Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46059-Z
�g�}FFO(K�oG Town of Southold 3/26/2022 P.O.Box 1179 cm V. m.t 53095 Main Rd �y��lao�rSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42951 Date: 3/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5742 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 54.-3-14.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2021 pursuant to which Building Permit No. 46059 dated 4/9/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including west side deck, north side deck extension, covered front porch extension and attached garage with unhabitable non-sleeping conditioned room above to existingsingle-family dwelling as applied for. The certificate is issued to Nobile S Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46059 3/17/2022 PLUMBERS CERTIFICATION DATED n i\ r\ n . A riz U ignature �o�Og�FFOIK�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46059 Date: 4/9/2021 Permission is hereby granted to: Nobile S Irry Trt 5740 Horton Ln Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 5742 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot# 54.-3-14.9 Pursuant to application dated 3/19/2021 and approved by the Building Inspector. To expire on 10/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $498.40 CO-ADDITION TO DWELLING $50.00 Total: $548.40 Widingjmpector pF SO!/r�;ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinC@-town.southold.nv.us Southold,NY 11971-0959 OI�CCUI�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nobile S Irry Trt Address: 5742 Horton Ln city:Southold st: NY zip: 11971 Building Permit* 46059 Section: 54 Block: 3 Lot: 14.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Paul Burns Electrical Contr License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Notes: Garage and FROG Inspector Signature: �- -� Date: March 17, 2022 S.Devlin-Cert Electrical Compliance Form OF 50UTyO� �� 7 q * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] - FOU'NDATION`1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ °] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 'PIP • =DATE INSPECTOR OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765.1802 INSPECTION : - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE°& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i L Gik DATE Z INSPECTOR qf sooryo6 LA bo 5 J 7 9 # # TOWN OF SOUTHOLD BUILDING -DEPT. ��`yoou►m '� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. . [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [` ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL,(FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: C41/- Ci fd DATE 17 2 INSPECTOR ? JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: August 7,2021 To: Southold Town Building Dept. Re: Framing/ Strapping Inspection Nobile 5742 Horton Lane Southold,NY Permit#46059 To Whom It May Concern: This letter certifies that a Framing/ Strapping inspection was performed on the above mentioned Garage Deck Addition and All framing/Strapping was installed as per plans and meet all State and Local Building Co e Any questions feel free to call. Sin erely, NEW y ®EER ®'Q,r dos¢ J es Deerkoski P.E. `��OFESS�O JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: August 10, 2021 To: Southold Town Building Dept. Re: Insulation Inspection Nobile 5742 Horton Lane Southold,NY Permit#46059 To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned Garage Deck Addition and All Insulation was installed as per plans and meet all State and Local Building Codes. Any questio feel free to call. ncerely, �0 NEW YO s J Deerkoski P.E. CC C1 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck'NY 11952 (631) 774 7355 Date: April 17,2021 To: Town of Southold Building Dept. Re: Foundation Inspection Nobile 5742 Horton Lane Southold,NY Permit#46059 To Whom It May Concern: A Foundation Inspection was performed at the above property on the new attached garage addition. It is found that the foundation for the garage was installed as per plan and meets all State and Local codes. Any questions feel free to call. inc ely, O NEW Y CO sp* Jam s eerkoski P.E.2 ., w rte, w AR�FESS FIELD.-INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) FOUNDATION(2ND) O ROUGH FRAMING;& H PLUMBING. 1 INSULATION.PER N.Y. y STATE ENERGY CODE Z c FINAL.. ADDITIONAL C MMENTS �i O 2 k, � 0 } op5°fF� co� TOWN OF SOUTHOLD—BUILDING DEPARTMENT o, y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �,, • o! Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtomm.szov Date Received APPLICATION FOR BUILDING P RMIT For Office Use Only ! f j' I V { j PERMIT NO. Building Inspector: MAR 1 9 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant isnot the owner,an Owner's Authorization form(Page 2)shall be completed. Date: O` '3®- 2 0 Z k OWNER(S)OF PROPERTY: Name SUS.�.1� �� $-C.I'- t - - SCTM#1000-v_ J � - _(�3- _I_�4.1 _ - -- Project Address: 57,y<L _ 0��i_ - )`I l- - - -- 0.1,,S -- A.n(1-- __.S c9_ATF i o.LA. Phone#: (qL..---.i7 "57( Email: - - --- Mailing Address: STNO.P. ll._LE_- e, -� a pN_Lt. ►.1 o N�7" CONTACT PERSON: Name: Mailing Address: Phone#: 6,61 - '�{ -q®_Qi y. Email: S�SIV /S4_poP-�orir-iK� ►� �. _._ r __ 3.3_-._ ._._. _ L - - - DESIGN PROFESSIONAL INFORMATION: Name: J�;-EIAL -.....{J Mailing Address: .._--bc7c�6_� p.� � _ ) _�. ._��:Im �- Phone#: 03(_-_ t 9 q -- Email:� 00-0A)L r4jc- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED';CONSTRUCTION EI New Structure XAddition R'Alteration ❑Repair ❑Demolition Estimated Cost of Project: Mother CAPA Covr a "'Zc,i 1�1uk ��L (z7�iFzl�l�t Q a`Y $ . P=--125-K _-- Will the lot be re-graded? ❑Yes'14No - Will excess fill be removed from premises? ❑Yes {@1V0 1 PROPERTY INFORMATION Existing use of property: k5Sihe j Intended useofproperty: -SICAj AI. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4D this property? Dyes ENO IF YES, PROVIDE A COPY., Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,#or the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): TT �, %Authorized Agent ❑Owner Signature of Applicant: l -` - �_..- - M-'Date: - 01-'10-2-02-i 'CORINIED:BUNC =~---_-------.._ . _..e__=---__-�_, Notary Public,State of New York STATE OF NEW YORK) No.01BU6185056 SS: Qualified in Suffolk County [� Commission.Expires April 14, 2_cy���T COUNTY OF SuFFpL—tL ) _RQJz'.il N. EHL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of (`gym c 120Q I vc Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, 50JAN 1,.061t_E residing at 5-7N0 J�OP i 0 9S L4NIF (Print properly owner's name) (Mailing Address) do hereby authorize vg7r IS, 14,F 14 L (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (bate) Z-.>c1 SRas 9Q(?,kLE (Print Owner's Name) FI��r _3E�,, I I ' 101 OFFt)l,4, �BU14DII�G DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD •., ��., JUL2 2 �1n l2-c�tn! Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 .T)TN .Pfd phone (631) 765-1802 - FAX (631) 765-9502 rogerAsObtholdtoWnny.4ov-�.seandCa�southoldtownny_gov :APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All information Required) Date- 7 /22/21 Company Name: _ Paul.Burns Electrical Contractors Inc a Name: Bob`Burns License No.: 3897-ME email: pburnsjr@optonliine.net Address. _ PO Box 1061 Southold,NY 11971 _ Phone No.: 631-365-4735 JOB SITE INFORMATION (All.lnforr iation Required) Name _. Nobile Address. ' 5742 Hortons Lane Southold Cross Street.: North Road Phone.-No _..._, Bldg.Permit#:..:46059. email:: Tax Map District 100Q .: 7 :.._Section._. Block .:_.. ._ 610; :... ..._ _.. BRIEF DESCRIPTION OF WORK (Please Print:Clearly). Wire gars a addition ., .:. . .:. .9 _. Circle All That Apply: Is job ready for inspection?: .. YE / NO Rough:I Final k Do you need a Temp.Certificate?: YES /6 Issued On Temp Information: (Ali information required) Service Size.1 Ph 3 Ph Size:. : : A # Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service.Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -PAYMENT DUE WITH APPLICATION Request for Inspection FormAs -7/2 _S. _ .. . .. r: .. _ 9- ,� _� Town Hall Annex �� . � .� Telephone(631)765-1802 54375 Main Road :a= Fax(631)765-9502 P.O. Box 1179 , Southold, NY 11971-0959 ' . BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 3� Owner: N66Ae— Location of Property: S`7qc) kj-t,r--"-o,,tS L—• t4E Please take notice that the (check applicable line): New commercial or residential structure X 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) 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) Signature: _ BAk _ Name (person submitting this form): Q, IfL Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/112015 y ANAP OF `' a LOT ONE MAP OF �O6 W, MINOR SUBDIVISION s F OF AL BERT If AL BERTSON,JR s A T SOU THOL D TOWN OF SOUT HOL D SUFFOL K CO; N.Y. s o, `-7 PI PEO ND ro JQ 91, -v n EL A2.0 \ / WF' 5 2 F' Amo ��, (of C G � � 0 �P p0 / 0 E�5r•3 91-446 Ov A OLK COUNTY EA L H DEPARTMENT 1a� GLE FAP-41LY D E LING ONLY H.D.REF.NO. _ DATE 's T TtiEt 8�#)FAQE DISPOSAL AND A 1.Y FA iTfEs FOR �OMIDON HAVE 13EEN IN P 8 THIS ARTMENT p �D O BE SATISFA P IAB Chief of W an Ment Section S TH l?F S6WtES vr �0 0 ¢� ,.y� t% of NEW Y Z04� �Q W. b0N��'Q,� 600 °�� P4l-E Ng 4 �FNO ag26� �°--- ,* s CERTIFIED TO• T£ST HOLE "�d �'� SWMOLD SAV/NGS BANK PECONIC ABSTRACT' Copep N9 605 3 058 7 04, rap soil w,O JOHN A NOB I L E 1 `_ SUSAN✓/VIDE LE ' CLAY 7kACL 5 O ��� < o`' and surveying a lam, engineering pc. d% GkAVEL 57(-Io 40 west main street .S(bL l/Aj riverhead new york 11901 i *k,sk y- , (516)369-171F NOTE `I FVAMNS ARE REFFRFNr--,rn oFAz vc SAT/ON,a-�--- OCT s. 1984 Job NO OAPPRDAS NOT D DATE: B.P,# FEE•NOTIF ;RTMENT AT 765-1802 8 AM TC'-, -t PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTP,JC:Tk:)N MUST BE COMPLETE FOS ".0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY S NEW YORK TATE & TOWN CODES AS REQUIRED AND CONDITIONS OF MING BOARD J SOPPL4g�USTEES N.Y�r OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA-11T OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ff GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION /W/1" //C 0 N T R A C T 0 R N 0 T E S / /. /.. %//, " � ii1✓✓,mss//,�/�.� r� General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL i -- RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTEES: Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: ��r 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 I[,C INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, n • consulting residential & commercial design B. LOCKED AREA. g 2. 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 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 PC.Box 1675 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. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: hone:phone; (631)433-9084 tonline.net AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. ssbn654@optonliie.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATI7LY VENTILATED SPACE. SHALL BE INCLUDE[) AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 77�I %%°n %/%/%%iJ% rorlMI i/%ciogili��/� 4• y 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USL OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a• All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports 9 p g the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y PP CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or bettsr. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be ec ASSOCIATES, disclosed to others or used in connection 6 with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. REV: 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 :"HE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE NOVEMBER 9, 2019 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): g• E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL. OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORK114C HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 11 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED -FO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12• INCONVENIENCES TO THE OTHER NEIGHHBORS, THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FDR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR o,NY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOC. LLC. HARMLESS FOR COSTS AND PROBLEMS THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OF WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGU_ATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER ';SAF ETY CONDITIONS FOR LIFE AND PROPERTY AS ARE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF 111E ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ARISING OR ALLEGEDLY INCL DIN NG ASO OF THE PROFESSIONALS AND DVICESCOSTS O F DEFENSE, UNDER FOR THE INJUENTOR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, NOT FOR 7 SINGLE PROVIDE AND MULTIPLE-STATION LTI SINAACCCORDASMOKE NCEAWITH 2015 MS AS VINTERNAT ONALCARBON RESIDENNTIAL CODE CONSTRUCTION DETECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL "REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) AL CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY _ 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE To HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G 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, La, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND ML'JIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE -INTFRNATIOr4AL RESIDENTIAL CODE OCC,' 0ANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INT,r!�NATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE 'AN 2 RESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS W'I';HOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE • 1' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FC'? EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm.) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSED TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT CF 33 FEET (10,058mm) OR N❑ SUBSTITUTIONS 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 At( framing hardware shown on these plans, 1 POUNDPER CUBIC FOOT = 16 kg/M' OPENING CONTAINING THE PRODUCT WITH THE GLAZED GPENING. PANELS SHALL BE HEIGHT, BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED unless otherwise indicated, is Simpson Strong-Tie, BJMWLN 0 E31 L E THE VERTICAL DISTANCE FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved Or authorized, PLANE TO THE .AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =16'-5R" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. e relationships of framing hardware to INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE the other components of the structure,UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due to the any framing FIESIDENCE UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will, render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED nutl and Vold, and will, result in the installer/contractor 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 5742 HORTONS LANE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT erformance of the entire system. TOTAL HEIGHT FROM RIDGE TO GRADE 22'- 6 J THEINJOIS S AND ATTICS RA. RAFTERS TIS 420RAGE ARE THOSE WHERE THE INCHES OR GREATER, OR WHEREEAR THEREEIGHT ARE WOWORN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. pSOUTHOLD, NY 11971 MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY 11, III OR IV BUILDINGS LOCATED OVER 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 NC 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 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ( THAN 10 POUNDS PER SQUARE FOOT. EX. CRAWL SPACE NA FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL ICC400 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRJCTURES ( THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET ) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR LIVING AREA NA INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE N0. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SECOND FLOOR LIVING AREA NA OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH DAL: DATE: NEW BALCONY NA LOFT NA _ Y4 INCH DIAMETER LAGSCREW- MARCH 10, 2021 ATTIC (HOUSE)(a NAPRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH BASED ANCHOR LENGTH OC 16 12 9 COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. PROJECT No: ATTIC (HOUSE)(b NA 1093-2021 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ;, GARAGE 432 sq.ft. DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. cy BDK ATTIC (GARAGE)(a 336 sq.ft. NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT A , •` FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s .I - -- C(> OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 I" �:� CHECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION. a INTERNATIONAL RESIDENTIAL CGDE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 45-foot mean roof height. SCREENED PORCHES ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PORCHES NA (SEE PAGE A102 FOR DETAILS). - SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. " SHLLf NUMBER: NEW DECK AREA 167 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 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL DECK AREA TO BE REMOVED 89.5 sq.ft. c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ADDITIONAL DECK AREA ADDED 170 sq.ft. RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. 1 �� G 1� COVERED PORCH ADDED 60 sq.ft. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING a minimum of 2Y2 inches from the edge of concrete block or concrete. Acce Acceptance of these drawings does not authorize the right to build without Pik' @1P�" COVERED ENTRANCE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached P g g �+��$$�� PATTERNS OF ALL MATERIALS TO BE IN ACCORDANCE WITH using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk Count Det DOB NUMBER: OF 9 9 9 Y P • POOL HOUSE CABANA NA ACCESSORY STRUCTURE CHAPTER 23 OF THE 2015 INTERNATIONAL BUILDING CODE. of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. UNCOVERED PATIO Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. ® KEffiDESIGN•ASSOCIATES,rrc (b) WITH STORAGE 'SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMJ !! / MTS20 LTS20 -- ALLOWABLE LOADS 1.2 LOAD ° PROVIDE 1 HGA10KT ON TWO Bd NAILS THIS R LARCH / �SU. PINE Up LIFT SIDE OF TRU O - - --= ! FASTENERS MODEL GA UPLIFT UPLIFT LATERAL CODE TOTAL FOUR WITH SIDE OF CEILING JOIST(133/160) 8dx12 8d NAILS AND ON SIDE OF RAFTERNO. TO AVG REF.RAFTERS/ TO TO ULT. NAILS INTO TRUSS °0 ''TRUSS PLATES STUDS (133) (160) F F2 (133& "NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SON E-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — — residential & commercial design • consulting DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER REF. INTO TOAIL °°o ° phone: (631 433 9084 MODEL GA AVG 2 CODE PO Boz 1675 Southold,New York 11971 E-Mail; ssbn654Qoptonline.net NO. MAX. CLEAR ULT. LFTA LFTA WIDTH PAN L QTY DIA 12" 2" 2}„ 3" 32" 1}„ 2"' 22" 3" 3}., PLATES om o• EIGHT ° 8d NAILSINTO 1400 5, 44, 85 S P 4 LFTA 16 2J" 17" JSJ"16-10d 4200 1205 STUD Kehl Design Associates,LLC o formerly D A K Associates,LLC — DOUG-FIR LARCH / S0. PINE OWNERSHIP �c USE OF DOCUMENTS: FASTENERS 2 ALLOWABLE UPLIFT LOADS 0 MODEL L AVG 10d 1 O x 12" CODE °o No. ULT. REF. LFTA L S T A 21 ° These drawings and specifications including the 10d 10d x 14" (133 / 160) (133) (160) ideas, design and arrangements represented o therein, are the property of KEHL DESIGN \ ASSOCIATES, LLC. No part thereof shall be MTS16 18 14-10d 14-10d x 12" 3116 1000 840 l000 3, 41, 128 °° Simpson Strong-Tie copied, disclosed to others or used in connection ° HGA10 owith any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 DETAIL "I�" they have been prepared without written consent. ART�'x12 ° LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 REV: CNW- , COUPLER NUT "Elf ° STU 5"_E g NOVEMBER 9, 2019 DOUG-FIR-LARCH/ TYPE OF DIRECTION SO. PINE CODE Equal number O f ° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. ° TAKE-SIMPSON NO. TION FLOOR ROOF (133/ specified Halls In ° TAKE-UP WASHER (100) (125) 160 each end G 51s s4s 67o I � Simpson Strong-Tie 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 ARTSg'x12 STUD DEFLECTION DEFLECTION CODE e LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHIE AVG AT HIGHEST REF. N N0. ANCHOR ULTIN VERTICAL WOOD MEMBER ALLOWABLE BGAE BODY'GA HB' SB W H B So CL DIAS,8 BOLTS . DESIALLOGN LOAD DESIGN o QTY DIA 12" 2" 22" 3" 32" 52" LOAD WHEN RAISED OFF o00 THE SILL PLATE HD2A 16 12 44" 22" 2J" 8" 24" i" 1 r 2 1' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT.AVG DF / SP CODE (133)2 (16 0)' REF. SP4 3A" 7}" -10d x 12" 2917 735 885 7, 40, 127 0 DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MO N D CA NO. NAILS FLOOR (133) (160) REF. 100 00 LSTA21 1 20 1"' 1 21 16-10d 905 1 1205 1295 7, 40, 90 000 WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA W L. NAILS FLOOR R( 133) (160) REF. Simpson Strong-Tie STU 5"- FASTENERS MSTA24 18 1�" 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 8 MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON NO. (LENGTH END GA CUT LENGTH (TOTAL) SPACING REF. HDZA L (100) (133 / 160)2 oc. TAKE-UP WASHER NOT FOR OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31' 28-8d 1235 1650 2; " 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN. -FIR AR H PIN A WA A USE UNLESS MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B JOISTS REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL " 11 tOd 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 1 4J" 2 4-16d 4-16d 6076 1140 1150 —1000 — 1150 — 1250 7, 40, 127 DETAIL "I" CNW- CERTIFIED BY A HUS210-2 14 3d" 1 9a" 2 8-16d 8-16d 6076 1755 21051— 1650 — 1900 2065 1, 36, 84, 122 1 COUPLER NUT AR PINE WAASTU PROFESSIONAL ART 'x12 5» NOEL GA FASTENERS UPLIAVG FT UPLIFT LATERAL CODREF. SIMPSON (133/160) REF. ULT. ENGINEER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz TAKE-UP WASHER IIGA10KT 14 4-SDS1r%12" 4-SDS41%3" 1523 435 435 1165 940 160 USE A MINIMUM OF S P 4 TWO Bd NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT S P 4 TOTAL FOUR o /• ® SE A MINIMUM OF IN NAILS TWO 8d NAILS THIS L S T A 21 INTO TRUSS SIDE OF TRUSS. M T S L 6 STU J'- /: • MTS16 SIMPSON SIMPSON I ANCHOR BOLTS BdTAL NAILSUR HD2A TAKE-UP WASHER Strong-Tie INTO TRUSS L S T A 21 HUS210-2 I I PROJECT: m==v= o TWO ° o FIIN 0 rol I L S 8 AIL TO ' PLATES TWO o i EIGHT 8d NAILS8d NAIL o lnEbA INTO INTO DETAIL "A" �' STUD Simpson Strong-Tie PLATES °®° H7 EIGHT / 8d NAIL INTO o ® DETAIL "D" DETAIL "G" DETAIL "J" 5740 H O RTO N S LANE STUD H7 son Strong-Tie Simpson Strong-Tie LFTARDD SYSTEM DETAIL "L" SOUTHOLD, NY 11971 LFTA LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP L S T A 3 0 DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1 .0 , ROOF = 1 .0 1 '-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. SIMPSON WINDLOAD 1 '-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ',HARTS & CALCULATIONS 1 '-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I 1 '-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS / ROOF DRAINAGE I ' LTP4 ROOF AREA = 535 sq/ft CALCULATIONS AND LTP4 V = AXR x PLUMBING RISER DIAGRAM LTP4 A = 535 sq/ft NOTIES: DETAIL, "C" R = 2" RAINFALL = .17 ft THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE . C = COEFF. = 1.0 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie V = 535 X 1 x .166667 = 89.17C.F. OSECUTED TO THE FULLEST EXTENT OF THE AW C LAW. SHALL VERIFY ALL Floor-t o-Floor Connections FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO UABIL17 FOR OMMISIONS DUE TO UNKNOWN OR 89.17 / 42.25 VERTICAL FT. / FT = 2.11 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping USE (1) 8' DIA, POOL 3'-0" DEEP = 3 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Detail OR SEAL: DATE: LTP4 DETAIL "B" 89.17 / 22.3 VERTICAL FT. / FT = 4.0 V.F. MARCH 10, 2021 LTP4 USE (1) 6' DIA. POOL 4'-0" DEEP = 4 V.F. PROJECT No: Simpson Strong-Tie 1093-2021 POOLS TO BE PLACED ON OPPOSITE SIDE OF �i, ►� {"�" `' DRAWN BY: Floor-to-Floor Connections �. _ d�p,, ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY HOUSE AND/OR LEADERS TO BE PIPED TO 5 :,� C �� BDK x EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS (1/2 OF THE Ra`�` OOF TO DRAIN TO EACH "�" � ! CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL •> CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). = '"g SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, '�� ^ `'" LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH unless otherwise indicated, is Simpson Strong-Tie, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA c� ' G2 THESE STANDARD., THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ; "� pry a� .R44, No substitutions are approved or authorized, WHERE TRAFFIC IS TO BE PRESENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to IF A MULTIPLE POOL SYSTEM IS USED AROUND THE ° FESS1Q the other components of the structure, any framing HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL OOB NUMBER: of 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - hardware substitutions will render these plans BE DIVERTED TO EACH POOL. PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor assuming respnsibility for the design and POOLS TO BE INSTALLED MIN. OF 3-0' ABOVE o 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) performance o the entire system, GROUND WATER. ® KE&DESIGN•ASSOCIATPS, ac ® �'Nl -fi KEHL DESIGN ASSOCIATES �c 11 residential & commercial design • consulting P0.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC e formerly D A K Associates,LLC 'T 771 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the idm CL BEDROOM eas, design and arrongeents represented BEDROOM 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. REV: LIVING ROOM C` CL LIVING ROOM C` CI. NOVEMBER 9, 2019 BATHROOM BATHROOM NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A CL CL PROFESSIONAL ENGINEER N 00 14"x52"' LVL Floor Joists 18'-0" -� (2) 14"x52" LVL �- - - - - - - - - - - - ---- - - - - BEDROOM n Se V" A BEDROOM A Flush Beam-T-7 7 KITCHEN 0 0 WORK NOTES: 2'- -r-o°-� - - - - - - - - - — - - i ° KITCHEN ° P o J m AJS190 92°x ,s'ac. FOYER AILOF03 00ET EI O 28 MINIMUM I I 3 '2 ' 3%" 3'-1 3'-5%" I I 13'x14" LVL Flus ea with DAYS11'-6%' �l I i FOYER U (2) 1,3"02"' LVL 1,"x921" LVL Flush Beam 101 2'x2'x8" Conc. Ftg. I 101 - - Flush Beam- - _ - w/(4)#5 Rebar E.W. I 3Y° (2) 14"x92° L12 Flush Beam 14'-1Y" L L,i/- 3 _ _ I EX. 3068 EX. 2842 I" �q" I 3Y AJS190 92"'x 16"oc, co o cl I I 4" PC Slab W/ 10/10 6x6 WWM. L U t oco = ¢ o N Min, (2)2x6 ACQ Girder in (2)2:x:6 AC^ Girde �F 8" Poured Conc. Foundation Provide "x18" Anchor Bolts I D _ ® � ) - - ��— - - I on a 16"x 8" Conc. Footing Max of 32"oc. and Within 12" I o Match Existing ACQ Girder Ma ch Existing t,CQ Gir ler` (Min. 3'-D' Below Final Grade.) of all Corners and End of Boards. I M o SEE PORCH PIER DETAIL BELOW NEW 3%" 5'-11Y" �--- 11Y" 3" GARAGE I I I I I I 101 - - - - - - - - - - - - - - - � 101 I I I I � I i X I 00 NEW PROJEC I I I i I I3 3 I GARAGE Q 0 z I I 0 Min. (2 2x6 ACQ Girder Match xistin A irderI I FOF CONCRETE TO BE MINIMUM4x4 Post Anchor AJS190 92"x 16"oc. NOBILE 4x4 ACQ Post 3000 PSI @ 28 DAYS I I I I I I Grade I Dropped Foundation For 12' x 8' Garage Door ( I '' nt:SID -6 ECE 8" Conc. Filled Sona Tube J"x 18" Anchor Bolt I LEI- 14 E� — — — — — — — —_ — — — — — — — I (2)1 a"X ilg" LVL Hdr. i� 14Stirrup - - - - - - -12' "— — - - - - - - _ _ _ _ _ — — Match Existing 12'x 8' Garage Door Match Existing (4)�5 Rebar E.W. k 1. 6,.� Bottom Footing Match Existing Roof Shingles 5742 HORTONS LANE to be Min. . 3'-0" 2x6 Rafters 16"oc. SOUTHOLD NY 11971 Below Final Grade -0" 9'-0" CDX -0" 9'-0" 18'-0" 6" Fascia Porch Pier Detail SCALE: 1/4"=1'-0" (2)2x10 Girder I I Match Existing Girder DRAWING TITLE: I I FIRST FLOOR PLAN FOUNDATION PLAN- PLANS New Azek Handrail _ SCALE: 1/4"=1'-0" (or Equal) SCALE: 1/4"=1'-0" AS 4"x6" ACQ Decking Match Existing Deck Height NOTE D or Equal oar Joist 1 oc. (2)2x8 ACQ Girder 44 ACO Post (Match Existing) 44 Post Anchor Hurricane Strapping Grade 8' Conc. Filled Sono Tube g'z 18" Anchor Boll #4 Stirrup NOTES: g" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ,1r DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE _ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL (4) 5 Rebar E.W. �, Bottom of Footing FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE 1 6 to be Min. 3'-D" DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR Below Final Grade UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION SEAL: DATE: A MARCH 10, 2021 PROJECT NO: SCALE: 1/4"= 1'-0" 1093-2021 r� DRAWN BY: BDK S`fs CiQ7 CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS •cc S>H SET 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 •-� // 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 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM TH _V'r 0sg4 tt�„j A101 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � FESS10�'��. DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such 0 KEHbDESIGN•A%0MTPS,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. / /%, r :ice; ,/,,// '//�'; j AAA, KEHL DESIGN ASSOCIATES roc residential & commercial design o consulting P0.Box 1675 Phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nef Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNLRSHIP & USE OF DOCUMENTS: BEDROOM These drawings and specifications including the CL ideas, design and arrangements represented CL Ridge Vent therein, are the property of KEHL DESIGN Hurricane Strapping ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which Li they have been prepared without written consent. CL REV: LIVING ROOM L (2) 14"x92" LVL Header NOVEMBER 9, 2019 BATHROOM 2x6 Rafters - 16"oc. " COX Sheathing NOT FOR 11 ,18 CONSTRUCTION 0 Provide Raised Fascia on Back of Garage USE UNLESS to Allow Runoff into i o i i o Gutter CERTIFIED BY A CL i i i Hurricane Strapping (1 i i locking 2x4 Plates PROFESSIONAL i AJS190 9'x 16'oc. AJS190 9 z 16 oc. (Match House) ___ 72"' Soffit (Match House) ----- ------ -- - ENGINEER 0" 0" 14"x52"' LVL Joists 921' Per meter Beam 14"x14" LVL Flush Beom with 2x4 Top Plates TW3032 Platform o BEDROOM A 3" Oak Floor (2)14"x9° LVL Flush Stair Beam 30# Felt 0 3'-3Y —3'-1 19Ya" a Cedar Shingles COX Subfloor 20 Studs KITCHEN o N o o ° WORK NOTES: 2x8 Floor Joists B" CDX Sheathing 01 D d 2x6 ACQ Sill " . 20 Shoe FOYER � I = Hurricane Strapping 1'-6Y" JA 11 11 1 1 11 11 11 11 11 11 11 11 Match House Foundation Height —3'-3ll Y" 5-11 4" 3'-1" 3Y" Top of House Sill Seal anACQ d Termite Shield Foundation 4' PC Slab W/10/10 6x6 WWM. I 2'x2'x8" Conc. Flg. a"x1B" Anchor Bolts @ 32"oc. and EX. 3068 EX. 2842 �w/(4)#5 Rebar E.W. within 12" of any Corner or end of any length of lumber 5'-113/" 3' i" X034 „ 8' Poured Concrete M_ Foundation Wall w �w � 'M 2x4 Keyway N N N N V 16"x 8" Conc. Footing (Min. 3'-0" Below Final Grade.) J �J o — — — — — — 191 o ;� CROSS SECTION STORAGE rA AREA I`" SCALE: 1/4"=1'-0" 192 �o -8�Y5 B 1T-5" V2„ C PROJECT: 0 — 3%" Ridge Vent o� o Hurricane StrappingN 0 E"O" I L E �� S�� RESIDENCE TW30410 I (2) 14"x92"' LVL Header 5742 HORTONS LANE 2x6 Rafters - 16"oc. " COX Sheathing SOUTHOLD, NY 11971 i I Provide Raised Fascia 1'-118" on Back of Garage L O� PLAN to Allow Runoff into oDRAWING TITLE: SECOf� D F Oa Gutter COX Subfloor Hurricane Strapping SCALE: 1 4"=1'-0" 2x4 Plates PLANS AJS190 9-"x 16 oc. 52 Fascia (Match House) 72" Soffit (Match House) S (2)1 a A "X 117" LVL Hdr. 91" Perimeter Beam S 2x4 Top Plates NOTED Platform -- ----- 30# Felt 4" Oak Floor Cedar Shingles COX Subfloor 2x4 Studs 2x8 Floor Joists _ _ _ _ _ _ _ _ 8" COX Sheathing 2x6 ACQ Si!I 2z4 Shoe NOTES: Hurricane Strapping THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE — — — — Match House Foundation Height DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x6 ACQ Sill PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Top of House ' ' Sill Seal and Termite Shield FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE Foundation 12z 8Garage Door DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR 2x6 ACQ Sill UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT within 12" of anyyCorner or end of s"x18" Anchor @ 32"oc. and FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. C any length of lumber SEAL: DATE: 8" Poured Concrete Foundation We'! MARCH 10, 2021 2z4 Keyway PROJECT NO: 16"x 8" Conc. Footinga1093-2021 (Min 3'-0" Below Final Grade.) �L �5y 0 ®jd DRAWN BY: `a' r'1. 4*0 B D K CROSS SECTION , �"'^ C IECKED BY: B _ 01 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL r> C COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE c �� CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SCALE: 1/4"= 1'-0" ->+: ,;.= S,I1 ET 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 �— rr WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 7A102 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE " C THE INTERNATIONAL BUILDING CODE. � FO �J � • THESE STANDARDS, THE DESIGN SHALL COMPLY WITH E PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2,AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® IKEIIIrDESIGN•ASSOCIATES,U.0 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. rW i Z11 Hl KEHL DESIGN ASSOCIATES roc residential & commercial design • consulting ' i P0.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nef L -ILILI ti �u H Kehl Design Associates,LLC a formerly D A K Associates,LLC /%" -T///%l%I%/ NEW OWNERSHIP & USE OF DOCUMENTS: - -1 These drawings and specifications including the WEST DECK ideas, design and arrangements represented L-IL1 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be LO _U E ]7E_ _ copied, disclosed to others or used in connection O ❑ with any work or project other than for which they have been prepared without written consent. LL E - l , OLILE REV: FTIFiut ® 0 NOVEMBER 9, 2019 Hill IllO O1 L"i aLL ------ - ------- ------- In 11 1 11 1 1 11L - - - - - - - - NOTFOR 11 111 k Hull 1111111111 L-E=E== A, I AIAT _ CONSTRUCTION USE UNLESS CERTIFIED BY NEW GARAGE PROFESSIONAL SOUTH ELEVATIO AND COVERED ENGINEER NEW GARAGEPORCH AREA SCALE: 1/4"= 1'-0" WORK NOTES: it I IIII L LJ uJ LI LILJ I I i I-LL L11 IIII - 1 i01 X11 11 11 11 IO�J LL L li III I 10Lj._if i.i0>ljl_O-il_ ILLILLU LLII I I 1JL Li 1 11 LIE FJ I MLLd J PROJECT: I II I I -LLL11LiLLL -LU -LLL 'm 00 " ILE N-\/ I M, M NEW NORTH DECK NEW rRE S I Dk E14 C;4E p—�- WEST DECK 5742 HORTONS LANE -E—L-EVAT I O I\ 'V SOUTHOLD, NY 11971 CALE: 1/4"= 1'I WEST ELEVATION_ SCALE: 1/4"=V-0" DRAWING TITLE: LLU L�L�AIILILLLIU LLLLrul III LI III LI III III I I I I IIII I I III 10� I I�OL�J LI_I I I LI III I I t I I I I 0 MILLI h II ELEVATIONS Ll V I I I I1 0 11 11 11 11 0 11 L0101 I II II II II LI II O li I I , I OOWI IIII II LI II i IIII II II I�JIJL1� ILJ1 U ILO Itl 11 10 ISI II II I�IIII I��I II II II ILI IJ IIII II ISI NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ll�l LI II �I II DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE C COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL �_u0�lI a ui �O O FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE LLL PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR NEWNORTH DECK WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: -ILELL11 L-LLLLLLH H Ll LLLLULJ MARCH 10, 2021 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT 'NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1093-2021 LI Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� -;, '�-1 DRAWN BY: Ell -LLLtULagencies prior to construction, Q�� �.: BDK LL L1JIII �I -,. �u G �,�, Il,r CHECKED BY: ULILIL DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL >4 NEW GAF�AG E CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. _ f ' �' SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE4' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH N ' THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. . / ,�'S! A03 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) -•--�, ;,,; yY DOB NUVBL7 OF EAST ELEVATION 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ® KEi-1bDFSIGN•ASSOCIATPS,ac SCALE: 1/4"=1'-0" 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ;iFfl - -- - - % EXISTING DECK NEW DECK , EXISTING DECK NEW DECK B ------------------------5'- 5'-6Y' -�1'-0" 101 10 0 10 12° Conc, Filled Sona Tube 20'-0" 13'-1° KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting 2 x12" Anchor Bolts on 20"0"x8" Conc. Ftg. Min 3'-0" Below Final Grade 2x8 ACO Floor Joist 16"oc. 0 (4)2x8 ACO Girder (4)2x8 ACO Girder _ _ P0.Box 1675 Phone; (631)433-9084 NEW DECK NEW DEC Southold,New York 11911 E-Mail; ssbn654@optonline,net Kehl Design Associates,LLC 9 formerly D A K Associates,LLC I BP-214822 I I BP-14339 Z BP-16347 Z OWNERSHIP & USE OF DOCUMENTS: BP-16347 Z I EXISTING DECK I EXISTING HOUSE EXISTING DECK U These drawings and specifications including the EXISTING HOUSE EXISTING DECK I TO BE REMOVED i NEW DECK " NEW DECK N o N ideas, design are the property of KEHLDESIGN o ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection - - - � _ Q with any work or project other than for which 92 they have been prepared without written consent. House 2x8 ACQ Beam I Lag Bolted 24"oc. I L I1' 11' REV: (Provide Flashing) —i '-" — — — _L —1 — — — — NOVEMBER 9, 2019 NOT FOR FLOOR P CONSTRUCTION FOUNDATION PLAN SCALE: 1/4"=1'-0" USE UNLESS EXISTING BILCO SCALE: 1/4"=1'-0" ¢� CERTIFIED BY A PROFESSIONAL BP-16347 Z BP-14339 Z BP-14339 Z BP-16347 Z ENGINEER EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE BP-14339 Z EXISTING HOUSE EXISTING HOUSE 6" Conc, Filled Sona Tube (See Detail A-105) WORK NO1 ES: t= 2x6 ACQ Floor Joist 16"0o m 511d' ACQ Decking o Cy or Equal 0 26 A Floor Joist 16"oc. Min. (2)2x10 ACQ Girder 4x4 ACQ Post Hurricane Strapping 40 Post Anchor Grode 16" Conc. Filled Sona Tube 8"x 18" Anchor Bolt I 1f," Conc. Filled Sona Tube (See Detail A-105) Bottom of Footing 1-6 to be Min. 3'-0" EXISTING HOUSE Below Final Grade Porch Pier Detail A105 EXISTING DECK NEW DECK Conc. Filled Sona Tube ApF oved Handrail LY 13' 1" 7'-10" SCALE: 1/4"=l'-O" r' 0„ �, 0, T-1D 4" 7'-10," 7'-10 4" 2 4" � 4 House 2x8 ACQ Beam NEW BLog Bolted shing) ;"z6ACQ Decking or Equal 0 0 (Provide Flashing) 2x8 ACO Floor Joist 16"oc. (2)2x8 ACQ Girder Hurricane Strapping WEST DECK 4;,4 ACQ Plate PROJECT: NEW DECK AREA 'x12" Anchor Bolts 4x4 Post Anchor FOUNDATION EXISTING HOUSE Concrete Filled 14" Sona Tube "I'mm 0 1 L E Bottom of Sona Tube Min. 3'-0"Below Final Grade PLAN BP-16347 Z BP-21482 Z EXISTING HOUSE EXISTING DECK EXISTING DECK SCALE: 1/4"=l'—O" 0 N5740 HORTONS LANE CROSS SECTIOA SOUTHOLD, NY 11971 SCALE: 1/4"= 1'-0" 4"x6" ACQ Decking or Equal DRAWING TITLE: 2x8 ACQ Floor Joist 16"oc. 2x8 ACQ Plate (2)2x8 ACQ Girder PLANS "'02" Anchor Bolts ¢� AS 12" Sona Tube on an 20 NOTED- BP-14339Z 20"x 20"x 8" footing BP-16347 Z Bottom of Sona Tube Min, S-0" Below Final Grade EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE Provide Azek or equal Roiling System NOTES: LAN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY THE DECKING / RAIL P CROSS SECTION DESIGN PROFESSIONAL WHOSE SEAL IE AFFIXED HERETO. INFRINGEMENTS WILL B PROSECUTED TO THE FULLEST EXTENTT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Provide Azek or equal FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE NEW Railing Syslem SCALE: 1/4"-1'-0" SCALE: 1/4"= V-0" DESIGN PROFESSIONAL ASSUMES ND LIABILITY FOR OMISSIONS DUE TO ENTS NO OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. a"z6" DECK ACO Decking SEAL: DATE: WEST or Equal Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE MARCH 10, 2021 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROJECT NO: Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .4 DRAWN BY093-2021 FLOOR PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. "�� .- y.. CCj '�' BDK Provide Azek or equal CHECKED BY: PLAN Railing System DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL S-HEE1 NUMBER: Li CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SCALE: 1/4"=1'-0" Provide Azek or equal AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ' = :``.J.� Railing System LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH el7� ti; 1;'r°' ,o`'ZN 1 Al 04 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. = " ` y4' 4" —j 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ' DOB NUMBER: OF Provide New Stairs 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ® EMDESIGN ASS01l uz 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)