAFTERS/ TO TO ULT. F F (133&ILS INTO TRUSS - �/- TRUSS PLATES STUDS (133) (160) 2 ° STUB SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a c TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND �-� _ J KEHL DESIGN ASSOCIATES roc PROPER INSTALLATION PROCEDURES residential 8. 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 ARTgg"x12 ° o PO,Box 1675 phone: 1631)433 9084 o 8 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG y INTO °° ° N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES Southold,New York 11911 E-Mail: ssbn654@optonline.net opo °° � o WIDTH SPAN L QTY DIA 1�" 2" 2�" 3" 3}" 1k" 2' 2}" 3' 32 EIGHT--' °° IN NAIL S P 4 LFTA 16 2J" 17" 3811"16-10d — 4200 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC STUD w /�//TT// "�%%//J%/T%� ...// %jar%/JT �J?? /T%/�/,. 7 DOUG- R LARICH / SO. PINE FASTENERSZ FI ALLOWABLE UPLIFT LOADS3 °o ,OWNERSHIP & USE OF DOCUMENTS: MODEL L AVG tOd 10d x 1j" CODE ° These drawings and specifications including the NO. ULT. REF. LFTA o 10d 10d x 1�" (133 / 160) (133) (160) L S T A 21 °° ideas, design and arrangements er fK represented therein, are the property of 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 1 3116 1000 840 1000 3, 41, 128 "x12 0 ART DETAIL "K11they have been prepared without written consent. 0° LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 CNW- STU 8"— COUPLER NUT DETAIL "Ell o DOUG-FIR-LARCH Equal number of °° ///'SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REIF. specified nails In o° TAKE—UP WASHER MOODEL TION FLOOR OF LOAD FLOOR ROOF (133/ (100) ROOF (13 each end Simpson Strong-Tie G 515 645 670 I•° CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTR"xl2 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2,3 AT HIGHEST N0. AVG AT HIGHEST REF. BASE BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE HB SB W H B SO CL DIA5 ° DESIGN BLE LOAD DESIGN 0p° GA GA WHEN RAISED OFF QTY DIA 1 2" 22' 3" 3�" 5}" LOAD THE SIL PLATE o 0 0 HD2A 16 12 4{" 22' 2 8" 2� 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE NO. _;_7 L STUD PLATE ULT. (133)Z (160) REF. �. . SP4 3 71" -10d x 11" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °° WORK NOTES: N0. GA WL NAILS 100 FLOOR (133) (160) REF. LSTA21 20 11" 21 16-10d 905 1205 1 1295 7, 40, 90 ro 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 Simpson Strong-Tie Tie 5" REF. _ 8 N0. GA y� L NAILS 1��R (133) (160) LUS46 g SIMPSON U8 - MSTA24 18 14" 24 18-10d 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENIERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF, HD2A NOT FOR TAKE-UP WASHER N0. END TOTAIL 2 LENGTH GA CUT LENGTH ( ) oc. ( L (1 00) (133 / 160) OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT 6 pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-93d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CONSTRUGTIOF� H NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN. D -FIR AR H PIN ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 711 N S N0. GA HEADERS AVG UPLIFT FLOOR 100 show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACESCERTIFIED BY A w H B 10d 16d JOISTS ULT, (1 33)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4J" 2 4-16d 4-16d 6076 11140 1160 1-11000 1150 1250 7, 40, 127 11 ll CN W- HUS210-2 14 39" g{�" 2 DETAIL I COUPLER NUT PROFESS Q ��e 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 [ ROF'ESS1O1`tAL DOUG-FIRA H PIN ALLOWABLE A ART 'x12 FASTENERS UPLIFT LATERAL CODE STI) 5'— 8 SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fi 160 TAKE-UP WASHER HGA10KT 14 4-SDS)"x12' 4-SDS4""x3" 1 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- J SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR o /• m o SE A MINIMUM OF 8d NAILS TWO 8d NAILS INTO TRUSS SIDE OF TRUS,TH[S MTS16 STU J"- LSTA21 5" ANCHOR BOLTS MTS16 SIMPSON SIMPS❑N a TOTAL FOUR �. O HD2A TAKE-UP WASHER Strong—Tie 8d NAILS LSTA21 INTO TRUSS HUS210-2 I PROJECT: F L I H LMA, TWO °I , FI 8 AIL ; PLAO0 TES oa° I g 3i �� 0 EIGHTTWD p Rt:%%V L=W 8d NAIL INTO NAIL o I a INTO NA STUD Simpson Strong-Tie PLATES omo DETAIL ItAit r H7 EIGHT IN NAIL 1040 THE CRESCENT ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie ° H7 Simpson Strong-TieDETAIL „L„ EAST MARION, NY, 11939 LFTA ROD SYSTEM LFTA LFTADRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 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 A 3 O DRAWING 1 ITLE: V-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, / STRONG-TIE DETAILS ROOF AREA = 650 sq/ft Due to the relationships of framing hardware to 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 nuand void, and will result in the installer/contractor A = 650 - ll assuming responsibility for the design and PLUMBING RISER DIA LTP4 R 2 RAINFALL 17 ft performance of the entire system, GRAM LTP4 C _ COEFF. = 1.0 V = 650 x 1 x .166667 = 108.3 c.f. NOTE: 'NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE Simpson Strong—Tie Tie ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 3" THROUGH ROOF PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL p g 114.4 / 42.25 VERTICAL FT, / FT = 2.7 V.F. ' 2nd FLOOR ROOF FIELD CONDITIONS, AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE R l o o r-t o-Floor Connections USE (1) 8' DIA. POOL 3'-0" DEEP = 3 V.F. 3" 3 2 DESIGN PROFFES:SIONAL ASSUMES NO LIABILITY 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. 3. GUEST BATHROOM 114.4 / 22.3 VERTICAL FT. / FT = 5.13 / Detail SEAL: DATE: LTP4 DETAIL "B" USE (1) 6' DIA. POOL 6' DEEP = 6 V.F. 2 ' 3„ 2.-2„ SEPT 15, 2012 LTP4POOLS TO BE PLACED ON OPPOSITE SIDE OF st FLOOR 31 THROUGH ROOF ,st FLooR 3'1I THROUGH ROOF Z�d FLOOR OIF Elvyo PROJECT N0: ROOF Simpson Strong-Tie T PIPED TO 3" 3 OO���� o gqR���� DRAWN BY002-2016 3., 2.. 3„ 2. 2 . door-to-Floor Connections HOUSE AND/OR LEADERS 0 BE 3„ 2" 3,. 2 3„ T * � d' A BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH MASTER BATHROOM lama GUEST BATHROOM N E C K E D 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" C) _ w CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 081868 1 5 R 2" 1st FLOOR j A LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2" 2„ 2" 2" ROF;ESSIONP��3 �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 2 LOW 2 BAsWxr ; WHERE TRAFFIC IS TO BE PRESENT, 3 3 3' 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 3" ❑ 3 /� ABOVE GRADE 6 C.O O.O, ..—/1 /p,/ DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING - IF MULTIPLE POOL SYSTEMS ARE USED 4'x.0. /Jtl/ 3 3 TO SCWA APPROVED PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN 4' C1 HOUSESEWERAGE SYSTEM 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THEY ARE TO BE CROSS-CONNECTED PLUMBING RISER DIAGRAM NTS TRAP0KEHI1DESIGN•ASSOCIATES, ac 2 POUR FOUNDATION �h _ ; 'Qlll rti'—Iif�T7Pl7 — ON 8' Poured Concrete 8" Poured Concrete 'KEHL DESIGN ASSOCIATES nc n consultin1 POUR ALL FOOTI f� foundation residential & commercial desig • foundation g FOUNDAT10 ["i A PIERS P0.Box 1675 phone: (631)433-9084 8" Poured Concrete Southold,New York 11911 E-Mail: ssbn654@opfonline,net EXISTING EXISTING EXISTING Foundation BASEMENT BASEMENT BASEMENT Kehl Design Associates,LLC aformerly D A K Associates,LLC „JWNLRSHIP & USE OF DOCUMENTS: 1 — POUR WALLS AND SODA TUBES These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN NOTE: VERIFY ALL DIMENSIONS TO ASSOCIATES, LLC. No part thereof shall be INSURE FLOORS OF NEW ADDITION copied, disclosed to others or used in connection ALINE WITH FLOORS Ifl EXISTING with any work or project other than for which HOUSE. they have been prepared without written consent. 2- TIMES WITH CONC . PUMP A ALL HEADERS ARE TO BE (2)1%"X 9Y" LVL UNLESS OTHERWISE NOTED NOTFOR NOTE: VERIFY ALL DIMENSIONS CONSTRUCTION INSURE WALLS OF NEW ADDITION Provide New 2x12 EXISTING LINE—UP WITH WALLS IN HOUSE. EXISTING EXISTING Jack Studs BASEMENT BASEMENT BASEMENT USE UNLESS 11 11 J 11 11 11 11 PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN CERTIFIED BY A ACCORDANCE WITH THE A ACCORDANCE WITH THE Provide New 2015 INTERNATIONAL RESIDENTIAL CODE Verify the Height of 02 (Verify the Height of 2015 INTERNATIONAL RESIDENTIAL CODE PROFESSIONAL 36" wide UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. the New Foundation flhe New Foundation NEW to Insure that there �x 18 Ito Insure that there UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. opening iin Provide New 36' wide Anchor Provide New 36" wide Note: Existing House has Y" COX Subfloors ENGINEER N G I E L p CRAWL SPACE Note: Existing House has Y" COX Subfloors a Smooth Transition m Smooth Transition 9 2 I�if i GIS existing opening in existing Bolls " " opening in existing on Conventional 2x10 Floor Joists which have on Conventional 2x10 Floor Joists which have From the Existing 16 x 8 Cone. (From the Existin foundation. g ioundaiion, down to g foundation, down to Shrunk @Y" to Y2". (To be Verified in the Shrunk @Ya' to Y. (To be Verified in the Floor System to the Pier on 24"x 24"x12" (Floor System to the 3" above crawl space 3" above crawl space Feild.) New Floor S Feild.tem slab, Conc. Ftg. New Floor S tem slab. ) 8" Poured Concrete Bm. Bm. 8" Poured Concrete 2" Poured Concrete Slab EXISTING Foundation Poc. Poc. Foundation I II II II or 4" Poured Concrete Slab BASEMENT — — — —— — — — — —— — — — — —— — — — — — — WORK NOTES: — ' — — 2X10 ACQ HOUSE GIRDER - - - - - - - - - - - - - - - - - - -- - - - - — 11—i1" Perimeter Beam ( (2)1j'x9j" LVL Girder o I I (2)lrx92" LVL Girder i I o LAG TO HOUSE WITH SIMPSON STRONG—HOLD BOLTS @ 16"oc. 2 I I 14'—$Y' 4x4 ACQ Post to Support (To be Verified in Field) 8' Poured Concrete I z PP MOTE: VERIFY ALL DIMENSIONS TO •�— L J I (To be Verified in Field) Privacy Wall INSURE FLOORS OF NEW ADDITION ( ( 16"X8" Footing Foundation '-3N Provide 2 Rows of Solid Blocking Verify the Height of ° I = (Min. S-0" Below I Verify the Height of 9 EXISTING ALINE WITH FLOORS IN EXISTING the New Foundation the New Foundation (Min. of 2 Frame Bays Next to Post) Final Grade) HOUSE. o to Insure that there A I I I L` to Insure That there A a Smooth Transition I 18-1 " I a Smooth Transition � 11 ^ From the Existing 1° 19'-11" I Q From the Existing Provide 2 Rows of Solid Blocking Floor System to the I 8" Floor Drain I co Floor System to the (Min. of 2 Frame Bays Next to Post) -FOUNDATION ALL HEADERS ARE TO BE ° I 8"Poured Concrete I ° x New Floor System I N New Floor S tem (2)1%"X 9Y" LVL UNLESS PITCH PITCH Foundation 4x4 ACQ Post to Support OTHERWISE NOTED e"x 18" Anchor Boltsm o1 x 6 frex DeckinQ or LQuol —Rriveey W— — — —— —— —— — — —— — — — — DETAIL (8" Dia. Anchor Bolts r — — — — a 24" oc. 8' End Zones ( ° I 8 Perimeter Beam NOTE: VERIFY ALL DIMENSIONS 29"oc. Interior Zones) I — — J NEW �'x 18' Anchor Bolts ° ��� 1 Q AC CJ OIRDFRI 2X10 ACLGIRCI SCALE: 114"= 1'-0" INSURE WALLS OF NEW ADDITION = I 2X10 ACQ GIRDER �`t '� CT G LINE—UP WITH WALLS IN HOUSE. 16"X8" Footing I I H v CRAWL SPACE (s Dia. Anchor Bolts — J L — J Min. 3'-0" Below 24° oc. 8' End Zones I o s 4x4 ACQ Post to Support AI.L1HEADERS ARE TO BE ( I I 1�0" —8� —8 fhe Girder (2)1/X 9�2" LVL UNLESS Final Grade) 29" oc. Interior Zones) Simpson Strapping � CDX Subfloor Bm• I ° I I Bm. T 12" Dia Sona Tubes OTHERWISE NOTED P PP 9 Poc. 7'-6Y' 1'-7' 7'-6Y" Provide 2 Rows of Solid Blocking WI40x91 Floor Joists @ 16"oc. Poc. @� on 2'-0"x 2'-0" x 1'-0 2z ACQ Blocks z I (Min. of 2 Frame Bays Next to Post) —; Concrete Footing Simpson LSTHDI4 or USP Equal NEW Note: Existing House has Y" CDX Subfloors I I r F � I" I ( r� 'Min. 3'-0" Below 4x4 ACQ Post to Support P q NEW o (2)1 'x9 LVL Girder _ _ _ (2)1 "x9}" LVL Girder _ jDrYn 1'x9 LVL Girder _ I " Privac Wall— —— — — — — — — — — ADDITION on Conventional 2x10 Floor Joists which hive I o Final Grade. — — — — ——y— — — — — — — Top of Deck +9.00" DECK "."— Shrunk @Y," to Y', (To be Verified in the °� I ° I r 3'-0—( L J Top of Girder +0.50" Feild. x rex ec ing or aua8 Poured oncnet )To of Foundation 0.00" I 1'-4" I 16"x 8" Conc. 16"z 8" Conc.p 00 Foundation (2)14 z9" LVL Girder Pier on 24"x 24"x12" I cv fJOTE: VERIFY ALL DIMENSIONS Bottom of Girder —900" " Pier on 24"x 24"x12"Top of Conc. Pier—12.0"� Grade "' Conc. Ft Filled Solid 8 Flog' Conc. Ftg. Fllled Solid4x4 ACQ Post to Support INSURE WALLS OF NEW ADDITION Grade —15.0"� o Damp Proofing Bm. 2x8 ACQ Sill 3'—" 1'-4"� I _' aa 4 Rebar 24"oc. POC o Perimeter Beam I ° I L — J PITCH -12" Dia Sona Tubes the Girder LINE—UP WITH WALLS IN HOUSE. 4 Rebar Stirrup 2X4 Keyway �x 18" Anchor Bolts oI 16"X8" Footing —.� 1Q_A�O ( IRf)FR�' � C(ZGI 16"x 8' Conc. o Fila, rade Below T 2X10 ACQ GIRDER( 2' X10 ACQ GIRD R z Provide 2 Rows of Solid Blocking 16'X8" Footing I I NEW Baal Grade) — J L — J L J Pier on 24"x 24"x12" (Min. of 2 Frame Bays Next to Post) (Min. 3'-0" B3elow7\ Conc. Ftg. Filled Solid 16 x 8 Solid Conc. CRAWL SPACE I 1' 0" '-8� —8$" °o 8" Poured Concrete a " a 8"Poured Concrete Final Grade Foundation ° __ __ _ _ _ _ _ _ _ or 16' Sona—tube I I Pier on 36% 36"x12" _ � Foundation I ° r �D Conc. Ftg. w/(6) 5 I d 12" Dia Sona Tubes — — —— — — — — — — — —— aPROJECT: 2"' Poured Concrete Sla I 12 Rebar E.W. o Perimeter Beam I on 2'—O"x 2'—O' z 1'-0" pp to 4' Poured Concrete Slab 16'XB' Footing�I I F I — 4x4 ACQ Post to Support `I I Concrete footing Privacy Wall (Min. 3'-D' Below Ud "Min. 3' 0" BelowL I N , NEW Final Grade) 24-0` ° NOTE: VERIFY ALL DIMENSIONS TO( ° I Final Grade." _ I 22'-8" L� INSURE FLOORS OF NEW ADDITION 16"X8" Footing iia"x 18' Anchor Bolts I Provide 2 Rows of Solid Blocking ALINE WITH FLOORS IN EXISTING e x 18" Anchor Bolts I I (Min. 3'-0' Below ((%" Dia. Anchor Bolts I Q (Min. of 2 Frame Bays Next to Post) HOUSE. I ' C4E REO"' I D "m N1, 04� Crv6-xWL S (%' Dia. Anchor Bolts I I Final Grade) Perimeter Beam 124" oc. 8' End Zones co 4x4 ACQ Post to Support L — — 2,9 oc. Interior Zones) — the Girder and Privacy Wall 24" oc. 8' End Zones - - - - - - - - - - - - - - -- - - - I 7 � — Y I - ; 1040 THE CRESCENT 29" oc, InteriorZones) 0 0 0 0 lic 0 0 0 0 0 0 XLD EF CQ—GI �`o — — — — — — — — — — — — — — — — — — — — — — F O U N DAT I O N —`�— �--— — — — — — 2 10 ACQ GIRDER L — 2 10 ACQ GIRDER J j LAG TO HOUSI�T�SIMP OSTRONG-HOLD BOLTS @ 16'oc. — --'t EAST MARION, NY, 11939 UU DETAIL - U co `D 1 z 6 Trex Deckinq or Equal SCALE: 1/4"= 1'-0" o z rex ec In or ua LL Provide 2 Rows of Solid Blocking DRAWING TITLE: 5/a"x 6" Trex Decking or Equal o a 0 x rex ec mg or qua CY (Min.4�4 ACQ Postf 2 Frame to Support ays tort Post) o 1x8 Skirt Board 12" Dia Sana Tubes Q Q v PP 2x8 ACQ Box Bm. 2x8 ACQ Floor Joists @ 16"oc. on 2'-0"x 2'-0" x V-0" 00 oo 12° Dia Sona Tubes - - - - FriyacyWall _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ Fl FOUNDATION PLAN X � on 2'-0'z 2'-0" x 1-0 Y" Galy. Corrin a Bolts Concrete Footing N N Concrete Footing 9 "Min. 3'-0" Below a x rex ec eking or qua N s/"x 6" Trex Decking or Equal (0 AC ACQ Girder "Min. 3'-0" Below 1x8 Skirt Board 4x4 ACQ Post Final Grade." 2x8 ACQ Box Bm. 2x10 ACQ Floor Joists @ 16'oc 4x4 Simpson Post Anchor F �� F F Final Grade." Y"x 12" Anchor Bolt o I ; i '7;:l =a ELECTRICAL SYMBOL LIST: KEHL DESIGN ASSOCIATES �c EXISTING residential & commercial design • consulting � ® Waterproof shielded"Dog House"style floor device BEDROOM NOTE: VERIFY ALL DIMENSIONS TO with duplex receptacle,on dedicated circuit,and ALL HEADERS ARE TO BE INSURE FLOORS OF NEW ADDITION ALL HEADERS ARE TO BE ALINE WITH FLOORS IN EXISTING EXISTING 3 , (2)1%"x 9Y" Lvl UNLESS (2)14 x 9i" LVL UNLESS P0.Box 1675 phone, 1631)433-9084 voice/data.lex co receptacle with cable drag line HOUSE. MASTER BEDROOM OTHERWISE NOTED Southold,New York 11971 E-Mail: ssbn654@optonline,net duplex convenience receptacle OTHERWISE NOTED duplex receptacle on dedicated circuit o EXISTING TING ROOM INSTALL HURRICANE STRAPPING, Kehl Design Associates,LLC o formerly D A K Associates,LLC duplex convenience receptacle above for TV height TBD. TY-DOWNS AND HANGERS AS b PER NY STATE CODE. OWNERSHIP & USE OF DOCUMENTS: quad receptacle dedicatted circuit c These drawings and specifications including the GFI protected duplex Convenience receptacle CL. CL. NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented ZIQd INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be half switched floorrecepetacle(brassplate-flush in floor) LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection with any work or project other than for which e Weatherproof lockable GFI protected duplex receptacle EXISTING they have been prepared without written consent. r (dedicated circuit) _ BATH N quad receptacle A voice/data receptacle with cable drag line _ A voice/data receptacle clock receptacle EXISTING CL. CL, DRESSING NOT FOR A ROOM light switch location EXISTING CONSTRUCTION $ o II 11 II II KITCHEN USE UNLESS light switch with fan tirner location o I I I I I I I I /� t PROVIDE HURRICANE STRAPPING IN I I I I I I I I CERTIFIED B i�/ A ACCORDANCE WITH THE A light switch with key lock location k INTERNATIONAL RESIDENTIAL CODE 301 I I I I I I I I PROFESSIONAL UPDATEDDWITH THE 2016 UI,!FORM CODE SUPPLEMENT. EXISTING BEDROOM II II II II II II II EXISTING II EXISTING ENGINEER ( I I DINING ROOM I I BATH countertop continuous plug mold V.I.F. II II II II voice/data drop with cable drag line for laser printer 1'-4->( Remove Existing Dropped Header and Plates to Raise Finish Ceiling Height to 8'-1Ys' Matching OA Exterior Hi-Hat Recessed Light Fixture _ _Min. (4)2x4 Jack Studs--_ the New Addition Min. (4)2x4 Jack Studs WORK NOTES: OB' Interior Hi-Hat Recessed Light Fixture(General Purpose) ALL HEADERS ARE TO BE EXISTING 7 Z 1--p Min. (3)2x8 Jack Studs New V2/ 11�" L Header Min. (6)2x6 Jack Studs s EXISTING ISTING ALL HEADERS ARE TO BE (2)13/"X V2" LVL UNLESS G44 7'-� L 1'-3" 7'->iY G436 G23 (2)13/"X 9Y" LVL UNLESS OC Interior Hi-Hat Recessed Light Fixture(High Ceiling) OTHERWISE NOTED o CO OC o OTHERW SE NOTED Interior Hi-Hat Recessed Light Fixture(Accent Light) _ /X 6 TREX OR EQUAL DECKIN OD G V.I.F. ZE03 A A zE-E Appliance to be hard-wired verify size of load o 03 2X10 CEILING JOISTS ®16"'oc. HUNG FROM RIDGE U l 18'-10" TBD-C NL Hanging Ceiling Mounted Fixture Outlet o Z INSTALL HURRICANE STRAPPING, O V�3'-7Y" 7Yz" C C TY-DOWNS AND HANGERS AS �D-P Surface Mounted Ceiling Fixture Outlet 19'-11" — — PER NY STATE CODE. HVAC RETURN CHASE — New "X 20" LVL Flush Beam 3 RIFYWITH HAD Min. (6)226 Jack Studs (See Detail A303) Min. (6)2x6 Jack Studs o TBD- q Surface Mounted Wall Sconce Fixture Outlet TRACTOR NOTE: VERIFY ALL DIMENSIONS _ =Q C(T0) BE LOCATED BY OWNER) F- INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. TBD-W Surface Mounted Wall Mounted Fixture Outlet 14"x11�' LVL Flush Header PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE NEW 2015 INTERNATIONAL RESIDENTIAL CODE New Bathroom Exhaust Fan(ducted through back of roof) w Q ¢ a DECK UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. (Broan Solitaire Ultra silent-Model S11OU(110 CFM,1.5 Sones)) ALL HEADERS ARE TO BE ¢= o CO OC o (2)13/"X 91112" LVL UNLESS00 Step Lighting OTHERWISE NOTED o TJI560 x11Y FLOOR JOISTS 0 16"oc. _ = N v Z /,X 6 TREX QR EQUAL DECKING NL Night Lighting Circuit 2X4 Wall Beneath Stairs n _ NEW GREAT ROOM 'z 5r 3 V" 18'-10" CD3 c0 Oc NOTE: VERIFY ALL DIMENSIONS TO m �a(T01 BE LOCATED BY OWNER) INSURE FLOORS OF NEW ADDITIONIII F- ALINE WITH FLOORS IN EXISTING (2)134°x11%" LVL Flush Header f. g _ ALL HEADERS ARE TO BE PROJECT: HOUSE. �n (2)134"X 9Y" LVL UNLESS ® '� = N � OTHERWISE NOTED INSTALL HURRICANE STRAPPING, (3)1 4'x11 e LVL Flush Header I TY-DOWNS AND HANGERS AS IIII PER NY STATE CODE. CO CO OC IN M Z HVAC HVAC " E fl NOTE: VERIFY ALL DIMENSIONS Z SSUUPPPLLY SUPPLY INSURE WALLS OF NEW ADDITION Ne ��kTl�' LVL Header New �"x11%" LVL Heo 3 l X 6 TREX OR EQUAL DECKING LIIJE-UP WITH WALLS IN HOUSE. 1040 THE CRESCENT 1 Cl Wb 0611 TBS '�D-'" f W11 MD- EAST MARION, NY, 11939 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE V N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria 2'-u," 7'-1S; 9'-6' -2Y27 _6 The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone 24'-0" I4'-&y2- DRAWING TITLE: specified in section N1101.7 0 38'-V ° N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT X 6 TREX OR EQUAL DECKING /X 6 TREX OR EQUAL DECKING ZONE FEACTORIION U-FACTOR FENESTRATION CEILRNAING FRAME WALL WALL FLOOR BAWMENTCALL RVALUE CRAWL FLOOR PLAN SHGC b,e R-VALUE RVALUE' RVALUE &DEPTH RVALUE NOTES: 4 MARINE h STEP o STEP o STEP o STEP STEP o THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MARINE 0.35 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10,2ft 10/13 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL For SI: = 1 foot = 304.8 mm A A FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE a. R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R—value specified in the table. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. b. The fenestration U—factor column excludes skylights. The SHGC column applies to all glazed fenestration. FIRST FLOOR PLAN EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where SEAL: DATE: SEPT 15, 2012 the SHGC for such skylights does not exceed 0.30. ��pF NEW PROJECT N0: c. 15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the SCALE: 1/4"= 1'-0" PYOB interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the I CO �-( O. BgR,P �- 1002-2016 0 -9>, DRAWN BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous �k BDK insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. * �� CHECKED BY: d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the DESIGN CRITERIA AND CONISTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL <;�� �' 2l" RB footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 081868 �G 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 WITHOUT �AROFESSIONP�`c. e. There are no SHGC requirements in the Marine Zone. 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 02 f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1 1 10.10 and Table N1101.10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE g. Or insulation sufficient to fill the framing cavity, R-19 minimum. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. h. The first value is cavity insulation, the second value is continuous insulation, so 13+5' means R-13 cavity insulation �r DOB NUMBER: OF plus R-5 continuous insulation. 2.AIS1 STANDARD FOR COL.D—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization / i. The second R—value applies when more than half the insulation is on the interior of the mass wall. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such os Suffolk County Dept. of Health Services, Town Building -7A, b7 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © ) ,DESIGN-ASSSOCRATES v� 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. — — — — — — — C, _ ISILIM , - - - - - - - - - - - - - - - - - - - - - KEHL DESIGN ASSOCIATES isc l I I I I I I residential & commercial design • consulting ' I II ALL HEADERS ARE TO BEI I I I I I I I ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS I I I I I I I I (2)1%"X 9%" LVL UNLESS I P0.Boz 1675 phone: (631)433-9084 OTHERWISE NOTED I I I I I ( I I OTHERWSE NOTED Southold,New York 11971 E-Mail: ssbn654Coptonline.net II o II II Kehl Design Associates,LLC o formerly D A K Associates,LLC _—_— — ,-' OWNERSHIP & USE OF DOCUMEN I S: r I I I I These drawings and specifications including the I I I II II ideas, design and arrangements represented L _ __ I L _ sl I I I therein, are the property of KEHL DESIGN I L — — — — — — I I I copied, dCsclosed LLC. No to othersart or thereof in shall be ( L — — — — — — — _ C = —_ -) I with any work or project other than for which V Ii T_ T_ T_ F T_ T_ � n i I they have been prepared without written consent. _;7 I _ —_ _ �_______, ___ _ _ _ _ _ _ _ _ II 111111 II I II - -- - 1-- -- -- -- - - - - - - -- - - - - _ � I I I I I I I III I II � LLLLLLLLLI � _ .J II If� I II I II II I L - - - - - - - -J II I II ELECTRICAL SYMBOL LIST: I I I I I I I I I NOT FOR j J Lo C Li Waterproof shielded"Dog House"style floor device I L I I I I I CONSTRUCTION ® with duplex receptacle on dedicated circuit,and voiceldata receptacle with cable drag line o i l I I I I— _ I I USE UNLESS duplex convenience receptacle �I A II A - - � - -� — _ moi CERTIFIED BYA duplex receptacle on dedicated circuit 301 I I NOTE: VERIFY ALL DIMENSIONS a I I PROFESSIONAL duplex convenience receptacle above for TV height TBDINSURE WALLS OF NEW ADDITION . I I LINE-UP WITH WALLS INHOUSE.IO b II IIit I I II II E NG W E E R quad receptacle dedicated circuit �c �q SFr =IQd GFI protected duplex convenience receptacle p oN�ooF half switched floor:recepetacle(brass plate-flush in floor) Weatherproof lockable GFI protected duplex receptacle L _ _ _ _ _ _ _ _ _ J _ _ _— _ L_ _ _ G4036 _ _ I I G2030 _ —— J f (dedicated circuit) �— — — — — — — — — — — — — — I- - - - - —� — — �--���- - - - '��- -- WORK NOTES: quad receptacle ALL HEADERS ARE TO BE EXISTING ALL HEADERS ARE TO BE (2)13/"X qy2" LVL UNLESS 04040 (2)13/"X 9Y" LVL UNLESS A voice/data receptacle with cable drag line OTHERWISE NOTED I OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS Avoice/data receptacle clock receptacle INSURE WALLS OF NEW ADDITION o A W LINE-UP WITH WALLS IN HOUSE. AA D3 I Min. (6)2x6 Jack Studs MATCH ALL FASCIA HEIGHTS AND Provide in wall brocing DESIGN. light switch location to hang the suspend (VERIFY PRIOR TO CONSTRUCTION the vanity off the wall VERIFY WITH OWNER) light switch with fam timer location I Min. (6)2x6 Jack Studs see page A302 I t k light switch with key lock location 7'-6' 2'-11 New 4 20" LVt Flush Beam ® (Se Det it A303) U I c _ PROVIDE HURRICANE STRAPPING IN M NEW o �� NEW I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE CO CO M PLUMBING WAS E LINES I ACCORDANCE WITH THE on W/I CE. - Oc © BATH Oc � countertop continuous plug mold 201 INTERNATIONAL RESIDENTIAL CODE ,_ I 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROVIDE SOUND DEADENING = HVAC 11-8"HVAC I UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. voice/data drop with cable drag line for laser printer INSULATION IN ALL INTERIOR SUPPLY UL O Exterior Hi-Hat Recessed Light Fixture ALL HEADERS ARE TO BE 2668 2668 I (2)1%`X 9Y" LVL UNLESS I T OB Interior Hi-Hat Recessed Light Fixture(General Purpose) OTHERWISE NOTED NO -7" t OC Interior Hi-Hat Recessed Light Fixture(High Ceiling) ' On Interior Hi-Hat Recessed Light Fixture(Accent Light) o CO x OC o N E Appliance to be hard-wired verify size of load 3'- 2 TBD-C NL I ALL HEADERS ARE TO BE TBD-C NL Hanging Ceiling Mounted Fixture Outlet I (2)13/"X 9Y" LVL UNLESS PROJECT: NOTE: VERIFY ALL DIMENSIONS I OTHERWISE NOTED INSURE WALLS OF NEW ADDITION ox _ NEW � Surface Mounted CeilingLINE-UP WITH WALLS IN HOUSE.Fixture Outlet BEDROOM Z x CO � I TBD-S 1 Surface Mounted Wall Sconce Fixture Outlet CO OC ® HVACY HVAC Z SU L SU LY N TBD Surface Mounted Wall Mounted Fixture Outlet New x11%" LVL LL Head r New 'x11 a LVL Headi, 1040 THE CRESCENT ® New Bathroom Exhaust Fan(ducted through back of roof) 014 (Broan Solitaire Ultra Silent-Model S11OU(110 CFM,1.5 Sones)) I G44-2 G44-2 EAST MARION, NY, 11939 I Step Lighting NL Night Ligh g tin Circuit �1'-7y" 2'-2Y"� T-14 -6" 24'-0" I DRAWING TITLE: NOTE: ALL MULLIONS ARE TO BE ANDERSEN ALUMINUM JOINING ( MATERIAL I FLOOR PLAN I I I L- — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — —— — — — — — — — — — - -- 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 A A FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY(ACKNOWLEDGED AS REVISION TO THESE PLANS. SECOND FLOOR PLAN SEAL: DATE: SEPT 15, 2012 SCALE: 1/4"= V-0" OF NEW Y PROJECT NO: 1002-2016 CO ��"( O.B,q��'pf DRAWN BY: 9A BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n Iru RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE At 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 WITHOUT ��� 08186a 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 oFEssloNP�� Al ®� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 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 7//i/17 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEHL,DESIGN•ASSOCIATES,u.c 3. ICC STANDARDS ON 7HE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. WX vo` %iii�V.11 — E,,i -III ILII �� KEHL DESIGN ASSOCIATES EXISTING residential & commercial design • consulting ALL HEADERS ARE TO BE BEDROOM (2)13/"X 9Y" LVL UNLESS EXISTING ALL HEADERS ARE TO BE OTHERWISE NOTED MASTER BEDROOM (2) Y4"X 9Y2"OTHERWISE NLOTEDESS P0.BaX 1675 phone; (631J433-9084 Southold,New York 11971 E-Mail; ssbn654@opfonline.net o EXISTING LIVING ROOM INSTALL HURRICANE STRAPPING, Kehl Design Associates,LLC o formerly D A K Associates,LLC TY-DOWNS AND HANGERS AS iI /. '%�T�'%T PER NY STATE CODE. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the CL. CL. ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION ASSOCIATES, LLC. No part thereof shall be LIRE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection with any work or project other than for which EXISTING they have been prepared without written consent. BATH -------- --------------- ------------------------ II DN _______________ _________________________ l .J EXISTING ELECTRICACL. CL. DRESSING NOT FOR ELECTRICAL SYMBOL LIST: , , jA ROOM ® Waterproof shielded"Dog House"style floor device EXISTING CONSTRUCTION with duplex receptacle on dedicated circuit,and KITCHEN USE UNLESS voice/data receptacle with cable drag line I I I I I I I I 0 duplex convenience receptacle o CERTIFIED BY A �a duplex receptacle on idedicated circuit 01 EXISTING I I I I I I I I PROFESSION�4L �b duplex convenience receptacle above for TV height TBD. BEDROOM I I I I I quad receptacle"Catedcircuit II II II EXISTING II EXISTING ENGINEER DINING ROOM I I BATH =Qd GFI protected duplex,convenience receptacle II II II II half switched floor rzcepetacle(brass plate-flush in floor) I l Remove Ex' Ing Dropped Header a dl Plates to e I I Raise Finis �eiling Height to 8'- "I Matching I I Weatherproof lockable GFI protected duplex receptacle _ _ _ _ _ _ the New Addition _ _ _ _ f _ — _ — WORK NOTES: (dedicated circuit) quad receptacle ALL HEADERS ARE TO BE EXISTING EXISTING EXISTING ALL HEADERS ARE TO BE (2)13/"X 9Y,' LVL UNLESS G44 2X10 0 16"oc. G436 G23 (2)13/"X 9Y" LVL UNLESS voice/data receptacle with cable drag line OTHERWISE NOTED OTHERWISE NOTED C 2X10 @ 16"oc. C4 Q voice/data receptacle clock receptacle / Strong back 2X4 Stron back A X1 1 „ o A `D 03 2X10 0 16"oc. light switch location FULL HEIGHT STUDS 2X10 @ 16"oc. HVAC RETURN CHASE light switch with fan itimer location PROVIDE FIRE BLOCKING t C t 2X10 @ 16"oc IFOC New LVL Flush Header (See Detail A303) in $k light switch with key lock location RIGID INSULATION-' 1334'x11Y8' LVL Flush BM (See Detail A303) = TJ 560 x 1' 8 G PLUMBING WASTE LINES PROVIDE HURRICANE STRAPPING IN TJI 560 x 11 B" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THEACCORDANCE WITH THE countertop continuous plug mold 2015 INTERNATIONAL RESIDENTIAL CODE „' TJI 560 x 111" 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNTORM CODE SUPPLEMENT. ¢ CO OC UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. voice/data drop with.cable drag line for laser printer TJI 560 x 11%81" OA Exterior Hi-Hat Reci"sed Light Fixture `F TJI 560 x 11%" OB Interior Hi-Hat Recessed Light Fixture(General Purpose) NEW e TJI 560 x 11�" OC Interior Hi-Hat Recessed Light Fixture(High Ceiling) "TJI 560 x CREAT ROOM 11 7 77 OD Interior Hi-Hat Recessed Light Fixture(Accent Light) x CO TJI 560 x 11�" OC x -zehlE Appliance to be hard-wired verify size of load 7'577111111177 ALL HEADERS ARE TO BE o, ALL HEADERS ARE TO BE PROJECT: TBD-C NL Hanging Ceiling Mounted Fixture Outlet (2)13/"X 9Y" LVL UNLESS y TJI 560 x 11%" (2)13/"X 9Y2" LVL UNLESS " OTHERWISE NOTED OTHERWISE NOTED TJI 560 x 11%" TBD-P � Surface Mounted Ceiling Fixture Outlet TJI 560 x A" F Surface Mounted Wall Sconce Fixture Outlet CO CO TJI 560 x 11%3 OC11�lh TBD L, ;a LAW TJI 560 x 11%" TBD-SW Surface Mounted Wall Mounted Fixture Outlet 1040 THE CRESCENT ® New Bathroom Exhaust Fan(ducted through back of roof) C1 W W (Broan Solitaire Ultra Silent-Model S110U(110 CFM,1.5 Sones)) EAST MARION, NY, 11939- Step Lighting N L Night Lighting Circuit DRAWING TITLE: A A 301 ELEVATIONS 'AS NOTED NOTES: NOTE: VERIFY ALL DIMENSIONS FIRST FLOOR CEILING PLAN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY THE INSURE WALLS OF NEW ADDITION DESIGN PROFESSIONAL IMiOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LINE-UP WITH WALLS IN HOUSE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCALE: 1/4"= 1'-0" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 15, 2012 pF NEt�y yo PROJECT NO: O. BqR .f- 1002-2016 DRAWN BY: * Q7 c A * BDK r I CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE `s'� 081 Bea � 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 WITHOUT 'O%FESS1 � 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 Ll /Q THESE STANDARDS, THE [DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE JF04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, Q 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �C }�- 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 �. /!� A PRESCRIPTIVE METHOD F-OR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk CountyDept. of Health Services, Town Building 1 e Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KlElHbDEIGN•ASSO®ATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ,iii;Iltl-l.- -- �. IJ �u►' r;: KEHL DESIGN ASSOCIATES residential & commercial design • consulting P0.Box 1675 phone: (631J433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,net Kehl Design Associates,LLC®formerly D A K Associates,LLC '�%!%//,%'7-77/'% /���%Z/%Z/1/Z/1'�-//��7--r:/ %Iiia ' OWNERSHIP & USE OF DOCUMENTS: C44 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 copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. �I N I N - NOT FOR G34 G23 G34 G65 G44 CONSTRUCTION I 0 USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER WORK NOTES: NORTH ELEVATION_ SCALE: 1/4"=1'-0" C14 G44 G44 G44 G44 -- _- - G436 C14 G436 G23 FWC"x'611 FWG 611 PROJECT: - FLINN �1 I 111UH 11 l� 11 11 11 11 11 11 11 1 lid t F Fiji - 1040 TIDE CRESCENT jl EAST MARION, NY, 11939 I I G64 CXW135 WE T ELEV S ATIOI� DRAWING TITLE: SCALE: 1/4"= 1'-0" ELEVATIONS i ! AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE G64 G64 _ FWG60611_ _ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO 1HE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFE:SSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ( I FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 15, 2012 ��pIF NEWYo � PROJECT NO: �.�P O e 1002-2016 ���� 'Q,Q DRAWN BY: 9� BDK * "- * CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n � W RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE f.• *� 2w SHEET NUMBER: AS AN ALTERNATIVE TO TH1E INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (08 1868 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 FESSI�NP� A201 SOUTHELEVATION THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF SCALE: 1/4"=1'-0" Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — P 9 9 of local governingagencies, such as Suffolk Count Dept. of Health Services, Town Building 7/et�7 PRESCRIPTIVE METHOD FO1R ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verif all conditions, codes, and requirements with such Y q ® KEHGDESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE: DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. / .i;'iia��/i���//F;il,%��/%. ^"� j.�.,;.,. gip, �' ,;✓yi KEHL DESIGN ASSOCIATES r�ic RIDGE VENT residential & commercial design • consulting 2x10 RIDGE 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (MATCH EXISTING) PO,BOX 1675 phone: X631)433-9084 ICE AND WATER SHEILD Southold,New York 11971 E-Mal: ssbn654@optonrine.net 5/s" CDX ROOF SHEATHING Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x4 VERTICAL SUPPORTS 32"oc. �"' /%/JJ�/%%i" /J!/j% ;;%/"�"//! '!�/,�%//!»�' OWNERSHIP & USE OF DOCUMENTS: HURRICANE STRAPPING LSTA 30 2x6 2x4 STR(ONGBACK / These drawings and specifications including the PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN ideas, design and arrangements represented ACCORDANCE WITH THE ACCORDANCE WITH THE therein, are the property of KEHL DESIGN 2015 INTERNATIONAL RESIDENTIAL CODE ASSOCIATES, LLC. No part thereof shall be UPDATEDD WITH THE 2016 UNIFORM CODE SUPPLEMENT.INTERNATIONAL RESIDENTIAL CODE 2x8 RAFTERS ® 32"oc' UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I CV HVAC RETURN 12 NOTFOR DUCTING CHASE 1 4.5 AREA R-49 INSULATION USE UNLESS FASCIA (MATCH EXISTING) 2X8 CEILING JOISTS � 16ic. 2X8 CEILING 01 TS © 16"oc• MATCH EXISTING SOFFIT VENT & FASCIA CERTIFIED BY A (2)2x6 TOP PLATE 1ST FLOOR R-49 INSULATION HURRICANE STRAPPING LSTA 30 RIDGE VENT PROFESSIONAL HVAC NOTE: STAIRWELL CEILING TO BE ENGINEER HURRICANE STRAPPING PARALLEL TO THE PITCH OF THE 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES _RETURN- STAIRS (MATCH EXISTING) ICE AND WATER SHETLD R-21 INSULATION 7y' R-30 INSULATION HVAC RETURN ;/8" CDX ROOF SHEATHING 1x12 R/S BOARD AND - R-30 INSULATION I I 2x10 RIDGE BATTON CEDAR SIDING ( DUCTING CHASE '-WORK NO1LS: (MATCH EXISTING SIDING) _7 AREA 1 2x8 RAFTERS @ 16"oc. / DO�B8E - = 2x10 ROOF NAILER oc,* I _DOOR 7 4� S-3" 5/a" CDX WALL SHEATHING INSTALL HURRICANE STRAPPING, TY-DOWNS AND HANGERS AS I I 2x8 RAFTERS ® 16"oc. PER NY STATE CODE. p+ // R-30 INSULATION Q VERIFY RAFTER SIZE AND VOCATION TO MATCH EXISTING PRIOR TO = CONSTRUCTION. HVAC R-49 INSULATION / PROVIDE A CLEAN TRANSITION 3/a"CDX SUBFLOOR OAK FLOORS SUPPLY / / BETWEEN CRICKET AND EXISTING "MATCH EXISTING" / / ROOF TO INSURE A WATER TRAP 2x6 SHOE - // / IS NOT CREATED. INSURE PROPER HURRICANE STRAPPING - / FLASHING IS PROVIDED TJI560 x11%" FLOOR J 16"oc. ( ) ( ) ) `i / 1 j"x 117/8" LVL BOX BEAMdLiU_U U_ / \ (2)13/4"x113/8 LVL R-30 INSULATION FLUSH BEAM (2)2x6 TOP PLATE HURRICANE STAPP NG L REMOVE HEADER CDX WALL SHEATHING II II II II III New 5Ya"X LVL Flush Beam (See Detail A303)1x12 R/S BOARD AND HVAC II HVAC EXISTING BATTON CEDAR SIDING 7Y' (MATCH EXISTING SIDING) I I SUPPLY I I SUPPLY N DINING ROOM BRICK VENEER TO BE INSTALLED R-21 INSULATION II II II AROUND CENTER COLUMN NEW 1 ^ ' 2x8 JACK AND KING STUDS \ll VIVI I I II II 2x4-16" oc WALL STUDS GREATROOMC/ CDX WALL SHEATHING PROJECT: 2x6-16 oc WALL STUDS III I II II 5/s" CDX WALL SHEATHING II U CDX WALL SHEATHING F L I I'M IMI, 30# FELT IST FLOOR HVAC III I I w (MATCH EXISTING SIDING) - RETURNrn 2x4 SHOE � tL 2x6 SHOE III I II II 3/a"CDX SUBFLOOR OAK FLOORS > 3/4"CDX SUBFLOOR (MATCH EXISTING) "MATCH EXISTING" (MATCH EXISTING) HURRICANE STRAPPING - --- - TJ1210 x94" FLOOR JOISTS @ 16"oc. TJ1210 x921" FLOOR JOISTS @ 16"oc. TJ1210 x94" FLOOR JOISTS @ 16"oc. 1040 THE CRESCENT 1J"x 91" LVL BOX BEAM EAST MARION, NY, 11939 5/a%18" R-30 INSULATION 5/8"x18" (2)13/4"x9Y2" (2)13/4x9Y2" 2X6 SILL ANCHOR ANCHOR LVL GIRDER LVL GIl`RDER 2X6 ACQ SILL BOLTS NEW BOLTS 5/8"x181" EXISTING ANCH0R DAMP PROOFING CRAWL SPACE BOLTS DRAWING TITLE: 8" P,C. FOUNDATION 8"x16" CONC, BASEMEN T PIER ON 8"x16" iCONC. ER ON 2X4 KEYWAY 2" PCSLAB 2CONC4 FTG? 24"xl 24'"x 12" CROSS SECTION 16"X8" FOOTING P.C. CONC. FTG. (MIN. 3'-0" BELOW W/ VAPOR BARRIER FINAL GRADE) NOTE: 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 DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN SEAL: DATE: ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE SEPT 15, 2012 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. CROSS SECTION A UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ��pF NEl4r yO PROJECT NO: ��P��� Bq,Q ���r 1002-2016 ■ 111 — 1 11 � �y� DRAWN BY: SCALE: 2 - 1 -0 7301 ) * �,., * BDK I CHECKED BY: P� DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL W RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE cP 081805 SHEET NUMBER: AS AN ALTERNATIVE TO THIE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 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 FESSIONP A301 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) II .—�---2- 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 FOfR 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 © 1ErDESIGN•ASSOCIAAM uc 3. ICC STANDARDS ON THE' DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Hill KEHL DESIGN ASSOCIATES LLc residential E, commercial design • consulting RIDGE VENT P0.Box 1675 phone: (631)433-9084 2x10 RIDGE Southold,New York 11971 E-Mail: ssbn654@optonline.net 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (MATCH EXISTING) ICE AND WATER SHEILD Kehl Design Associates,LLC o formerly D A K Associates,LLC PROVIDE HURRICANE STRAPPING IN OWNERSHIP & USE OF DOCUMLN I S: PROVIDE HURRICANE STRAPPING IN 5/8" CDX ROOF SHEATHING ACCORDANCE WITH THE ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE These drawings and specifications including the UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2x4 VERTICAL SUPPORTS 32"oc. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ideas, design and arrangements represented therein, are the property of KEHL DESIGN 2x8 RAFTERS ® 16"oc. ASSOCIATES, LLC. No part thereof shall be HURRICANE STRAPPING LSTA 30--\ copied, disclosed to others or used in connection with any work or project other than for which 2x6 / 2x4 STRONGBACK they have been prepared without written consent. t 12 14.5 NOT FOR CONSTRUCTION +USE UNLESS FASCIA (MATCH EXISTING) -� 2X8 CEILING JOISTS © 16"oc. MATCH EXISTING SOFFIT VENT & FASCIA CERTIFIES BY A ( HURRICANE STRAPPING LSTA 30 2)2x6 TOP PLATE 2ND FLOOR RIDGE VENT PROFESSIONAL HURRICANE STRAPPING HVAC 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES ENGINEER ALL HEADERS ARE TO BE RETURN 5/8" CDX WALL SHEATHING (MATCH EXISTING) (2)13/"X 9Y2' LVL UNLESS W W ICE AND WATER SHEILD R-21 INSULATION OTHERWISE NOTED E Y Y E ' Y (2)2x8 Solid Blocking BEDROOM B A TH R 0 0 27.5" center off the floor 5/s CDX ROOF SHEATHING and 48" from the corner 102 R/S BOARD AND - of the bathroom behind 2x10 RIDGE BATTON CEDAR SIDING Y 2^ the vanity WORK NOTES: (MATCH EXISTING SIDING) 2x8 RAFTERS © 16"oc. 10 y^ 12-9Y" -0• 2x10 ROOF NAILER // / O / If1STALL HURRICANE STRAPPING, 4" Plywood 5/8" CDX WALL SHEATHING TY-DOWNS AND HANGERS AS Gusset Plate PER NY STATE CODE. 2x8 RAFTERS @ 16"oc. HVAC VERIFY RAFTER IZE AND LOCATION TO MATCH EXIS I G PRIOR TO // / PROVIDE A CLEAN TRANSITION R-21 INSULATION 3/4"CDX SUBFLOOR OAK FLOORS SUPPLYCONSTRUCTION. / "MATCH EXISTING" / / BETWEEN CRICKET AND EXISTING / ROOF TO INSURE A WATER TRAP / IS NOT CREATED. INSURE PROPER HURRICANE STRAPPING- - 11 1 / FLASHING IS PROVIDED TJ1560 x11%" FLOOR JOISTS @ 16"oc. / 14"x 11�,3" LVL BOX BEAM - / (2)2x6 TOP PLATE - (2)1,3/4"x11%" 2F1\\ a 1�Z\ FLUSH BEAM HURRICANE HURRICANE STRAPPING I REMOVE HEADER \\ �\ New 5Y4"X 20" LVL Flush Beam 1x12 R/S BOARD AND (See Detail A303) E X SVJG T � BATTON CEDAR SIDING EI E W \\ \ III I I /\ v (MATCH EXISTING SIDING) GREAT ROOM \\Z \ D til N G ROOM \\ II II R-21 INSULATION \\ I \ 11 _0^ 2x8 JACK AND KING STUDS \ 11 2x4-16" oc WALL STUDS - STUDS J" CDX WALL SHEATHING PROJECT: 2x6-16" oc WALL " CDX WALL SHEATHING III \ T\ \ I CDX WALL SHEATHING 5/8 \ I K! H 30# FELT III \ (MATCH EXISTING SIDING) - - III 2 2x4 SHOE O% E x6 SHOE 3/ 4"CDX SUBFLOOR OAK FLOORS 3/4'"CDX SUBFLOOR (MATCH EXISTI "MATCH EXISTING" (MATCH EXISTING) 1040 THE CRESCENT HURRICANE STRAPPING - � QQ �W140x9j" FLOOR JOISTS @ 16"oc. WI40x9j" FLOOR JOISTS @ 16"oc. EAST MARION NY, 11939 1j"x 91" LVL BOX BEAM 5/8"x18" R-19 INSULATION %8"x18" (2)13/4"x91'2" (2)13/4"x9Y2" 2X6 SILL ANCHOR ANCHOR LVL GIRDER LVL GIRDER 2X6 ACQ SILL BOLTS NEW BOLTS 5/8"x18" EXISTING DAMP PROOFING CRAWL SPACE BOLTS ANCHOR BASEMENT DRAWING TITLE: 8" P.C. FOUNDATION 8"x16" CONC. 8%16" CONC. PI 2X4 KEYWAY 24 24 ON12PIER ON 2 16"X8" FOOTING 2" P.C. SLAB CONC. FTG, CONC4FTG?CROSS SECTION (MIN. 3'-0" BELOW � W/ VAPOR BARRIER FINAL GRADE) .NOTE: 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 DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ACCORDANCE WITH THE ACCORDANCE WITH THE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 2015 INTERNATIONAL RESIDENTIAL CODE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 1 INTERNATIONAL NAL UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. `SEAL: DATE: CROSS SECTION A SEPT 15, 2012 pF NE(NY PROJECT NO: .�P O B 0 1002-2016 SCALE. 2�� 1 �_O�1 �,�� � ,Q DRAWN BY: 302 9� BDK * P * HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL C r� RB CODE UPDATED WITH THIE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE .� �`" SHEET NUMBER: 08186$ UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT s AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED �A 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 R�FESSIONP� A302 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local overnin agencies, as Suffolk Count Dept p 'j of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such prior to construction. © �,DESIGN•ASSO®Aencies M uz 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies P I KEHL DESIGN ASSOCIATES residential & commercial design • consulting 2X6 STUDS P0.Box 1675 phone: (631)433-9084 Southdd,NewYork 11971 E-Mail: ssbn654@optonrne.net COX WALL SHEATHING 2 x 8 RAFTERS NAILED TH R UKehl Design Associates,LLC o formerly D A K Associates,LLC CDX INTO EACH STUD � T W/ 16P GALV. NAILS OWNERSHIP & USE OF DOCUMENTS: PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN These drawings and specifications including the ACCORDANCE WITH THE ACCORDANCE WITH THE Y2" CDX ideas, design and arrangements represented 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE therein, are the property of KEHL DESIGN UPDATED WITH THE 2016 UVIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 5Y4"X 20" FLUSH BEAM ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which VERIFY LOCATION OF they have been prepared without written consent. 4x12 FIR BEAMS @ 4'-0"oc' THE FLOOR JOISTS SO AS NOT TO INTERFER WITH WASTE LINES. BEAM TO BE HAVE ALL LAYERS RIDGE VENT GLUED WITH PL CONSTRUCTION 2x10 RIDGE ADHESIVE AND NAILED @ 9" cc. ANOT FOR 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES CONSTRUCTION (MATCH EXISTING) USE UNLESS HURRICANE STRAPPING LSTA 30 ICE AND WATER SHEILD CERTIFIED BY A CDX ROOF SHEATHING PROFESSIONAL 12 I I 3Y2"X 11/8' FLUSH BE^.M NEER 4.5 VERIFY RAFTER SIZE AND LOCATION 2x8 RAFTERS @ 16"oc. (6) 2X6 STUDS ENGINEER TO MATCH EXISTING PRIOR TO 4.5 1 12 I I I I CONSTRUCTION. SIMPSON HEAVY DUTY HANGERS (GLTV 3.5/11 OR EQUAL) WORK NOTES: PROVIDE A CLEAN TRANSITION BETWEEN CRICKET AND EXISTING ROOF TO INSURE A WATER TRAP 0 0 0 0 IS NOT CREATED. INSURE PROPER 0 0 10 FLASHING IS PROVIDED 0 0 300 0 (2)2x8 TOP PLATE HURRICANE STRAPPING (2)2x6 TOP PLATE REMOVE HEADER REMOVE HEADER HURRICANE STRAPPING 1x12 R/S BOARD AND - - 1x12 R/S BOARD AND BATTON CEDAR SIDING lo, U I F BATTON CEDAR SIDING R-30 INSULATIONPRIOR TO REMOVAL OF EXISTING PRIOR TO REMOVAL OF EXISTING R-21 INSULATION HEADERS THE EXPOSED 4x12 BEAMS HEADERS THE EXPOSED 4x12 BEAMS CARRYING THE ROOF ARE TO BE HUNG CARRYING THE ROOF ARE TO BE HUNG Provide Solid Blocking FROM THE NEW HEADER WITH APPROVE FROM THE NEW HEADER WITH APPROVE OR EQUAL HANGERS OR EQUAL HANGERS 2x8-16" cc WALL STUDS 2x6-16" oc WALL STUDS 5/g" CDX WALL SHEATHING l -0„ n 5/s" CDX WALL SHEATIHING I r r I 30# FELT —8Yn —3 —8n 30# FELT (MATCH EXISTING SIDING) (MATCH EXISTING SIDIING) 2x8 SHOE2x6 SHOE 1,-2„ PROJ ECT: HURRICANE STRAPPING W140x94" FLOOR JOISTS @ 16'oc' 13% 9 " LVL BOX BEAM 4 (2)13/4"x9Y2" LVL GIRDER (2)13/4"x9Y2" LVL GIRDER FL11M 2X6 SILL 2X6 ACQ SILLAMC E%T043 10 E kr",' E DAMP PROOFING 5/8"x 18 8"x16" CONC. 8" P.C. FOUNDATION ANCHOR PIER ON BOLTS 24"x 24% 12" 1040 THE CRESCENT 2X4 KEYWAY CONC. FTG. 2X2" P.C. SLAB EAST MARION, NY, 11939 16"X8" FOOTING (MIN. 3'-0" BELOW W/ VAPOR BARRIER FINAL GRADE) DETAIL A303 'DRAWING TITLE: SCALE: %2" = 1 '-0" CROSS SECTION CROSS SECTION A NOTE: 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 SCALE. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2" - 1 '-0" 303 DESIGN PROFIFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ACCORDANCE WITH THE ACCORDANCE WITH THE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SEAL: DATE: SEPT 15, 2012 OF NEW)_ PROJECT NO: 0. 13,1 GA,f 1002-2016 DRAWN BY: B DK CHECKED BY: DESIGN CRITERIA AND C01`�STRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n- ! W RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE q O? SHEET NUMBER: ip 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 08186$ 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 AROPES SIONP�-� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A303 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 71 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 of local governingagencies, such as Suffolk Count Dept. of Health Services, Town Building �/« /� PRESCRIPTIVE METHOD FcOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verifyall conditions, codes, and requirements with such q ® KEEbDESIGN•ASSCICIATES,uc 3. ICC STANDARDS ON THIE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. t