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HomeMy WebLinkAbout52168-Z aof s°uryo`o Town of Southold * P.O. Box 1179 c 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46798 Date: 01/16/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1615 Pike St Mattituck, NY 11952 Sec/Block/Lot: 140.-245.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/10/2025 Pursuant to which Building Permit No. 52168 and dated: 08/08/2025 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 to an existing single-family dwelling as applied for. The certificate is issued to: Theodore Brigham ,Lauren Brigham Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52168 11/22/2025 PLUMBERS CERTIFICATION: J. Zee's Plumbing & Heating Inc 1/15/2026 Auth raze gnature �,�oFSaUryo TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52168 Date: 08/08/2025 Permission is hereby granted to: Theodore Brigham III PO BOX 24 Mattituck, NY 11952 To: Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 1615 Pike St, Mattituck, NY 11952 SCTM# 140.-2-45.1 Pursuant to application dated 07/10/2025 and approved by the Building Inspector. To expire on 08/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $713.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $813.00 Building Inspector �o��pF SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 Southold,New York 11971-0959 COMM ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Theodore Brigham III Address: 1615 Pike St city: Mattituck st: NY zip: 11952 Building Permit#: 52168 Section: 140 Block: 2 Lot: 4 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: TBest Electric License No: 49446ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential X Outdoor 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition X Attic Spa Generator Survey Mezzanine Garagel IDock INVENTORY Service 1 ph In-wall Heater Recpt 20 Ceiling Fixtures 10 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 CO Detectors Heater Main Panel A/C Condenser 1 Single Recpt RecessdFixtures 21 Combo Smoke/CO 2 Transformer Sub Panel 100 A/C Blower 1 Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 12 Blower Heads Switches 21 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED 1 Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: One Story Addition w/ Unfinished Basement Inspector Signature: Date: December 22, 2025 : us Town Hall Annex ' - Telephone(S31).765-18E12 54375 Main Road 41 Fax(631).763-95,02CA - P.O.Box 1179 Southold,New York 11971-M9 Cowl BUILDING DEPARTMENT r- TOWN OF SOUTHOLD J A N 1 6' .2026 a -,yam -CERTIFICATION - Date: / - I,;- y C� Building Permit No. . 5�.2 (�C9 . . : Owner: LA e& &/ t of hA-In l�!J /J�/cc � t . M/)..-7-f (Please print) Plumber: J• 24-e-1 /Dry 6, ?l l (Please print) I certify that the solder used in.the waxer supply system contains less.than 2/10 bf 1 lead. (Phlmb&s Signature) Sworn to before me-this E day of Lj�g2 20 2 Notary Public, �� County JOHN A. MAKI Notary Public-State of New York . No.01 MA6164838 'Qualified in Suffolk County My Commission Exp. 04/30/2027 50UTyo�o !/ V / � 10 5- 41WNOBUILDING TH D S SOU OL BUILDIN G DE P . �`y000rm,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' - DATE Ao 112 INSPECTOR v OF SOUTyO� - - - # # TOWN OF SOUTHOLD BUILDING DEPT. �' • io ou 631-765-1802 INSPEC ON ' [ F NDATION 1 ST/ REBAR - [ ROUGH PLBG. [ F NDATION 2ND [ ] INSULATION/CAULKING [L4 FRAMING/STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: y DATE o l INSPECTOR -- - -- -^-/- - - --�-/- --- SOUIyOIo 2,1 # # TOWN OF SOUTHOLD BUILDING D PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ' [ ] RENTAL REMARKS: ('J/\ 4&PE5 DATE INSPECTOR �o�aOE SOGlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °y^oU � 631-765-1802 INSPECTION [ ] FOUNDATION 1.ST/ REBAR [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ` �o m 6 K-y u L/I DATE !�- a0 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ►e FOUNDATION (IST) -------------------------------------- FOUNDATION (2ND) Owm k, V�4— Ke, op z y � ROUGH FRAMING& t PLUMBING H . s Lp r INSULATION PER N.Y. H STATE ENERGY CODE � w IV � f FINAL ADDITIONAL COMMENTS X d P oQ X � b 4' o � z Zx H x e b H �OQ�F O,r�OGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y =" Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 101 �ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtonm.gov Date Received APPLICATION FOR BUILDING PERMIT to For Office Use Only PERMIT NO. Sal IP Building Inspector: JUL 1 Q 2�25 Applications and forms must be filled out in their entirety.Incomplete gaailding®epartrn'nt applications will not be accepted. Where the Applicant is not the owner,an '(own o{Southold Owner's Authorization form(Page 2)shall be completed. Date: �t# es- OWNER(S)OF PROPERTY: Name: _ SCTM#1000- Project Address: Phone#: Email: Mailing Address:.__�`oL . .. ..I.Kd�. .. i(!� - -w1�Ti-tal1CK ___l�l..`/ ►_ . 5 2.._.. CONTACT PERSON: Name: Mailing Address: 2( g S �NN --._ ._._._ _. _ SO-1 .t-lo-L_&..._ _ Phone#: ..__..__.....-. ��.�..-._y .--_�0�L . ._ Emal ' ._ J-f�j(�l-��y- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address. 1-F G414&_._ '5.ou%l oLJ&- _i+ l.'[•_ _._ - `Z I ___.. . ._.._- -_ Phone#: �_ ._I �{ - Email: LI d f.OIV-'Ltl CONTRACTOR INFORMATION: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated C of Project: ❑Other Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-y Q this property? ❑Yes XNo IF YES, PROVIDE A COPY. l$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,for 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 210AS of the New York State Penal Law. Application Submitted By(print name): _'T IS, KEH`- ZAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SX_NFFo0,_Ie-- ) plaw N IKEN` being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AQ F N)i - (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 10day of� y 20a5 ary Public TRACE L,DWYM PROPERTY OWNER AUTHORIZATION rdorARYPNO.01DTA306900 EwYt tic N0.o,0wls3ossoTE o (Where the applicant is not the owner) Q ALIFIED IN SUFFOLK COUNTY COMSSION EXPIRES JUNE 30,20 p I, LAVA_ tj C,1j" residingat 1(ots- Pll� �7'�- i 3► ,47 17c1C-K- l�l`I l 1 S Z do hereby authorize J?)grZ_T to apply on my behalf to the Town of Southold Building Department for approval as described herein. <�e Owner' S' nature Date Cl'1 Print Owner's Nam 2 FOL f BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ��` Town Hall Annex- 54375 Main Road - PO Box 1179 �a z '< Southold, New York 11971-0959 T : Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $ ���- Company Name: '(f eS Le - Electrician's Name: �` f�-� �S License No.: _ y ( _Elec. email: Te C �'i G t llG I request an email copy of Certificate of Compliance Elec. Phone No:&S( -$ - l 3 Elec. Address.: 3 1 �L� 5.`� C .Ter ►�toC'IGh�S JOB SITE INFORMATION (All Information Required) Name: L,., G� e,Q— Address: ��C � Cross Street: i Phone No.: email: BIdg.Permit#: � Lot: Tax Map District: 1000 Section: Block: BRIEF DESCRIPTION F WORK INCLUDE SQUARE FOOTAGE Please Print Clearly): B Square Footage: 33-- Circle All That Apply: t YES NO ❑Rough In ❑ Final inspection?:for ins ❑ Is fob ready p Do you need a Temp Certificate?: ❑ YES PNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters__ Old Meter# �— New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead ❑ H Frame Pole Work done on Service? Y N # Underground Laterals 1 2 Additional 1 nformation: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches i I Outlets GFI s / Surface ;Sconces , I H H'sr / I l UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. G.rb.Dis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Z Used Comments 6 4:lj`�����1 f t Town Hall Annexe , Telephone(631)765-1802 54375 Main Road ,`� Fax(631)765-9502 P.O. Box 1179 f Southold, NY 11971-0959 : (�Y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 6 Z 6� Owner: Location of Property: I i P t kE S- agg a_ , M ATrru c t.< , /.(y II qs� 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: Name (person submitting this form): (;?> TT ® , 1�� �1� �+c- bays t��,L As&cc, Capacity(check applicable line): L.L.C'J Owner X Owner representative TrussReg15.docx Effective 1/1/2015 i SURVEY OF PROPERTY SITUATE N�PETgAUss MATTITUCK JOSEPx �, 3 Lot® I TOWN OF SOUTHOLD \ LOtQ SUFFOLK COUNTY, NEW YORK E S.C. TAX . No. 1000-140-02-45.1 2 `\ q•,22'0�" �N�M�N/' ELL O0TOOSUcC1 SCALE 1 "=30' Lot N 5p,0 Ln gUS ugEN AN MAY 28, 2022 NO MON• VNK�yCE o' J & LOT( LP �i °E o W AREA = 25.000 sq. ft. 5( p o 1 pp•pp ma's 0.574 a c. •. 0 » E °y U° fm N 7 A; Z pOK aE N 1 oV NOTES: � Lot 11 �• I 1. LOT NUMBERS SHOWN THUS: LOr© REFER TO p � \ �' 5y �' SUBDIVISION MAP OF PROPERTY OWNED FEK LOT 12 I \ 3y3 N O J jI BY ABBIE G. CONKLIN" S1 i WOOD PICKLE T� LOT 13 ti �; GARAGE � g W4.OE•PLI- 5.5 Wimps C. '. � •. � r- '�''� 5ET 1AKE O 70 V i ta W� DECK W�� •:. . •• .� O E I D 34.E O BLOCK ... t4V11,LL5 5[EPS I ,, c 28. 0 NC• a D- -1 ��• �' N CON y� a Bo o St NOOSE •' ' I PREPARED I FOR TRLE SURVEYS pS E MINIMUM ME Mom. SHED BY THE LI•A•LS. AND APPROVED PTED, �, ` I= ;o �' •. FOR SUCH USE BY THE N St&j!� 24,p CANC' o M I TTTLE ASSOCIATION. A , G l ooP �°oo noo 1AFT Wo00 j1W 5[0R10 VA.% t3[� ..: % WAD 2 C yak ` y� O CK t7. DE WAD'"S T+E ` ` .` s :' �, ;o Wp00. 06 8'W SWE R01A ES T p1` ; aI Z COLIC;B1 ' 3' \,� ,, �ept1P1 • �i ­ iJ:Y: Lic. No. 50467 Q :Sp1X PAGE OF " • .`•.'�i. UNAUTHORIZED ALTERATION OR ADDITION ■ ` Nathan Taft Corwin III 5. .` C. +. ; , t„•' TO THIS SURVEY IS A VIOLATION OF j 4'a _ j ' '• a ' .� • ' '� SECTION 7209 OF THE NEW YORK STATE ` EDUCATION LAW. ` ,•`nn�pp„ \.. ' !•: :; Via''••+' i•� •• COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor e.••'s't't 7 4 `` •, .'' o�• ��� THE LAND SURVEYOR'S INKED SEAL OR :: 5 ,•':: �, \ R EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen Jr. LS. Joseph A. Ingegno 'i •• •:. .'• '• �d•�• ' 1 � TO BE A VALID TRUE COPY. Y r • LS. • , °. :'� -{��� CERTIFICATIONS INDICATED HEREON SHALL RUN •+ :.4•�• r• ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THETITLE COMPANY, GOVERNMENTAL AGENCY AND LEND PHONE 631727-2090 ) FOX 631727-1727 LENDING-INSTITUTION LISTED HEREON, AND i � ) TO THE ASSIGNEES OF THE LENDING INSTI— ; OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York i i 947 AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com Ro ad APPROVED AS NOTED DATE:U-��a5 B.P 5a g COMPLY WITH ALL CODES OF l� NEW YORK STATE&TOWN CODES FE€ . 00 B .� A REQUI ED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 6moLOTQWNBA 631-765-1802 8AM TO 4PM FOR THE St)i11i0IgT�ID11I'IWIVIWGt?Al FOLLOWING INSPbb!IONS. FOUNDATION=*0 REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PLUMBING TRU;sOPWARDING99QUIREo ,Its,PLUMBING WASVE &WATER LINES NEW LISTING BEFORE COVERING 'Alower door �d duc>�vlror PLUMBERCERTlF1CAT/ON teStregt�l' ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNON" EXCEED 2110 OF I%LIEAD. Nechanteal VentfUtiola nyetom rhaU be required per NYS Itnergy*ode RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE i provide windbarne debris ' protection for new exterior New York Statelaw glazing on buildings GIs per You Must Ca 11811 NYSCod% Before You Dig GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 'r General Notes: ',. i% ! ..i`..dr.:; , ;, _,,,,,.. ..�•G% ,, C 0 N T R A T R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF V r ____T �! „!., Wood: # 9 �'T �a I i, NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /i „ I GENERAL NOTES: 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. 2, FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 - ALL WORK SHALL CONFORM TO THE REQUIREWENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS l0 BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Bozl675 phone: (631 I 433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn6540aoptonline,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS 'f0 BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC o formerly DAK Associates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5• corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FO)R THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHAILL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (A PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be DUST CONTROL: OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better 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, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. - PLUMBING WORK SHALL BE PERFORMED BY P Fb 825 PSIERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ACCUMULATION 8. a. Laminated Veneer Lumber (LVL): PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN . E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9 Fv = 285 PSI WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB.10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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 HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. Acceptance of these drawings does not authorize the right to OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept, of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN IUSER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUITING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUITING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED„ THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTfIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Show DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3 SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) ,CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 25. RESIDENTIAL ONE - AND - TWO FAMILY.DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH (11mm) AND A SPAtiN OF NOT MORE THAN 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION, PANELS SHALL BE PRECUT AND ATTACHEDI TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. _ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGEb'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.:2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301,1 THE FOLLOWING STANDARDS ARE IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH "^..SE, PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 1 ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Val, IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 4o STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. 4 TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING ((INCHES) NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YCRK STATE ' 2)(WF MSTANDARD FOR COLD-FORMED STEEL _< 4 FEET SPANS 6 FEET SPANS 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h SCREW-OD PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND TWO FAMILY DWELLINGS AISI-S230 a BAOSED ANOCHOR WITH 2 16 10 8 OF NEW YORK STATE. 3) ICC STANDARDS ON THE DESIGN AND ) HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50' INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES (ICC400) ROOMS OTHER THAN SLEEPING ROOMS 40 No. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY REV: HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED THENHIGHOEST ROOF AVERAGE HEIGHT OF UNLIMITED STORY AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND = 13'-10)" AS PER CHAPTER 5 OF TH 3 STORY BASED ANCHOR WITH 2 16 16 16 2020 BUILDING CODE OF NEW YORK AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH ASHRAE 90.1-2016 STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, , mike per hour = 0.447 m/s NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult and a 45-foot mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, CODE OF NEW YORK PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 17'-04 b RIGHT a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD . Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the pan el. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into RESIDENCE LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches frorm the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LAFRCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 ponds. 1615 PIKE STREET OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. MATTITU C K, NEW YO RK c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY'EFFICIENCY,AS PER THE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATIONJ CONSTRUCTION CODE OF NEW YORK I WHICHEVER PRODUCES THE GREATEST STRESSES. SCTM# 1000-1 40-02-4,5. 1 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWING TALE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 GENERAL NOTES EXISTING CRAWL SPACE159 sq.ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Morndctory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 NEW BASEMENT 448 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT 1184 sq.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a NEW FIRST FLOOR 448 sq.ft. NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENNT EX. FIRST FLOOR 1343 sq.ft. b c THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRAjION SKYLIGHT GLAZED CEILING wooD MASS FLOOR BASEMENT SLABd CRAWL EX. SECOND FLOOR 681 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORDD U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUEE WALL RNALUE SPACEo DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR 0 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGCb,e RNALUE RNALUE1 RNALUE &DEPTH RNALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is insstalled in a cavity which is less Lot Size - 25,000 sgft Lot Size = 25,000 sgft SEAL: DATE: EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the inssulation shall not be less than the 7 FUTURE GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. _ _ APRIL 23, 2025 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to alll glazed fenestration. House Lot Coverage - 1769 SgFt Max Habitable House Size - 3850.0 SgFt PROJECT NO: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the homne or R-13 cavity insulation at the Garage Lot Coverage - 785 SgFt First Floor 1791 SgFt interior of the basement wall. �_� 1190-2025 SUNROOM NA �.r 0.f rt`. DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD _ 1�- _ y ' *.�' NEW DECK NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home ror R-19 cavity insulation at the Second Floor 681 S Ft �F "� `" \ BDK interior of the basement wall. "15 19" shall be permitted to be met with R-13 coviit insulation on the interior of the Deck Lot Coverage - 551 SgFt g S J. / P Y ,C+ Cc, COVERED PORCHES NA Ot "� �' CHECKED BY: basement wall plus R-5 continuous insulation on the interior or exterior of the homne. "10/13" means R-10 continuous _ THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE New House Habitable Area - 2472 S((``��Ft COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation of the irnterior of the basement wall. Total Lot Coverage - 3105 SgFt `'� POOL HOUSE CABANA NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation _ S1HEET NUMBER: _ ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabbs shall not be required to Max Lot Coverage - 20% - 5000 S Ft ' h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slob g g SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Front yard setback - 40 / G 1 ` _ s4 c,� IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved(a) WITHOUT STORAGE �QF ��ta ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Side yard setback _- 15 ESSIN g. Alternatively, insulation sufficient to fill the framing cavity and providing not less thann on R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "134+5" means R-13 cavity insulation Both side yards setbacks - 35, DOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the Rear yard setback - 35' insulation is on the interior of the mass wall. 0 KEHL-DESIGN•ASSOCIATES, LLC SIMPSON STRONG TIE CO NNECTORS - SPECIFIED FOR CONSTRUCTION i USE A MINIMUM OF !% //• /_ /. � /.;-; TWO 8d NAILS THIS DOUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS LOAD SIDE OF CEILING JOIST �'- II FASTENERS LATERAL WITH TOTAL FOUR o 0 MODEL GA UPLIFT UPLIFT 133 160 8dx1�" CODE 8d NAILS /• m o °° ' AND ON SIDE OF RAFTER N0. TO AVG ( / ) REF. INTO TRUSS f NAILS RAFTERS/ TO TO ULT. 133& e-s- TRUSS PLATES STUDS (133) (160) F F2 ( l.! SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC i_ T PROPER INSTALLATION PROCEDURES residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 - e DIMENSIONS FASTENERS ALL IUPUFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ART "x12 c e (TOTAL) LENGTH OF EBOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o . P0,Box 1675 phone: I631I 433-9084 AVG INTO � ,• o Southold,New York 11971 E-Mail: ssbn654@optonline.net MOODEL GA MAX. CLEAR ULT. LFTA2 LFTA REF. PLATES o o .�° , WIDTHSPAN L OTY DIA 1�" 2" 2J" 3" 3�" 14" 2" 2J" 3» 3}" ° ° EIGHT-- 8d NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO LFTA 16 21" 17" 38j" 16-10d - 4200 1205 laao 5, 44, 85 sruD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o0 FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS} These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE NO. ULT. REF. L_ S T A 21 ° 10d 10d x 1}" ° (133 / 160) (133) (160) LFTA ° ideas, design and arrangements 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 112" 3116 1000 840 1000 3, 41, 128 ° °° o° HGA10 with any work or project other than for which MTS20 0 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° DETAIL "K" they have been prepared without written consent. ART�'x12 0 °° 0 a"W- DETAIL "IE" ° ° STU 8"- © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR L5T20 20 12-10d ,2-10d x 1 " 2383 775 720 720 3, 41 COUPLER NUT ° �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DOUG-FIR-LARCH Equal number of- ° TYPE OF DIRECTION OW PINE CC)DE specified nails in °° TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MODEL CONNEC- OF LOAD ALLOWABLE LOADS RE--F. each C h end WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE TION FLOOR ROOF (,33/ Simpson Strong-Tie SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT N0. (,00) (125) 160 G 515 645 670 A R T8 x1 2 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED CS16 5" DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. LTP4 5 J 515 645 670 6, 359, 97 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''2'9(DF/SP) (133) HOEDOWN ARTJ'x12 HOEDOWN DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2.3 AT HIGHEST REF. ° MODEL MACHINE AVG AT HIGHEST IN VERTICAL WOOD MEMBER ALLOWABLE No. BASE BODY 4 AN SHOR BOLTS ULT. ALLOWABLE LOAD DESIGN p° Acceptance of these drawings does not authorize the right to GA GA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF ° ° OTY DIA 2" 21" 3' 3 " 5}" LOAD THEIL PAT ° build without the authorization of local governing agencies, such ° as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 4�" 2J" 2J" 8" 2{�» �» 1�" �" 2 �' 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 ° Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS °° and requirements with such agencies prior to construction. No. W L STUD PLATE ULT. OF / SP CODE g g (133)2 (160) REF. WORK NOTES: SP4 3�" 71" 6-10d x 11" 2917 735 885 7, 40, 127 R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 2020 RESIDENTIAL CODES OF NO. GA W L NAILS 1000) (160)OR REF. o° NEW YORK STATE LSTA21 20 1 21 16-10d 905 11205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °GA FLOOR REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, WNO. L NAILS 100 (1:33) (160) MSTA24 18 1 " 24 1 - d 1oz5 n37o 16ao 7, aa, 90 Simpson Strong-Tie STU 8"- AND PARTS THEREOF SHALL BE CONSTRUCTED TO l-US46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, L E F SPACING REF. HD2A TAKE-UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS No. (LENGTH ND GA CUT LENGTH (TOTAL) (100j (133 / 160)2 °C• PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROw NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tte CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE DIMENSIONS FASTENERS ON. D u - I PINE A WABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL IF PATH THAT MEETS THE REQUIREMENTS FOR THE No. GA WV H B HEADERS JOISTS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1od ,sd ULT. (1,33)1(160)1 10d I 16d ,oa I 16d I 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3 " 4 " 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "P' CNW THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 38 9J" 2 - 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 COUPL5R NUT FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS U 8 - CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT LATERAL CODE SIMP 8 DEEMED TO COMPLY WITH THE REQUIREMENTS OF MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. THIS SECTION, TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F F2 160 TAKE-UP WASHER HGA10KT 14 4-SDS}"x,�" 4-SDS4"x3" 1523 435 435 1165 940 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE 1 PERMITTED SUBJECT TO THE LIMITATIONS OF THE • THIS CODE AND THE LIMITATIONS HEREIN. WHERE USE A MINIMUM OF MTS16 MTS16 SP4 I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TWO 8d NAILS THIS HD2A THESE STANDARDS, THE DESIGN SHALL COMPLY SIDE OF TRUSS. HD2A COUPLER NUT S P 4 I WITH THE BUILDING CODE OF NEW YORK STATE. TOTAL FOUR o /• 0 SE A MINIMUM OF » IINTO TRUSS SIDE OF TR`LS USS,THIS \ o°° STU "- L S T A 2 1 SIMPS❑N I ' ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL SIMPSON -Tie (WFCM) TOTAL FOUR , /. O TAKE-UP WASHER U S T A 21 Strong 2) AISI STANDARD FOR COLD-FORMED STEEL INTO TRUSS H U S 210-2 ad NAILS I FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ]CC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Two F, I . REV: e AtL TO ° ° PLATES °® D °o EIGHT TWO ° o 8d NAIL 8d NAIL o INTO `"T° , DETAIL "A" STUD Simpson Strong-Tie PLATES °m° 0 °o ° PROJECT: H7 EIGHT I "AIL DETAIL I'D" DETAIL DETAIL "J" B R I G H A INTD STUD Simpson Stirong-Tie H7 Simpson Strong-Tie DETAIL "L" RESIDENCE EFTA EFTA °° ° I BP ROD SYSTEM LFTA °° NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 1615 PIKE STREET ALL VENTS ARE TO BE: LOCATED AT THE REAR OF THE HOUSE - ALL VENT PIPES ARE TTO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 MATTITUCK, NEW YORK 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA, = 42.25 cu.ft. per vertical ft. SCTM# 1000-140-02-45. 1 I' 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. DRAWING TITLE: i•. I LTP4 NEW HOUSE ROOF AREA = 518 sq/ft SIMPSON WINDLOAD LTP4 MAIN HOUSE- V = A x R X C CHARTS & CALCULATIONS LTP4 / STRONG-TIE DETAILS / ° A = 518 sq/ft DETAIL "C" R = 2" RAINFALL = .17 ft PLUMBING DIAGRAM Simpson Strong-Tie 2nd FLOOR -3 THROUGH II 2nd FLOOR ROOF ROOF C - COEFF. - 1.0 AND Floor-to-Floor Connections V = 518 x 1 x ,166667 = 86,33 C.F. LTP4 DETAIL "B" ROOF RUN-OFF CALC. LTP4 2 3 ' 2" NOTES: Simpson Strong-Tie 3.. 86.33 / 42.25 VERTICAL FT, / FT = 2 V.F. NOTE: ADDITION IS LESS THAN 1000 SQ.IC T. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Ftoor-to-Floor Connections USE (1)8' DIA. POOL 2'-0 DEEP = 2 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" 2" ALL ROOF RUNOFF WILL BE CONTAINED ON SITE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Ridge d e Stropping r a I n 2 OR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY g pP g �" B THROOM 3 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 ,st FLOOR 3" THROUGH 3 3" THROUGH II 86.33 / 22.3 VERTICAL FT. / FT = 3.74 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2nd FLOOR USE (1)6' DIA. POOL 4 DEEP = 4 U.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ROOF ROOF 2„ 2•, 2' 3' N❑ SUBSTITUTIE]NS 3 3.• 3 3 3" SEAL: DATE: 3 3 EXISTING EXISTING POOLS TO BE PLACED ON OPPOSITE SIDE OF APRIL 23, 2025 All framing hardware shown On these ptans, KITCHEN LAUNDRY unless otherwise indicated, is Simpson Strong-Tie, NEW 2 EXISTING 2' 2" `3 2„ ROOM 2„ HOUSE AND/OR LEADERS TO BE PIPED TO PROJECT No: No substitutions are approved or tauthorized MASTER 3" GUEST 3" pp 2,• BATHROOM 2' BATHROOMF1 POOLS (1/2 OF THE ROOF TO DRAIN TO EACH - 1190-2025 Due to the relationships of framing hardware to ,st 2„ 2' POOL, \Y �'1�. DRAWN BY: the other components of the structure, any framing FLOOR ,st FLOOR MAINTAIN MIN, OF 20 FEET FROM SEPTIC �� �' 2•• 2• 2•• 2• .. a. J. BDK /�t p hardware substitutions will render these plans 3' 3 2' SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). ;/ ��� � CHECKED BY: null and void, and will result in the installer/contractor 2" assuming responsibility for the design and 3 3 4" F.A. VENT 6" ALL COVERS TO BE TRAFFIC BEARING IF LOCATED ,- ���ti �' SHEET NUMBER: performance of the entire system " ABOVE GRADE C.o. IN AREA WHERE TRAFFIC IS TO BE PRESENT. 4. ^/ 4" CI SEW ERAGE S",STEM APPROVED G�C`1`^ Ridge Strapping °AP IF A MULTIPLE POOL SYSTEM IS USED AROUND `,fESS10tl , LL Detail PLUMBING RISER DIAGRAM (NT S) THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: of ED KEHL-DESIGN-ASSOCIATES, Dc >%. i, J, 7/ /l j 3° 1s-1 2s-o -3Y 1s-o �•" � 19 3046 3046 3046 3046 KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting C B CD H ro Jul PO.Box phone: (631)433-9084 a 1 o u <11 Southold,6NewYork 11971 E-Mail: ssbn654@optonline.net A Jul co SUNROOM o 0 EXISTING CRAWL SPACE o o M o Kehl assign Associates,«C o formerly A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the UP �z 00 ideas, design and arrangements represented Nw wCD therein, are the property of KEHL DESIGN a Q �' hall be copied, disclosed Lto otlherpsoor rt t used oin sconnection � 030 2834 2440 2440 2630 P - - _--- - 2668 with any work or project other than for which 3068 13'-53/" o' -113/" 14'4, J — 12'-gj' they have been prepared without written consent. ELECTRIC wl PANEL EX. BATHR00 `' _ \ i" '-4Y" -1� ci � HOT — I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR WATER _04„ r 3Yz" PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL HTR COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT N o EX.CL 2068 o EX. KITCHENco " WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE FURNACE 2468 EX. HALL co o EX. DINING ROOM EX, LAUNDRY ROOM SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT CN co °' ^ -z" M co EXCTO BUSIDVELONLY Y TO NE THEBUYER, RE FROM WITHWRITTENSPROOFNS IS OF PURCHASED. EXISTING BASEMENT EXISTING BASEMENT N UP --3'-4v" ,DN 00 n "T \__ N Acceptance of these drawings does not authorize the right to 2668 I31F. 3'-1oY" build without the authorization of local governing agencies, such W8x18 Steel m W8x18 Steel Beam W8x18 Steel Beom W8x18 Steel Ream N ` as Suffolk County Dept. of Health Services, Town Building N 3Y 2Y, � 1 —� 2y" $Y• DN N Departments, DEC, Ietc. Verify all conditions, codes, N and requirements with such agencies prior to construction. WORK NOTES: UP EX. BEDROOM ��" O R301 DESIGN CRITERIA AS PER THE EX. KITCHEN 2020 RESIDENTIAL CODES OF _ 0 EX. LIVING ROOM EX. FOYER NEW YORK STATE I R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO PRINKL 5/ � 3'-3" SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, H2O -74 -6/4 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS TANK " 3� 19'-3� PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF SCWA 13'-54" a " 206 THE BUILDINGS AND STRUCTURES IN ACCORDANCE V 3068 WITH THE PROVISIONS OF THIS CODE SHALL RESULT 2440 2440 2630 EX. CL IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT THROUGH THE LOAD-RESISTING ELEMENTS TO THE HE 4242 PICT FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF B A B A THIS SECTION. Jul Dl 1 1 R301.1.1 ALTERNATE PROVISIONS 28' 3Y" 24'-1" 28'-2% AS AN ALTERNATIVE TO THE REQUIREMENTS IN 24'-0r 2'- SECTION R301.1 THE FOLLOWING STANDARDS ARE 2'-4° PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PROVIDE HURRICANE STRAPPING THESE STANDARDS, THE DESIGN SHALL COMPLY TING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN IN ACCORDANCE WITH THE WITH THE BUILDING CODE OF NEW YORK STATE. 2020 RESIDENTIAL COD[ OF = NEW YORK STATE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL SCALE: 1/4" 1'-0" SCALE: 1/4"= 1'-0" (WFCM) B 1 ALL HEADERS ARE TO BE 2) AISI STANDARD FOR COLD-FORMED STEEL EXISTING WALLS EXISTING WALLS (2)1/'X 9/" LVL UNLESS 3 t FRAMING - PRESCRIPTIVE METHOD FOR ONE- OTHERWISE NOTED AND TWO FAMILY DWELLINGS (AISI-S230) A 3) ICC STANDARDS ON THE DESIGN AND 1 NOTE: PROVIDE FIRE BREAKS CONSTRUCTION OF LOG STRUCTURES (ICC400) AS PER REV: 3y" THE 2020 28'- RESIDENTIAL CODE OF 7'-4" '- '-6%" -10 a NEW YORK STATE 2440 2440 2430 2430 -14 4'-84" " 3Y" PROJECT: D SEX. SEX. BATHR EX. BATHROOM o R I C A z M CL 0 RESIDENCE EX. BEDROOM 2068 206�, S C0 � -6'-5r D 1615 PIKE STREET co D tec oor N 7'-63/ MATTITUCK7 fVEVI YORK " 2068 32 EX, CL �" EX. CL 3r EX. HALL N SCTM# 1000-140-02-45. 1 2'-8� -3" -0�' DRAWING TITLE: 2068 D tec or EXISTING CONDITIONS CO � -a- N D tec o Cbrmbor EX. HALL " S AS NOTED � NOTES: 3y„ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE S CO EX. W PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 00 t D tec or 2068 _^ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE o EX. -1C o DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR " CL f ' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX.[BEDROOM o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. N � ' " SEAL: DATE: EX, BEDROOM APRIL 23, 2025 EX PROJECT NO: ,,� �" o 1190-2025 CL -0,':'J{ DRAWN BY: 3 /Stiii� tt?; •�\ CHECKED BD 12'-6" 1'-11� 12'-7° J. - -- - 1� 2440-- 2440 SHEET NUMBER: �, c,_ is tF•� � B � 16 84 V� A101 1 EXISTING SECOND FLOOR PLAN �FSS/ON � DUB NUMBER: OF SCALE: 1/4"= 1'-0" EXISTING WALLS 0 KEI IL-DESIGN-ASSOCIATES, Ltf 1 L' .:ii' •'r,;'`:j ji i % %. s. i .� ✓%. e � ice /00 APPROX. 41' OFF OF THE REAR PROPERTY LINE KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PC.Box 1675 phone: (631)433-9084 0 0 Southold,New York 11971 E-Mail ssbn654@optonline,net 0 0 Kehl Design Associates,LLC o formerly"D A K Associates,LLC 1i"x 7d° LVL Floor Joists EXISTING - - 1J"x 9�" LVL Floor Joists 143% 9j" LVL Floor Joists OWNERSHIP & USE OF DOCUMENTS: �-4 0 13'-0" 12'-0" These drawings and specifications including the 1J"x 5�" LVL Floor Joists 1J"z 57" LVL Floor Joists " (2)14"z 71" LVL Floor Joists (2)1 "z 7" LVL Floor Joists Ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 29'-�0" copied, disclosed to others or used in connection 1J"x 74" LVL Box Beam with any work or project other than for which 2x6 ACQ Sill 521_4- they have been prepared without written consent. Foundation 4" Sturdi-Floor 8" 0� _4" EXIS NG DECK EXISTING DECK © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR SHOWER FLOOR SYSTEM DETAIL PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3U1 NEW PLATFORM of WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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. o PROVIDE HANDRAIL - 0 AS PER NYS CODE 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 18'-5Y" _ Departments, DEC, FEMA, etc. Verify all conditions, codes, EXISTING DECK A and requirements with such agencies prior to construction, PROVIDE DRAIN AT THE BASE OF EXISTING CRAWL SPACE SEE SHOWER FLOOR STAIRS INTO DRYWELL CONTAINMENT WORK NOTES: SYSTEM DETAIL ABOVE 20"xlO"Conc. Footing 8" Poured Concrete Walls Min. 3'-0" Below Final R301 DESIGN CRITERIA AS PER THE _Grade— _ 2020 RESIDENTIAL CODES OF Note: Floor Joist Beneath —� o Z w NEW YORK STATE the Shower Area are z I ® 'w u to be Sistered with I — y i— — — — — — — — " — — — — — — — —1 I NQ o CO R301.1 APPLICATION BUILDINGS AND STRUCTURES, 1 "z 5" LVL to Allow vxr i I (--3'-0" ( I AND PARTS THEREOF SHALL BE CONSTRUCTED TO for the Pitch to be I i 3068 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD Established in the I Ixv j 3'-0"x3'-0"xl'-0" -- LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, Shower I Conc. Ftg. ELECTRIC With (5)�5 Rebar SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Re PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF Equally Spaced E.W. o 32"x16" Vinyl Gliding I I I n i �, WA�ER THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT / \ i _ NEW BASEMENT IN A PATH SYSTEM HSAT MEETS HEOVIDES A REQUI REQUIREMETE ENTS THE LOAD Basement window i i i N N HTR TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN o EXISTING BASEMENT EXISTING BASEMENT THROUGH THE LOAD-RESISTING ELEMENTS TO THE FURNACE ` FOUNDATION. BUILDINGS AND STRUCTURES v\ i -ay CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 20"x10" Conc. Footing I z I �x I r NEW FOOTING r7 DEEMED TO COMPLY WITH THE REQUIREMENTS OF Min. 3'-0" Below Final I f I ° __ I � DETAILS Existing Concrete Block to be THIS SECTION. Grade I I 4" Dia. Steel Column Filled Solid with Concrete and Insert(1)#4 Rebar in Each R301.1.1 ALTERNATE PROVISIONS TVertical opening. UP AS AN ALTERNATIVE TO THE REQUIREMENTS IN I(2)14"x9 " LVL irder rt (2)1j"x94" LVL Girder SECTION R301.1 THE FOLLOWING STANDARDS ARE ECT TO THE ATIONS OF THE Fxistinq W8x18 Steel Bparn FxistinQ W8x18 Steel Ream Existing W8x15 Stpel Ream FxistinQ W8x18 Steel Ream PERMITTED S (CODE AND J THE LIMITATIONSTHEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH N THESE STANDARDS, THE DESIGN SHALL COMPLY i o o WITH THE BUILDING CODE OF NEW YORK STATE. 1 AWC WOOD FRAMED CONSTRUCTION MANUAL 8" Poured Concrete Walls N ( UP 2) AISI STANDARD FOR COLD-FORMED STEEL 132"xl6" Vinyl Gliding FRAMING - PRESCRIPTIVE METHOD FOR ONE- Basement Window NEW BASEMENT EXISTING BASEMENT EXISTING BASEMENT AND TWO FAMILY DWELLINGS (AISI-S230) x x 3) ICC STANDARDS ON THE DESIGN AND I CONSTRUCTION OF LOG STRUCTURES (ICC400) 20"xl3 Conc, Footing PRINKL Min. ' REV: -0" Below Final H2O Grade TAN K 20"x10" Conc. Footing SCWA I Min. 3'-0" Below Final 8" Poured Concrete Walls Grade I- - - - - — — . - - - - - - - - _J U PROJECT: BRIGHAI Line of Walk out Bow RESIDENCE Window Unit Above J, 1615 PIKE STREET MATTITUCK, NEW YORK C A 30l Dl l SCTM# 1000-140-02-45. 1 DRAWING TITLE: 23'_7y" 28'-212 EXISTING CONDITIONS 18'4/2" 1'-10" AS NOTED NOTES: NEW FOUNDATION PLAN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY 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 SCALE: 1/4" = 1'-0" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EXISTING WALLS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DA1 E: NEW WALLS APRIL 23, 2025 PROJECT NO: ALL NEW CONSTRUCTION T(0 BE PRESCRIPTIVE DESIGN PROVIDE HURRICANE STRAPPING --- 1190-2025 IN ACCORDANCE WITH THE ��_�` rat:1, DRAWN BY: IN ACCORDANCE WITH 2020 REsIYORK L CODE of ��P cQ t4,, BDK SECTION R402 BUILDING THERMAL ENVELOPE OF THE NEW PORK STATE ^- CHECKED BY: fy, ENERGY CONSERVATION CODE OF NEW YORK ALL HEADERS ARE TO BE H�EI NUMBER: ---�.} (2)13/"X 9%" LVL UNLESS71 OTHERWISE VOTED 16,94 Al 02 NOTE: PROVIDE FIRE BREAKS �FESS)OAQ�' AS PER THE 2020 DOB NUMBER: OF RESIDENTIAL CODE OF NEW YORK STATE KEHL-DESIGN-ASSOCIATES, LLc "V IM //2,", Elul — KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 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. B 1 © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 5Y2COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 18'- " 1-9� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 5.-7Y" '-4" -s" 7'-9Y" 16'-0' 28'-0" SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT �'-9Y -tY," �'-sY" -tY" -8�" -3;6 -9� -2," TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3046 3046 3046 3046 C Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such CD as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, 301 and requirements with such agencies prior to construction. CD CD EX. SUNROOM WORK NOTES: R301 DESIGN CRITERIA AS PER THE NEW WINDOWS SET AT 8'-0" NEW t 2020 RESIDENTIAL CODES OF Aw251v Aw251v ; NEW YORK STATE o 0 (2)14"x5"LVL HEADER (2)1 "x5'LVL HEADE N ' R301.1 APPLICATION BUILDINGS AND STRUCTURES, S S 2834 2440 2440 2630 T AND PARTS THEREOF SHALL BE CONSTRUCTED TO 5Y" " .-0� �" - - 2668 _ SAFELY SUPPORT ALL LOADS, INCLUDING DEAD Fan 2" 13'-5/ U-0- ' � rm � � A LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, ATTIC EX. BATHR00 ' SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ACCESS I " a I PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF NEW N 7 5'-4Y," —8'-12 v THE BUILDINGS AND STRUCTURES IN ACCORDANCE NEW L_ _ J WITH THE PROVISIONS OF THIS CODE SHALL RESULT WALK-IN 3 W2 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD MASTER 0\,, CLOSET pPATH THAT MEETS THE REQUIREMENTS FOR THE BATHROOM2868 2468 2068 p TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 2'-0" EX. KITCHEN °� THROUGH THE LOAD-RESISTING ELEMENTS TO THE S�tc�O p EX, DINING ROOM EX. LAUNDRY ROOM ` FOUNDATION. BUILDINGS AND STRUCTURES S CO NEW HALL D or EX. HALL mN CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE D tec or RCo ; ~' DEEMED TO COMPLY WITH THE REQUIREMENTS OF C o co THIS SECTION. �L / 2868 5068 DD N [ C DN Go R301.1,1 ALTERNATE PROVISIONS 11'-9Y" J'-9" — 13'-53/" e AS AN ALTERNATIVE TO THE REQUIREMENTS IN S0 SECTION R301.1 THE FOLLOWING STANDARDS ARE D tec or PERMITTED SUBJECT TO THE LIMITATIONS OF THE C o 2668 BIF DN THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ` THESE STANDARDS, THE DESIGN SHALL COMPLY EXISTING WITH THE BUILDING CODE OF NEW YORK STATE. BEDROOM 1 1) AWC WOOD FRAMED CONSTRUCTION MANUAL w N WFCM Z a = NEW MASTER NEW O O 2)(AISI STANDARD FOR COLD-FORMED STEEL DEN I N ROOM EX. KITCHEN UPFRA ANDMING — PRESCRIPTIVE TWO FAMILY DWELLINGSE(AIOSID--S230)FOR NE- 3: - BEDROOM _ O O EX. LIVING ROOM EX. FOYER v, w N 3) ICC STANDARDS ON THE DESIGN AND Z ¢ CONSTRUCTION OF LOG STRUCTURES (ICC400) L_ REV: 0 0 5Y 11'-6" (2)14"x9l"LVL HEADER V2" NEW NEW 2630 3 EX. CL L 0 3046 3046 F WINDOWS SET AT 8'-0" N -1 g� (2)14"x5 'LUL PROJECT: 31042 PICT HEADER 2' NEW � DRIGHAM � 4D56'-1�.�� B1 A, RESIDENCE G 1 C '-6Y" 12'-1" 4'-11Y" gI,-1oy" 1 Or-aY," 2'-2 4'—L2'-3—1 3'-10" 1615 PIKE STREET -24" -24" 23'_," 28'-22 MATTITUCK, NEW YORK 18'-5Y° 1'-9Y" SCTM# 1000-140-02-45. 1 DRAWING TITLE: EXISTING CONDITIONS NEW FIRST FLOOR PLAN ADDITION AS NOTED NOTES: SCALE: 1/4" = 1'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE �S HVAC CEILING SUPPLY LOCATION(W.I.F.) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE EXISTING WALLS 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 PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWII OR NEW WALLS R HVAC CEILING RETURN LOCATIOMI(V.I,F,) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN SEAL: DATE: APRIN ACCORDANCE WITH PROJECT NO23, 2025 SECTION R402, BUILDING THERMAL EINVELOPE OF THE PROVIDE HURRICANE STRAPPING _..... 1190-2025 N ACCORDANCE WITH THE � DRAWN BY: ENERGY CONSERVATION CODE OF NEW YORK 2020 RESIDENTIAL CODE of S�'' {, BDK SECTION R402, BUILDING THERMAL EINVELOPE OF THE NEW YORK STATE °�" CHECKED BY: ENERGY CONSERVATION CODE OF NEW YORK ALL HEADERS ARE TO BE �'- (2)14"X 9Y" LVL UNLESS EI NUMBER: OTHERWISE NOTED ` <�,� {{{ Al 03 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 DOB NUMBER: OF RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN"ASSOCIATES, LLr i X/1' KEHL DESIGN ASSOCIATES LLc residential & commercial design c consulting - PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonl;ne.net Kehl Design Associates,LLC o formerly D A K Associates,LLC j � .OWNERSHIP & USE OF DOCUMENTS: 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 JHLL.� - - ..___..._— they have been prepared without written consent. Rl - - ® � III R © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR � 1'-��" _- NEW NEW NEW MlEW NEW =_ - TW2056 TW3056 TW2056 TW13046 TW3046 =- — PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE a_ 44.86'IS THE ACTUAL SETBACK OFF OF THE PROPERTY ON THE LEFT __ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT __ TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 44'-10 1 „6 - EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2,-1A Acceptance of these drawings does not authorize the right to FRONT ELEVATION 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, SCALE: 1/4"= 1'-0" and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE J = TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY A 2 v A 2� v WITH THE BUILDING CODE OF NEW YORK STATE. �-- ®-LUL1) AWC WOOD FRAMED CONSTRUCTION MANUAL ___ (WFC M) Q J �Ml2) AISI STANDARD FOR COLD-FORMED STEEL a 34'-6" _ FRAMING - PRESCRIPTIVE METHOD FOR ONE- ' 34.5' IS THE ACTUAL SETBACK OFF OF THE PROPERTY AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND IN THE FRONT CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: I REAR ELEVATION_ PROJECT: SCALE: 1/4'"'= 1'-0" - BRIG HAM PROVIDE HURRICANE STRAPPING RESIDENCE \ J � IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF �\ NEW YORK STATE 1615 PIKE STREET ALL HEADERS ARE TO BE MATTITU C K, NEW YORK j (2)I%"X 9%" LVL UII'-ESS oTHERW�sE NaTED SCTM# 1000-140-02-45. 1 \�\\ NOTE: PROVIDE FIRE BREAKS DRAWING TITLE: AS PER THE 2020 EXISTING CONDITIONS _ I RESIDENTIAL CODE OF I' NEW YORK STATE AS NOTED 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 �I - „1 1Y2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL - - - DIMENSION THAT CLEAR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE THE HEIGHT RESTRICTION DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT h h FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, A DATE: 45' IS THE EXISTING ACTUAL SETBACK OFF OF THE PROPERTY APRIL 23, 2025 ---- = PROJECT NO: -- - - _ LLN2 A v -- - INHLIL THE REAR OF THE HOUSE DIMENSION THAT CLEAR FIF - c r�r�' �" ,� 1 190-2025 /��� --C,- \�"'l DRAWN BY: J J \ THE HEIGHT RESTRICTION li [I�� o BDK -- I Cl- I 4 � to « o _ 'e�ECKED BY: o .. 0 y" '_O�" - ` '� SHEET NUMBER: 1,-6%" 4 A201 ' 1" �'tFESSI���P\, - 43.94' IS THE ACTUAL SETBACK OFF OF THE PROPERTY IN LEFT ELEVATION THE FRONT RIGHT ELEVATION- DOB NUMBER: OF ©KEHL-DESIGN•ASSOCIATES, LU SCALE: 114"= 1'-0" SCALE: 1/4"= 1'-0" ,�/, 7 /; ../CMG:ii,.:%r.,i:.:./:.,,,%/G..,.i v:,•-✓,%..,%4G:.;;.'G...i;;:,l. _ j vo KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 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. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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. EXISTING RIDGE VENT EXISTING 2x8 RIDGE BEAM EXISTING ARCHITECTURAL GRADE ROOF SHINGLE EXISTING 15# FELT Acceptance of these drawings does not authorize the right to EXISTING �" CDX EXT. ROOF SHEATHING build without the authorization of local governing agencies, such EXISTING 26-16" oc RAFTERS as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. EXISTING ATTIC HURRICANE STRAPPING— RIDGE VENT WORK NOTES: 2x8 RIDGE BEAM R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL GRADE ROOF SHINGLE 2xs-16 oc CEILING J I EXISTING RIDGE VENT 2020 RESIDENTIAL CODES OF EXISTING 2x8 RIDGE BEAM ICE & WATERSHEILD NEW YORK STATE EXISTING ARCHITECTURAL GRADE ROOF SHINGLE I" CDX EXT. ROOF SHEATHING EXISTING DOUBLE 2x4 TOP PLATES R-19 INSULATION R-19 INSULATION 1H-01 R301.1 APPLICATION BUILDINGS AND STRUCTURES, EXISTING 2z6 STUDS 16"oc, EXISTING 15#FELT 2x6-16" oc RAFTERS AND PARTS THEREOF SHALL BE CONSTRUCTED TO EXISTING CDX EXTERIOR SHEATHING EXISTING J" CDX EXT. ROOF SHEATHING SAFELY SUPPORT ALL LOADS, INCLUDING DEAD EXISTING 15# FELT o EXISTING BEDROOM EXISTING BEDROOM EXISTING 26-16" oc RAFTERS NEW ATTIC LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTING R-11 INSULATION 2X4 VERTICAL SUPPORTS SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF EXISTING VINYL SIDING INSULATION BAFFLE @ 16"oc• THE BUILDINGS AND STRUCTURES IN ACCORDANCE EXISTING ATTIC WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXISTING SUBFLOOR x - 6-1 oc ILI J IN A SYSTEM THAT PROVIDES A COMPLETE LOAD EXISTING 2x4 SHOE PATH THAT MEETS THE REQUIREMENTS FOR THE EXISTING 2x8 BOX BEAM 2x8-16" oc FLOOR JOISTS x - oc CEILNq JOISTS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DOUBLE 26 TOP PLATES— THROUGH THE LOAD—RESISTING ELEMENTS TO THE 26 STUDS 16"oc. R-30 INSULATION R-30 INSULATION FOUNDATION, BUILDINGS AND STRUCTURES EXISTING DOUBLE 2x4 TOP PLATES EXISTING DOUBLE 2x4 TOP PLATES R-19 INSULATION R-19 INSULATION CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE EXISTING 2x6 STUDS 16"oc. EXISTING 2x6 STUDS 16"oc. B IN HOUSE WRAP CDX EXTERIOR SHEATHING - DEEMED TO COMPLY WITH THE REQUIREMENTS OF EXISTING CDX EXTERIOR SHEATHING EXISTING CDX EXTERIOR SHEATHING R-21 INSULATION— - THIS SECTION. -21 EXISTING BLUESKIN HOUSE WRAP EXISTING 151 FELT NEW MASTER EXISTING R-11 INSULATION EXISTING DINING ROOM EXISTING R-11 INSULATION EXISTING BEDROOM EXISTING EXISTING NNYL SIDING OR - _� R301.1.1 ALTERNATE PROVISIONS EXISTING LIVING ROOM HARDI-PLANK BEDROOM AS AN ALTERNATIVE TO THE REQUIREMENTS IN EXISTING VINYL SIDING EXISTING VINYL SIDING HALL BATHROOM VERIFY WITH OWNER SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXISTING SUBFLOOR 26 SHOE " STURN-FLOOR SUBFLOOR 1i"x 71"LVL Floor Joists @ 16"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY EXISTING 2x4 SHOE EXISTING 2x4 SHOE MATCH EXISTING 7 WITH THE BUILDING CODE OF NEW YORK STATE. EXISTING 2x8 BOX BEAM EXISTING 2x8 BOX BEAM EXISTING 26 ACQ SILL 2x8-16" oc FLOOR JOISTS EXISTING 2x6 ACO SILL 2x8-16" oc FLOOR JOISTS EXISTING SILL SEAL / TERMITE SHEILD EXISTING SILL SEAL/TERMITE SHEILD #5 HORIZONTAL (2)1 "x9 LVL Girder 1) AWC WOOD FRAMED CONSTRUCTION MANUAL EXISTING ANCHOR BOLTS EXISTING W8x18 STEEL BEAM �� EXISTING ANCHOR BOLTS EXISTING W8x18 STEEL BEAM �� REBAR (WFCM) x18" ANCHOR 2) AISI STANDARD FOR COLD—FORMED STEEL R-30 INSULATION EXISTING8" POURED CONCRETE FOUNDATION EXISTING8" POURED CONCRETE FOUNDATION FRAMING — PRESCRIPTIVE METHOD FOR ONE— EXISTING BASEMENT EXISTING BASEMENT EXISTING BASEMENT EXISTING BASEMENT BOLTS 32"oc. AND TWO FAMILY DWELLINGS (AISI—S230) EXISTING DAMP PROOFING EXISTING DAMP PROOFING 10'-1r4 J0'-6�" #5 VERTICAL 4" Dia. Steel Column 3) ICC STANDARDS ON THE DESIGN AND REBAR 4'-0"oc. o CONSTRUCTION OF LOG STRUCTURES (ICC400) EXISTING 4" DIA. STEEL COLUMN EXISTING 4" DIA. STEEL COLUMN o NEW BASEMENT NEW BASEMENT DAMP PROOFING REV: EXISTING 4" P.C. SLAB EXISTING 4" P.C. SLAB #5 HORIZONTAL 4" P.C. SLAB REBAR EXISTING 16"x8" CONC. FOOTING " 16"x8" CONC. FOOTING MIN. S-O" BELOW FINAL GRADE EXISTING 24 z24"z12" CONC. FOOTING MIN. 3'-0" BELOW FINAL GRADE 24"x24"z12" CONC. FOOTING 3'-0"x3'-0"x1'-0" "'41 Conc. Ftg. With (5)#5 Rebor Equally Spaced E.W PROJECT: 2 CONE, B R I G H A(MIN.3IN.3'-0" BELOWW FINAL GRADE) W/(3) #5 REBAR L.W. AND #5 REBAR 24"oc. S.W. RESIDENCE CROSS SECTION CROSSSECTION C."'OROSS SECTION 1615 PIKE STREET NATTITUCK, NEW YORK SCALE: 1/4" = 1' 01 SCALE: 1/4"= 1'-0" 0 1 SCALE: 1/4"= 1'-0" 3 0-0" 1 SCTM# 1000-140-02-45. 1 DRAWING TITLE: ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN EXISTING CONDITIONS IN ACCORDANCE WITH ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN AS NOTED IN ACCORDANCE VWITH IN ACCORDANCE WITH SECTION R402, BUILDING THERMAL ENVELOPE OF THE SECTION R402 BUILDING THERMALENVELOPE OF THE NOTES: ' SECTION R402 BUILDING THERMAL ENVELOPE O F THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ENERGY CONSERVATION CODE OF N E W YO R K ' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ENERGY CONSERVATION CODE OF NEW YORK ENERGY CONSERVATION CODE OF NEW YORK 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 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: APRIL 23, 2025 PROJECT NO: 1190-2025 PROVIDE HURRICANE STRAPPING �� �V, y DRAWN BY: IN ACCORDANCE WITH THE p�YV J' �0N BDK 2020 RESIDENTIAL CODE OF ;,:i O0 CHECKED BY: NEW YORK, STATE J_ SHEET NUMBER: ALL HEADERS ARE TO C (2)1%"X 9%" LVL UNLESS OTHERWSE NOTED � SIO ��z A301 `�FESNP� NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DES]GN-ASSOCIATES, ur