Loading...
HomeMy WebLinkAbout51532-Z i o4, souryO` Town of Southold ° P.O. Box 1179 woe 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46691 Date: 11/17/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1300 Indian Neck Ln Peconic, NY 11958 Sec/Block/Lot: 86.4-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/04/2024 Pursuant to which Building Permit No. 51532 and dated: 01/08/2025 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 including a covered front porch, rear deck & rear covered porch to an existing single-family dwelling as applied for. The certificate is issued to: Cunningham Fmly 2021 Ir Tr Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51532 10/03/2025 PLUMBERS CERTIFICATION: A oriz d Si atu e *of Sao,., to TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �o���OUM'i.Nf 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#: 51532 Date: 01/08/2025 Permission is hereby granted to: Cunningham Fmly 2021 Ir Tr 1300 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to existing single family dwelling as applied for. Premises Located at: 1300 Indian Neck Ln, Peconic, NY 11958 SCTM#86.-4-4 Pursuant to application dated 12/04/2024 and approved by the Building Inspector. To expire on 01/08/2027. Contractors: Required Inspections: Fees: CO Single Family Dwelling-Addition /Alteration $100.00 Single Family Dwelling- Addition&Alteration $873.00 Total 973.00 Building Inspector pF SO(/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q 01y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cunningham Family 2021 Irrevocable Trust Address: 1300 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit#: 51532 Section: 86 Block: 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Glens Electric License No: 4770ME SITE DETAILS Office Use Only Indoor rV—' Basement IWO Service Solar F Outdoor 1st Floor Pool r Spa Renovation F%0 2nd Floor I— Hot Tub r Generator (— Addition rl"I Attic I— Garage Battery Storage INVENTORY Service 1 ph rv-0 Heat Duplec Recpt 18 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph [- Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 6' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Hood, Garbage Disp., 200A Panel 40 Circuit/ 23 Used Notes: Reno of Kitchen, Living Rm, HVAC & Service -Addition on Back of House Inspector Signature: X Date: October 3, 2025 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 1300i ndian NeckAddition&Service SOUIyo# TOWN OF SOUTHOLD BUILDING DEPT. 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: ao DATE INSPECTOR 67 TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ .] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION 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: 4v ez,m eP�d ro azo- - - a s �v 1 DID- eAd e iZ9 �v L U L`s. V aWI LA� �,t s u6t AooM 6,9i Ok, DATE INSPECTOR o��OF SOUIyo r-3 0,6 ( �- f TOWN SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. °] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS. Q- K DATE /7/ INSPECTOR OF SOUTyo� TOWN "OF SOUTHOLD BUILDING DEPT. courm,N�'i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] R GH PLBG. [ ] FOUNDATION 2ND [ JNSULATION/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: Sv I Qlf ov? N[ o/r, Ok- DATE lo'o'l^o?S_ INSPECTOR ` OF SOUTyOIo � � -- --- �O" �F SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: 6 cl� k" rafp::::: eA W 0,2 Ic-f DATE INSPECTOR ho��OE 50UT�°� # # TOWN OF SOUTHOLD BUILDING DEPT. coor+n, 631-765-1802 � INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROVdH 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 1110. EMARKS: co POKY► � R� ��L� C�%ten, tavv il000'n J DATE I INSPECTO 3 1 �- :._ >. .. �� ,o�r �. J � � �� �r �' rrrr � � r �� � err rr � :�.� �� � ■ �� � � .� � ■� .,: _��,.. _ �. '�,, �.`� � � � ._`6 ., •. ... .y. +. .. .: ... .. ._ 61 ..� ..vl. F q �'. t.,R1 .. _ .. .. .. � t,„' �, 1'0.if.�y ','ayt�' �,�• ' S ( :, `I •� - y f. ' , .� - .. y � - �� ��:� ,., .. . _ �.a A t _'.Yy 1 ��a. _� �^�. cY Tr....... _.____ r. .',. {°�,a t .x��`�' r �.� r �{ i t 4 ` ��/ s ,� = � �. , � � � .,�,: 1 `� - � 'I _. .� ,yy __ �_ ��� �� �' —� •�� �� �� � ��� �� �� �� _ �� / � �� ' 1 � �� � ' �� �� J �� � f � ` -� L, � ! � �. 1 c ��w � ^1 �< �.. .. �� e � ma's*1 ,. 1 �}, '� � a F� � .1�131w �' i�h1��: 4 '.. \ � 1 S ..i. 'a \ y`--:. ��.. � r e Y— ■ East End Insulatibn L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF PROJECT INFO: DATE OF INSTALL-5/23/2025 1300 INDIAN NECK LANE PECONIC, NY 11-6cation nsullations ROOF RAFTERS 2LB CLOSED 5 NOMINAL R-38 CELL SPRAY FOAM ------------------------------------- ---------------------------- ------------- --------------------------- ............ FLAT CEILING/ FIBERGLASS 5.5+9.25 R-51 FALSE RAFTERS BATT R-21 + R-30 ---------------------------------------------------------------- -------------------- .............................. ABOVE GRADE N/A EXTERIOR WALLS 2X6 ----------------------------------------- ---------------------------------------- ...................................... ABOVE GRADE FIBERGLASS 3.5 R-15 EXTERIOR WALLS BATT 2X4 -------------------------------------------------------------------------------- ................................. FRAMED FLOOR FIBERGLASS 9.25 R-30 BATT --------------------- ------------------------------------------------ ----------------------------------- ............ BASEMENT N/A FOUNDATION WALLS ------------------------------------------------------------------------------------------------------------------------- THERMAL/ N/A IGNITION BARRIER .................................................................................................................. FLOOR JOISTS N/A -------------------- ------------------------------------......----------------....----=--------------------------- WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS ------------------ ----------- ------------------ ----------------------------------------- ............................. FRAMED FLOOR ROCKWOOL AFB 3 --------------------------------- --------- --------------------------------------------------------- -----• --- ------------------------------------------------------------------------------------------------- ------ ---------- DATE OF FIRE-STOP: 5/23/2025 s a Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP:5/23/2025 SPL IT- SYSTEM HEAT PUMP 001A CERTIFIED C www,a h rid i rectory. , , Ullitary Small HP rj Certitication applies only when the complete system listed with AHRI R, MAY 1 2 2025 CONFORMS TO D ANSI/UL STD. 1995 �'°Ilse=nc� Dl pat"e�nt CERTIFIED TO lawn of Southold 1CUS CANJCSA STD. eT C22.2 NO.236 Intertek < H > 9700058 MODEL SUZ-KA30NA2 SERVICE REF. SUZ-KA30NAITH VOLTS PHASE Hz UNIT SUPPLY 230 1 60 MAX.VOLTAGE 253 MIN.VOLTAGE 187 APPROVED FOR HACR BREAKERS OR TIME DELAY FUSES. MAX.FUSE 31 AMPS MIN.CIRCUIT AMPACITY 17 FLA woff PLM FAN MOTOR 1.00 60 RLA LRA COMPWSBOR 13.0 16.0 SCCR 5 kA R R41a — fACW OWW 4 LEIS. 14 OZ. IF M LQW LK EXCEEDS 25 FT., PLUS 2.69 OZ. FT. LIQUO 8�01 4 SIDE _Q_LO SIDE BVTABLE FOR t11iRW 06TALLATION. WA _2L IN SEPW 40. 32POO845 ..ACOWCOtATION .,, VWSA i7N:7 Mom SUZmKAJUNAZ SERcEREF. SUZ=KA30NA2,TH VOLTS PHASE Hz UNIT SUPPLY 230 1 60 MAX.VOLTAGE 253 1 MIN,VOLTAGE 187 APPROVED FOR HACR BREAKERS M AY 2 2025 OR TIME DELAY FUSES. e, is� MAX.FUSE 31 AMPS MIN. CIRCUIT AMPACITY 11 ,ovfn of So u Li,otd F.L.A. W(WTRM FAN MOTOR 1.00 60 R.LA. I.R.A. COMPREW 13.0 16.0 SCCR 5 kA REFRIGERANT R4�QA FACTORY CHARGED 4 LBS. 14 OZ, IF THE LIQUID LINE EXCEEDS 25 FT., PLUS 2.69 OZ. ' PER ADDITIONAL 5 FT. LIQUID LINE. DESIGN PRESSURE PSIG 601 HI SIDE .. LO SIDE SUITABLE FOR OUTDOOR INSTALLATION. WEIGH .. .. a. ■ ■ SERIAL N0. 32POO845 ' FIELD INSPECTION REPORT DATE I COMMENTS L 04- o FOUNDATION (1ST) - - -- - � ------------------------------------ -- �.[ Mtn FOUNDATION (2ND) - z Lot Oft ROUGH FRAMING& a PLUMBING 09 _ n � 1 • -�) �1/l 4%.-of l/ G' / ��• IL G'ov x INSULATION PER N.Y. STATE ENERGY CODE - 1 l ti Jsi vas � — 11 - - FINAL - —.-- ADDITIONAL COMMENTS , OR -7 el'���_ 2a wi �u✓a- 2 oft �S'fTL�cfv�c. S l�•as t Al /,JX 4e- Mini 5PI4,16 - a$-a� NcM,c.�t _ -.-- �-l`-l� -- x — x o�oSuaFoi��oo TOWN OF SOUTHOLD-BUILDING DEPARTMENT N� y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy • c��,� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 3� Building Inspector: ! 1 1 I DEC - 4 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- Project Address: 130.O Phone#: 516 — 23(0_3 0 Email: Mailing Address: CONTACT PERSON: Name: ___ !SF Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: 3 '1T } +r�NL._ �s LLC." Mailing Address:. . 26S �t}p5` .�.wE 5N5 �4. A (I-)I LI Phone#: ��I_y..3 J'���. 8 4. Email: �� �( 0 I. .b� CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure CAAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes, Mo Will excess fill be removed from premises? ❑Yes XNo 1 s r PROPERTY INFORMATION Existing use of property: cso Intended use of property: �, _ sctLa - FAH&� . � s. - 9 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Flo IF YES, PROVIDE A COPY. heck 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 210.45 of the New York State Penal Law.. Application Submitted By(print name): �;Ch _C nn i►1_h0 ❑Authorized Agent Owner _.. Signature of Applicant: Date: 2 - 14- STATE OF NEW YORK) SS: COUNTY OF 51A -01 K ) 161 a hn I n ch cm being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing cont above named, (S)he is the L ref R (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 Dfcern P ,20j o ary Public TRACEY L. aER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.OfD4VF306900 <;,!J.?J_lFlED IN SUFFOLK COUNT V (Where the applicant is not the owner) CgMbll':;g:ANXPi9E8 J4JI�E 30,2 /p 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 o��SUFEO(,�cOG BUILDING DEPARTMENT- Electrical Inspector �� yam► TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 �•tj0 �O� Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' jamesha-southoldtownny.gov — seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ° Electrician's Name: License No.: 6 EFe_ Elec. email: Elec. Phone request an email copy of Certificate of ompliance Elec. Address.: ® �aX c JOB SITE INFORMATION (All Information Required) Name: Address: 47oo Cross Street:Phone No.: No.: Bldg.Permit#: `"j.�3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: oc� Circle All That Apply: Is job ready for inspection?: YES ❑ NO PIRough In ❑ Final Do you need a Temp Certificate?: ❑ YES O Issued On Temp Information: (All information required) ervice Size 1 Ph❑3 Ph Size: -�990 A # Meters Old Meter# View Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect[:]Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 'OS�FFp BUILDING DEPARTMENT- Electrical Inspector ��0 Gym►*i TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ^►� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ' Electrician's Name: --- 6 License No.: Y Fe -Ate Elec. email: Elec. Phone No: g f-,;L=L, -0 request an email copy of Certificate of ompliance Elec. Address.: e7 434)X JOB SITE INFORMATION (All Information Required) Name: . Address: Cross Street: Phone No.: Bldg.Permit#: 5/i5` -2,- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): / / Square Footage: , Circle All That Apply: -7 Is job ready for inspection?: E YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES O Issued On Temp Information: (All information required) ervice Size 1 Ph❑3 Ph Size: �s A # Meters Old Meter# ew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]underground 26verhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y FIN Additional Information: �/ PAYMENT DUE AYMENTDUE WITH APPLICATION PERMIT# Address: Switches [f— Outlets GFI's Surface Sconces H H's r c UC Lts S Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven s- Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower r AC AH Hood Blower Service Amps V Have �Qjjsecl Sub Amps Have Used Comments Town Hall Annex Yy Telephone(631)765-1802 54375 Main Road Fax(631)'765-9502 P.O. Box 1179 coo 2 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: IR\VC�A_P_A AQ.)cy CQ2JN \AA Location of Property: lSoo —,LegNI" rAF c,y__ t—A,,iZ Please take notice that the (check applicable line): New commercial or residential structure �C 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): Floor framing, including girders and beams (F) Roof framing (R) �C Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 SUR VEY OF ROaD ( .R. 25 ) PROPERTY MAIN AT PECONIC N 1„V TOWN OF SOUTHOL D N/0/F 9RUCE C. & BARBARA S. (3EOR01 0 Z SUFFOLK COUNTY, N. Y. Q 1000 — 86 — 04 — . 04 Scale 1" = 30' A ug. 3, 1988 [u I NW 12' 4011E a4s -. plow W i V Zow smw sTbOfila f _�-�- 4.?' � l _-------- aes 4 O ws p W sroNy 0 0 % a n- ►.1 co CERTIFIED Too asp LONG ISLAND SA VINGS BANK O ti i � W.R. WEYER 2 cr asri sin AWL � s .. wan 81'Z1' � N/OIF PETER F. a DOLORES A. JACOBS N yc V SAND `3 do sG L Q N.Y.S. LIC. NO. 49618 _ Prop orod la aoeorda�oo irllh /he mlalmum Z U slondards for We surveys as oslabMaked �r C RVEYORS, P.C. i by Ike UA.L.& ad ��epprrovod oad adeplod for such use by The t%PW York Sla/o Load N, 76 5020 Tills Assoelallom y tip. �� 909 Tc� D D, N.Y. 11971 AR _ A 79 KEHL DESIGN ASSOCIATES, weI acamrclea.aon.<ww 1 PD.Bw 16T5 pale:V3114 SolAlldd New Yoh 11991 E-Mok Mbr08aptc These dro—gs and specifications lnclud:ng I ideas•design and o ongem—ts represents therein..are the property of KEHL DESIGN ASSOCIATES.LLC.No part thereof shall be DECK DECK copleo,disclosed to others or used In connec with any work or project other than f wri 75•-p- they have been prepared without wr.tten cone T7-a3E '-113F e)E I'-TIE ©COPYRrAT 2024 KEHL DESIGN ASSOCIATES,LC.AL Ft -TK I e-NF -33E +3f RANT AM ELEVATIONS ARE PROTECTED U DEP FEDERAL COPYRIGHT LAW.PLANS MAY NOl BE REPRODUCED WWI WRITTEN 11WHONiZATION.ALL PLANS AND D"LSICNS ARE THE 4, SOLE PROPERTY OF KEHL DESIGN ASSOCIATES,LLC.THE RI( 'S NEW PS81611L vA ,��T - TO BIRD ONLY ONE STRUCTURE FROM THESE PLANS IS LrI ETCLUSPIELY TO THE BUYER,NTH WRITTEN PROOF U PUR( in R S� 'I 2.6 rase Raners ILAUNDRYI - Fcttplantt of?here trawings does not wUor¢e the right I RDDM I W Guild without the mthoriZo?ion of kol ytye ing ages, I L__J as SJNdk Canty Dept.of Health Senoices.Town Vdng DINING ROOK' �� g � Depertments,DEC.FEMA etc verify of condiGoos,code! 6., 5 COVERED § aln R-ne I 2868 PpC aid rewienenls with such agencies price to cons?rucfo 9 rs I .5 Mom Rollers PORCH WORK NOTES: MUDROOM 8 ceiNn;Not. j'R R301 DESIGN CRITERIA AS PER THE 202 DL CODES OF NEW YORK STATE R30 I I APPLICATION BUILDINGS PARTS THEREOF SHALL AND BE CONSTRUCTED x SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOA( SNOW LOADS.W.ND LOADS AND SEISMIC LOAD' H 6 Fake ! PRESCRBED BY THIS CODE. THE CONSTRUCTIO m? = KITCHEN ` THE BUILDINGS AND STRUCTURES IN ACCORDAI O WITH THE PROVISIONS OF THIS CODE SHALL RE IN A SYSTEM THAT PROVIDES A COMPLETE LO, S+ ii PATH THAT MEETS THE REQUIREMENTS FOR TH N I- € �'. 'RANSFER OF LOADS FROM THEIR PONT OP 01 _ BEDROOM THROUGH 7HE LOAD—RESISTING ELEMENTS TO B'Ceding Mgt. u n S,R FOUNDATION.BUILDUGS AND STRUCTURES H _ - CONSTRUCTED AS PRESCRIBED BY THIS CODE — �s6 False Rolt DEEMED TO COMPLY WTH THE REQUIREMENTS THIS SECTION. es y668 8 R301.1.1 ALTERNATE PROVISIONS a I \ m I SEC AS TI AN ALTERNATIVE TO THE REOIREMENTS IN e PERMIOTTEDRSUBJECT TO THE FOLLOWING STANDARDS OFSTI THIS CODE AND THE LIMITATIONS HEREIN.WHEl CeiRlq Tronsition _ I - ( ENGINEERED DESIGN IS USED IN CONJUNCTION ---_-- THESE STANDARDS. THE DESIGN SHALL COMPL' E i;tirq WITH THE BUILDING CODE OF NEW YORK STATE Main R� F bee Mai,.Ridge Lire "� � Min Rid Yain R;s e ne �.�,^R.c.:,... '.-ins C� CL Te 1 AWC WOOD FRAMED CONSTRUCTION MANUAL (wFCM) 2)AISI STANDARD FOR COLD—FORMED STEEL FRAMING O 0 NI TWO FA LY DWELL DWELLINGS(AISII—S230)AND M 3)ICC STANDARDS ON THE DESIGN AND � w IMNGROOM CONSTRUCTION OF LOG STRUCTURES(ICCaO( 8 CO a Hgt. CE REV : I BEDROOM 8 C,lro Hot. ' v CJLL, CUNNINGHAM EX--J7e2�x L EX.3042- Ex.3012 _ RESIDENCE 1300 INDIAN NECK LAN PECONIC, NEW YORK ® SCTM#1000-086-04-04 DRAWING TITLE. " �s T xs E '-0=s -Ix-- T-o•.-- NEW FIRST FLOOR REFLECTIVE CEILING PLA NOTES Tia PLANS ARE M RSTR14ENT OF TlL SOINCT A,41 ARE HE PROPERf1 Dg%KarESSIaNAL 7k14 SEk IS AFFnTO HERETO!1R:NCFWNES 1hl- PRESEaTEO IC M%TJEST Q NT IT 1HC Uw CO•:IR1CiCRS SN.Ut 1' FLiD COVI➢ONS AND(NUEN9W1 RA BE SOttY R(S°DF9R(FaR EBB 1 n E llSGN PROITMONk AS9AIS NO Utlf FOR 0180 S M TO UIa:N r r n i n r r� n r T r n n i n n i r n r n r n i n i waararN R,n novel_ a ANrNw aAa 1...�N,I 1 Generated by REScheck-Web Software Compliance Certificate Project Cunningham Residence Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: Addition Project SubType: None Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 1300 Indian Neck Lane Richard Cunningham Brett Kehl Peconic, NY 11958 1300 Indian Neck Lane Kehl Design Assoc. LLC. Peconic, NY 11958 265 jasmine Lane 516-297-8688 Southold, NY 11971 631-433-9084 SSBN654@OPTONLINE.NET trade-offCom pi'laInce-1 Passes,using UA Compliance: 0.0%Better Than Code Maximum UA: 69 Your UA: 69 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 106 19.0 30.0 0.020 0.026 2 3 Ceiling 1: Cathedral Ceiling 95 19.0 30.0 0.020 0.026 2 2 Ceiling 2: Cathedral Ceiling 95 38.5 0.0 0.027 0.026 3 2 Wall: Wood Frame, 16"o.c. 96 15.0 0.0 0.077 0.060 7 6 Orientation: Left side Wall 1: Wood Frame, 16"o.c. 232 15.0 0.0 0.077 0.060 13 10 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.26 54 0.300 0.320 16 17 Orientation: Back Project Title: Cunningham Residence Report date: 10/31/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Perimeter Window:Wood Frame SHGC: 0.31 10 0.300 0.320 3 3 Orientation: Back Wall 2:Wood Frame, 16"o.c. 96 15.0 0.0 0.077 0.060 5 4 Orientation: Right side Door:Glass Door(over 50%glazing) SHGC: 0.18 20 0.280 0.320 6 6 Orientation: Right side Window 1: Metal Frame w/Thermal Break SHGC: 0.31 7 0.300 0.320 2 2- Orientation: Right side Floor:All-Wood Joist/Truss 299 30.0 0.0 0.033 0.047 10 14 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda ry require is listed in the REScheck Inspection Checklist. P II ® /P?AZD\JCA-- Lf Name-Title Signatur Date Project Title: Cunningham Residence Report date: 10/31/24 Data filename: Page 2 of 2 AMEND R301 DESIGN CRITERIA AS PER THE PROVIDE HURRICANE STRAPPING • 2020 RESIDENTIAL CODES OF ---- ---- IN ACCORDANCE WITH THE NEW YORK STATE 2020 RESIDENTIAL CODE OF 3068 NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, v AND PARTS THEREOF SHALL BE CONSTRUCTED TO ALL HEADERS ARE TO BE _ SAFELY SUPPORT ALL LOADS, INCLUDING DEAD DESIGN ASSOCIATES i1.c 0D � b LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, (2)1%°X LVL UNLESS N I N I SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS residential a commercial design • consulting OTHERWISE NOTED — N PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF o THE BUILDINGS AND STRUCTURES IN ACCORDANCE 2 2x8 Hdr. WITH THE PROVISIONS OF THIS CODE SHALL RESULT NOTE: PROVIDE FIRE BREAKS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PO.Box1675 phone: (631�433-9084 AS PER PATH THAT MEETS THE REQUIREMENTS FOR THE Southold,New York 11971 E-Mail: ubn654@optonlhe.net THE 2020 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN RESIDENTIAL CODE OF THROUGH THE LOAD—RESISTING ELEMENTS TO THE NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES Kehl Design Associates,l_Lc•Former D A KAssociates,LLC r_I• CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 51i DEEMED TO COMPLY WITH THE REQUIREMENTS OF OWNERSHIP & USE OF DOCUMENTS: 2 _p• THIS SECTION. These drawings and specifications including the FRONT PORC H PLAN AN R30 ALTERNATE PROVISIONS ideas, design and arrangements represented AS AN ALTERNATIVE TO THE REQUIREMENTS IN therein, are the property of KEHL DESIGN SECTION R301.1 THE FOLLOWING STANDARDS ARE ASSOCIATES, LLC. No part thereof shall be PERMITTED SUBJECT TO THE LIMITATIONS OF THE copied, disclosed to others or used in connection SCALE: 1/4"= 1'-0" THIS CODE AND THE LIMITATIONS HEREIN. WHERE with any work or project other than for which (SEE PAGE Al 03 FOR LOCATION ENGINEERED DESIGN IS USED IN CONJUNCTION WITH they have been prepared without written consent. THESE STANDARDS, THE DESIGN SHALL COMPLY 2X8 RIDGE BEAM WITH THE BUILDING CODE OF NEW YORK STATE. ASPHALT ROOF TO MATCH EXISTING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 15# FELT ON 7/16" SHEATHING ON RIDGE VENT (WFCM) PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2x6_ ROOF RAFTERS HURRICANE STRAPPING 2) AISI STANDARD FOR COLD—FORMED STEEL FLASHING FRAMING — PRESCRIPTIVE METHOD FOR ONE— COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AND TWO FAMILY DWELLINGS (AISI-5230) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE PROVIDE HURRICANE 3) ICC STANDARDS ON THE DESIGN AND SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT STRAPPING ATTACHED 2x6 CEILING JOISTS CONSTRUCTION OF LOG STRUCTURES (ICC400) TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED TO GIRDER AND WRAPPING ®16"oc. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. OVER THE RAFTERS AND THE 6" FASCIA NOTES: CEILING JOISTS THESE PLANS ARE AN INSTRUMENT OF THE SERNCE AND ARE THE PROPERTY OF THE 2x PACKING TO BE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS ELL BE COVERED WITH AZEK PROSECUTED TO THE FULLEST EXTENT OF THE LAW.CONTRACTORS SHALL VERIFY ALL Acceptance of these drawings does not authorize the right to OR EQUAL. ,� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE build without the authorization of local governing agencies, such x 6 AZEK OR EQUAL DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR as Suffolk Count Dept. of Health Services, Town Building 2-1i"x5j" LVL GIRDER BEADED SOFFIT VENT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Y P g FORMALLY ACKNOWLEDGED AS REMSION TO THESE PLANS. Departments, DEC, FEMA, etc. Verify all conditions, codes, 6x6 P.T POST WRAPPED SEAL: DATE: and requirements with such agencies prior to construction. W/ J"x (FINISH PER 13 OCTOBER 13, 2024 REV: PROJECT NO: CONTRACT) (TYP) �EQF NEjfi BLUE STONE TREADS84-2024 PROJECT: POST BASE SIMPSON J �P . Co—C r0 DRAWN BY: CUNNINGHAM 6x6 (INSTALL PER MANUF 1 ��N p�,o ,P� BDK SPECS) W/ 1/2" DIA x 8" * , ��r * CHECKED BY: RESIDENCE GALV ANCHOR BOLT - 8" CONC. FOUNDATION �� � SHEET .NUMBER: 1300 INDIAN NECK LANE 16"WIDE x 8 THICK FRONTRQmCH- !ftAN aU� PECONIC, NEW YORK CONC. FTG. MIN. 3'-0" EssioNa`'�` Al 03 BELOW FINAL GRADE SCALE: 1/4"= 1'-0" MAY - 6 2025 SCTM# 1000-086-04-04 DOB NUMBER: OF [DRAWING TITLE: e �Ctln�0953 "!�rtment 0 M—DESIGN ASSOCIATES,a NEW PORCH P LA N -town 01 WORK NOTES: PROVIDE HURRICANE STRAPPING APPROVED AS NOTED R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF IN ACCORDANCE WITH THE 0 2 NEW YORK STATE --- _ - - 2020 RESIDENTIAL CODE OF 68 � DATE• P.P•NEW YORK STATEAT'h"1414" • R301.1 APPLICATION BUILDINGS AND STRUCTURES,FEEBY. AND PARTS THEREOF SHALL BE CONSTRUCTED TOALL HEADERS ARE TO BE X NOTIFY BUILDINGDEPARTMENTAT SAFELY SUPPORT ALL LOADS, INCLUDING DEADjj�+ (�T/�(2)1a"X 9�" LVL UNLESS _x `� 0 631-7W18W 8AMTO4PM FOR THE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, KEHL DESIGN ASSOCIATES, LLC OTHERWISE NOTED > FOLLOWING INSPECTIONS: SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS residential & commercial desi n o consultin ' v 1. FOUNDATION-TWOREOUIRED PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF g g THE BUILDINGS AND STRUCTURES IN ACCORDANCE (2)1 'x5 FOR POURED CONCRETE WITH THE PROVISIONS OF THIS CODE SHALL RESUL NOTE: PROVIDE FIRE BREAKS L dr. 2. ROUGH-FRAMING&PLUMBING IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PO.Box 1675 phone; (631)433 9084 AS PER 3. INSULATION PATH THAT MEETS THE REQUIREMENTS FOR THE THE 2020 4. FINAL-CONSTRUCTION MUST TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN Souf hold,New York 11971 E-Mail: ssbn654@optonline.nef RESIDENTIAL CODE OF BE COMPLETE FOR CO THROUGH THE LOAD—RESISTING ELEMENTS TO THE . . NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES Kehl ResignAssoaates,LLCoformerlyDAKAssoclates,LLC T-1° ALL.CONSTRUCTION) SHALL MEET THE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE V s" W REQUIREMENTS OFTHE CODES OF NEW DEEMED TO COMPLY WITH THE REQUIREMENTS OF OWNERSHIP & USE OF DOCUMENTS: -0• YORK STATE, NOT RESPONSIBLE FOR THIS SECTION. ION These drawings and specifications including the FRONT PORCH PLA I' R30AN ALTERNATE PROVISIONS ideas, design and arrangements represented AS AN ALTERNATIVE TO THE REQUIREMENTS IN therein, are the property of KEHL DESIGN SECTION R301.1 THE FOLLOWING STANDARDS ARE ASSOCIATES, L.L.C. No part thereof shall be PERMITTED SUBJECT TO THE LIMITATIONS OF THE copied, disclosed to others or used in connection SCALE: 1/4"= 1'-0" THIS CODE AND THE LIMITATIONS HEREIN. WHERE with any work or project other than for which (SEE PAGE A103 FOR LOCATION) ENGINEERED DESIGN IS USED IN CONJUNCTION WITH they have been prepared without written consent. THESE STANDARDS, THE DESIGN SHALL COMPLY 2X8 RIDGE BEAM WITH THE BUILDING CODE OF NEW YORK STATE. ASPHALT ROOF TO MATCH EXISTING 15# FELT ON 7/16" SHEATHING ON RIDGE VENT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 2x6 ROOF RAFTERS (WFCM) PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL FLASHING HURRICANE STRAPPING 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROVIDE HURRICANE AND TWO FAMILY DWELLINGS (AISI—S230) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE STRAPPING ATTACHED 3) ICC STANDARDS ON THE DESIGN AND SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO GIRDER AND WRAPPING 2x6 CEILING JOISTS CONSTRUCTION OF LOG STRUCTURES (ICC400) TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED OVER THE RAFTERS AND THE @16"oc. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE.CEILING JOISTS 6" FASCIA NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x PACKING TO BE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL COVERED WITH AZEK Acceptance of these drawings does not authorize the right to OR EQUAL. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE "x 6" AZEK OR EQUAL DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR build without the authorization of local governing agencies, such 2-14"x5 " LVL GIRDER Ea� BEADED SOFFIT VENT UNFORESEEN HELD CONDI110NS AND OR ADDITIONS BASED UPON COMMENTS NOT as Suffolk County Dept. of Health Services, Town Building FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Departments, DEC, FEMA, etc. Verify all conditions, codes, 6x6 P.T POST WRAPPED SEAL: DATE: and requirements with such agencies prior to construction. W/ 15% (FINISH PER 0 OCTOBER 13, 2024 REV: CONTRACT) (TYP) F PROJECT NO: Co f ` =� 1184-2024 PROJECT POST BASE SIMPSON 1 BLUE STONE TREADS �.� u1\ DRAWN BY: CUNNINGHAM 6x6 (INSTALL PER MANUF 'O SPECS) W/ 1/2" DIA x 8" z"r „ r BDK - GALV ANCHOR BOLT ;,� CKED�. BY: RESIDENCE 8" CONC. FOUNDATION SHEET NUMBER: 1300 INDIAN NECK LANE 16"WIDE x 8 THICK FRONT PORCH PLAN Fo 051 --� - � PECONIC NEW PORK CONC. FTG. MIN. 3'-0" ESSIDN��" AlBE 0. F AL(. GRADE SCALE: 1/4"= 1'-0" 03 SCTM# 1000-086-04-04 DE luJ DOB NUMBER: OF G TITLE: . FKEHL-DESIGN-ASSOCIATES, uc r NEW PORCH PLAN N 1 3 2025 7oUd ..SouthOld E)epaet�eh¢ °� of WORK NOTES: R301 DESIGN CRITERIA AS PER THE PROVIDE HURRICANE STRAPPINGlou—'KNidir.' �• _03 2020 RESIDENTIAL CODES OF --- ---- IN ACCORDANCE WITH THE _� NEW YORK STATE Eft 2020 RESIDENTIAL CODE OF 3068 -- -NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO ALL HEADERS ARE TO BExl= X F SAFELY SUPPORT ALL LOADS, INCLUDING DEAD KEHL DESIGN ASSOCIATES LLC o LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, (2)1 a"X 9%" LVL UNLESS �� � ' ' SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS OTHERWISE NOTEDJ residential & commercial design o consulting c14 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE J'x5WITH THE PROVISIONS OF THIS CODE SHALL RESUL NOTE: PROVIDE FIRE BREAKS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PO.Box1675 phone: (631)433-9084 AS PER PATH THAT MEETS THE REQUIREMENTS FOR THE Southold,New York 11971 E-Mail: ssbn654@optonline.net THE 2020 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN RESIDENTIAL CODE OF THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NEW YORK STATE Kehl e,ign Assocates LLC o formerly D A K Associates,LLC y_I• CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF OWNERSHIP & USE OF-DOCUMENTS: -0° THIS SECTION. FRONT PORCH PLAN These drawings and specifications including the R301.1.1 ALTERNATE PROVISIONS ideas, design and arrangements represented AS AN ALTERNATIVE TO THE REQUIREMENTS IN therein, are the property of KEHL DESIGN SECTION R301.1 THE FOLLOWING STANDARDS ARE ASSOCIATES, LLC. No part thereof shall be PERMITTED SUBJECT TO THE LIMITATIONS OF THE copied, disclosed to others or used in connection SCALE: 1/4"= 1'-0" THIS CODE AND THE LIMITATIONS HEREIN. WHERE with any work or project other than for which (SEE PAGE A103 FOR LOCATION) ENGINEERED DESIGN IS USED IN CONJUNCTION WITH they have been prepared without written consent. THESE STANDARDS, THE DESIGN SHALL COMPLY 2X8 RIDGE BEAM WITH THE BUILDING CODE OF NEW YORK STATE. ASPHALT ROOF TO MATCH EXISTING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 15# FELT ON 7/16" SHEATHING ON RIDGE VENT (WFCM) POLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2x6 ROOF RAFTERS HURRICANE STRAPPING 2) AISI STANDARD FOR COLD-FORMED STEEL FLASHING FRAMING - PRESCRIPTIVE METHOD FOR ONE— COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AND TWO FAMILY DWELLINGS (AISI—S230) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE PROVIDE HURRICANE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT STRAPPING ATTACHED 3) ICC STANDARDS ON THE DESIGN AND TO GIRDER AND WRAPPING 2x6 CEILING JOISTS CONSTRUCTION OF LOG STRUCTURES (ICC400) TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED OVER THE RAFTERS AND THE @16"oc. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTES: CEILING JOISTS 6" FASCIA THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x PACKING TO BE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Acceptance of these drawings does not authorize the right to COVERED WITH AZEK HELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE p g g OR EQUAL. ❑ build without the authorization of local governing agencies, such � �"x 6" AZEK OR EQUAL DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR as Suffolk County Dept. of Health Services, Town Building 2-14"x5 LVL GIRDER ❑❑ BEADED SOFFIT VENT UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Y P g FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Departments, DEC, FEMA, etc. Verify all conditions, codes, 6x6 P.T POST WRAPPED SEAL: DATE: and requirements with such agencies prior to construction. W/ J"x (FINISH PER I OCTOBER 13, 2024 REV: CONTRACT) (TYP) PROJECT NO: POST BASE SIMPSON �„ , F.OF NEW r PROJECT: 1184-2024 CUNNINGHAM 1� BLUE STONE TREADS �� J OON�, �� DRAWN BY: 6x6 (INSTALL PER MANUF / p O SPECS) W/ 1/2" DIA x 8" BDK GALV ANCHOR BOLT __ I-1u� stir',^� ECKED BY: RESIDENCE 8" CONIC. FOUNDATION r SHEET NUMBER: 1300 INDIAN NECK LANE 16"WIDE x 8 THICK FRONT PORCH PLAN --tV, 51 8 PECONIC, NEW YORK CONC. FTG. MIN. 3 -0 ESSI��P Al 0 3 BELOW FINAL GRADE ISCALE: 1/4"= 1'-0" SCTM# 1000-086-04-04 E C E � U E DOB NUMBER: OF DRAWING TITLE: r1p KEHL•DESIGN•ASSOCIATES, NEW PORCH PLAN u J A N 1 3 2025 Building Department Town of Southold i f f ...t F' AFEROVED AS NOTE® OCCUPANCY OR MATE:l�-a B.P# s3a USE IS UNLAWFUL -EE g BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENTAT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE , INSPECTIONS: . j}_0N-TWO REQUIRED "...;RED CONCRETE J: FRAMING&PLUMBING COMPLY WITH ALL CODES OF 3. FIN1INAL-CON NEW YORK STATE&TOWN CODES 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE OUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNING BOARD YORK STATE NOT RESPONSIBLE FOR �UTNOID TOWN TRUSTEES DESIGN OR CONSTRUCTON:ERROR$ N.Y.S.DEC SOROLD HPC SMD TRUSS PLACARDING REQUIRED PLUMBING RETA114 STORM WATER RUNOFF ALL PLUMBING WASTE PURSUANT TO CHAPTER 236 &WATER LINES NEED OF THE TOWN CODE. TESTING BEFORE COVER;. ��MQdfRED ," GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION °i� ' 1 ; y';:,1 '� % i % 0 N T R A C T 0 R N 0 T E SGeneral Notes: / ei,,.///„/ /. _ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larlch #2 or better. % I Irk i L mri�' 2, FIRE SAFETY: 7 � � - � 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 REQUIREMENTS 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 RIULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential S, commercial design o consulting PRACTICES. DEC - 42)?, 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box l615 phone: I6311 433-9084 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. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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,LLCoformerlyDAKAssociates,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 FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 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- Fb - 825 PSI C. HEAVY DROP CLOTHS. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIIRED 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 8• a. Laminated Veneer Lumber (LVL): ACCUMULATION. 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 = 1 ,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 9 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 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 MXAY 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. OF THE FIRST FLOOR ARE TO BE REVIEWIED 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. Acceptance of these drawings does not authorize the right to 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 WJORK 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 USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE FLOUTING 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 `.ELL 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 ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY 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 OR3ANIZATION 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 OR OWNER, THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESID)ENTIAL 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 SNOW 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 WEATHERIrNG DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sqft 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 LLARGE 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 PRO-TECTION 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 STRUCTURESCONSTRUCTED AS PRESCRIBED BY THIS CODE ARE OCCUPANCY OR USE LIVE r PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AND A `.SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 20,'� RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PRED)RILLED 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 b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER: TABLE R3301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY IINSTALLED 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 ROODF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR , EAC`� CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R40 R-3 (SINGLE FAMILY() HABITABLE ATTICS AND ATTICS SERVED k11H FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. - THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) ; 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD I THESE STANDARDS, THE DESIGN SHALL COMPLY STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE C F CHAPTER 6, TABLE R602.3(1) OF THE 2020 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS al 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL (WFCM) < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL C- CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 2) AISI STANDARD FOR COLD-FORMED STEEL INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h AND TWO FAMILY DWELLINGS (AISI-5230) NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCO17C`ANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGESa a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEE15 THE REQUIREMENTS FOR THE TRANSFER OF 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTION OF LOG STRUCTURES (ICC400) NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE To THE AVERAGE HEIGHT of R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTI.ON R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE HIGHEST ROOF SURFACE 30 Ya INCH DIAMETER LAGSCREW- 3 STORY BASED ANCHOR WITH 2 16 16 16 =13'-1 " AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER CHAPTER 5 OF THE STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE. 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 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vuit and a 45-foot mean roof height. PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 16'-6R" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) b. Fasteners shall be installed at opposing ends of the wood structural palpa CUNNINGHAM a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the (panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (IC6400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embetdment length of 2 inches minimum into f- 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 2Yz inches lfrorn 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 NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER AACCCORME ODARTI WITHAN IN ASSUTHEPL D E C THEL 42 INCHES THIS LIVE EIGHT BYN 4 INCHES NOT I AWIDTH,SSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1300 I N DIAN NECK LANE OR ALL EXT. DECK FRAMING MATERIAL CCA INC PINE ##2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. PECONIC, NEW YORK 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 CONSEVATFION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. SCTM# 1000-086-04-04 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION)CODE OF NEW YORK DRAWING TITLE: 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 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PEER 2020 ENERGY GENERAL NOTES EXISTING CRAWL SPACE NA 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 "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW CRAWL SPACE 299 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. BASEMENT 928 sq.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. NEW FIRST FLOOR 299 sq.ft. (NY)TABLE R402.1.2 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 928 s ft. b q' THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FFLOCR BASEMENTc SLAB d CRAWL a DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAMEWALL WALL R-'WAWE WALL R-VALUE SPACE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC III R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT 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 0.32 0.55 0.40 49 200R13+5h 8113 199 10/13 10,2ft 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is; installed in a cavity which is less 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 they insulation shall not be less than the NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. LOT DATA AND CRITERIA HOUSE DATA AND CRITERIAOCTOBER 13, 2024 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies too all glazed fenestration. 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 home or R-13 cavity insulation at the 1184-2024 interior of the basement wall. NEW SCREENED PORCH NA ��(;F f-_ � DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD (� '`P DECK TO BE REMOVED 360 sq.ft. "15/19" means R-15 continuous insulation on the interior or exterior of the horme or R-19 cavity insulation at the Lot Size = 20,516 S ft s, J. `i7 BDK MEMBER DEPTH. "1 �� CU,, interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the O •s -•`%%� NEW DECK 332 sq.ft. _ CHECKED BY: q' basement wall plus R-5 continuous insulation on the interior or exterior of the (home. "10/13" means R-10 continuous eW First Floor 1227 S Ft 4, �^.� �' � NEW SUNROOM NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavityinsulation at tl-he interior of the basement wall. Max Habitable House Size - 3401 .6 SgFt q DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS _ <r''�.' SUNROOM REMOVED 144 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slob area of o heated slab in addition to Ithe required slab edge insulation o New House Habitable Area - 3401 .6 SgFt I SHEET NUMBER: COVERED PORCHES 56 sq.ft. R-value for slabs, as indicated in the table. The slab edge insulation for heotedl slabs shall not be required to Max Lot Coverage = 20 /� - 41 03.2 SgFt r` COVERED ENTRANCE 40 sq.ft. h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab Total Lot Coverage for - 2001 S Ft SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE Front yard setback = 40' g q G POOL HOUSE CABANA NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved �C� 1 ACCESSORY STRUCTURE NA IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE % f. Reserved Side yard setback = 15 £s�io ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+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 op>plies when more than half the Rear yard setback - 50, insulation is on the interior of the mass wall. 0 KEHL•DESIGN°ASSOCIATES, LLC r I / SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION ' USE A MINIMUM OF /� /,;G,.� / / .r% D U - I LA H 0. N U LIFTSIDE OF TRUSS. FASTENERS Z 0 0 TWO 8d NAILS TH[S o PROVIDE (1) HGAIOKT ON "' ----- ---- - \ - =vi ALLOWJABLE LOADS �'2 LOAD LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT (133/160) 8dx14" CODE SIDE OF CEILING JOIST 8d NAILS AND ON SIDE OF RAFTER NO. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ PLATES STUDS ULT. (133) ((160) F F2 (133& STU "- ° TRUSS 160) SIMPSON NOTE: REFER TO H7 16 4-8d 2-8d 8-8d 2991 930 5985 400 5, 44 CONNECTORS MANUAL FOR ALLSON FOOT NOTES AND e CONSTRUCTION TAKE-UP WASHER =� KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES _ •j_ residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 5950 650 5, 44 0 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS TWO ° ARTJ'x12 e e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL a P0.Box 1675 phone: (631)433 9084 MODEL GA AVG 2 CODE INTO N0. r CLEAR ULT. LFTA LFTA REF. PLATES °® o• Southold,New York 11911 E Mail: ssbn654@opfonline,net SPAN L OTY DIA 1j" 2" 2 " 3" 3 ' 1 2" 21" 3" 3" EIGHT ° •, 8d NAIL S P 4 Kehl Design Associates,LLC o formerly^D A K Associates,LLC 1205 1400 5, 44, 85 INTO LFTA 16 2}" 17" 38J' 15-10d — 4200 STUD °DOUG-FIR. LARCH / S0. PINE OWNERSHIP & USE OF DOCUMENTS: FASTENERS 2 ALLOWAB3LE UPLIFT LOADS 3 MODEL L AVG 10dd lOd x 1}" CODE These drawings and specifications including the NO. ULT. REF. LFTA ° 10d 10d x IJ" (133 / 1160) (133) (160) L S T A 21 ° ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN o ASSOCIATES, LLC. No part thereof shall be MTS16 18 14-10d 14-10d x 1�" 3116 10000 840 1000 3, 41, 128 0 °o Simpson Strong-Tie copied, disclosed to others or used in connection • HGA10 ' °° with any work or project other than for which MTS20 o 20 14-lOd 14-lOd x 1 3116 10000 840 1000 3, 41, 128 0 ° ° DETAIL "I�" they have been prepared without written consent. ART�'x12 , ° 0 0 �j STU 8"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR LST20 PO 12-10d 12-10d x 12° 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" °o DOUG-FIR-LARCH Equal number of �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL TYPE OF DIRECTION So. PINE CODE specified nails in °° TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT p MODEL CONTION - OF LOAD ALLOWABLE LOADS REF. each end Simpson Strong—Tie. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE TION FLOOR ROOF (133/ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT N0. (100) (125) 160 G 515 645 670 CS16 ART8"x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 515 1 645 1 670 ALLOWABLE TENSION LOADS""' DF SP 133 HOLDOWN MATERIAL DIMENSIOMIS FASTENERS ( / ) ( ) HOEDOWN ART "x12 DEFLECTION DEFLECTION CODE °°o STUD LENGTH OF BOLT 2,3 AT HIGHEST o0 MODEL MACHINE AVG AT HIGHEST REF, N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE Acceptance of these drawings does not authorize the right to BASE BODY < s e BOLTS ALLOWABLE LOAD DESIGN AT o®° build without the authorization of local governing agencies, such GA GA HB SB W H 8 SO CL DIA'. DESIGN OTY DIA 1�" 2" 2�" 3" 3�" 5�" LOAD WHEN RAISED OFF o HD2A 16 12 4r6" 2;1" 2J" 8" 2a" ill1 " J' 2 F 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 o o as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOWA4BLE UPLIFT LOADS and requirements with such agencies prior to construction. AVG / N0. W L STUD PLATE ULT. (1335)2 OF SP (160) RODE SP4 3j" 7}" 6-10d x 11" 2917 7357 885 7, 40, 127 WORK N S: 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWAaBLE TENSION LOADS cooE R301 DESIGN CRITERIA AS PER THE A FLOOR 2020 RESIDENTIAL CODES OF N0. W L NAILS 100 (133) (160) °O LSTA21 20 1 " 21 - 905 1205 1 1295 7, 40, 90 °o NEW YORK STATE DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOOR REF• R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. W L NAILS 1 (133) (160) Simpson Strong-Tie STU 5,, AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 1 1 " 1 4 18-10a 1 1025 1 1370 1 1640 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, NO. L END GA CUT LENGTH (;TOTAL) 2 SPACING REF. HD2A TAKE—UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (LENGTH L (100) F (133 / 150) °C PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL NOTED. FAILURE TO COMPLY WITH ALL NOTES IN A SYSTEM THAT PROVIDES A COMPLETE LOAD N0. GA HEADERS AVG UPLIFT FLOOR100 SNOW115 ROOF125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DIMENSIONS FASTENERS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DNI. - DETAIL "F" PATH THAT MEETS THE REQUIREMENTS FOR THE W H B 1Od 15d JOISTS UL'T. (133)(160) 10d 16d 10d 16d 10d 16d REF' ALL LIABILITIES ON THE CONTRACTOR. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3{" 4J" 2 II II NW— 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL I THROUGH THE LOAD-RESISTING ELEMENTS TO THE 14 3J" 9a"' 2 COUPLER NUT HUS210-2 8-16d 8-16d so176 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 5 FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH SO PINE tE LOADS— STU 8 — CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE MODEL FASTENERS UPPLIFT LATERAL CODE UPLIFT (133/160) REF. SIMPSON DEEMED TO No. GA ul'.T. COMPLY WITH THE REQUIREMENTS OF TAKE—UP WASHER THIS SECTION. TO RAFTERS TO PLATES TO STUDS (133) 060) F F2 160 R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDS14"xl�" 4-SDSJ"x3" 1523 435 435 1165 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE USE A MINIMUM OF MTS16 SP4 o. THIS CODE AND THE LIMITATIONS HEREIN. WHERE TWO 8d NAILS THIS MTS16 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SIDE OF TRUSS. HD2A CNW- THESE STANDARDS, THE DESIGN SHALL COMPLY TOTAL FOUR /. . 0 SE A MINIMUM OF o COUPLER NUT S P 4 WITH THE BUILDING CODE OF NEW YORK STATE. 8d NAILS TWO 8d NAILS THIS STU "- INTO TRUSSSIDE OF TRUSS. °°° o SIMPSON LSTA21 SIMPSIMPSONN II 8 A N CH 0 R B 0 L TS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL TOTAL FOUR /• • 0 • oo TAKE-UP WASHER Strong—Tie (WFCM) 8d NAILSAISI INTO TRUSS S T A 21 HUS210-2 2) FRAMINGN- PRESCRIPTIVE MET HOD FOR ONE- II c=c AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND ®Two FI CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: ° ° I.•I 8 TO AIL oo I' PLATES D 00 EIGHT ° TWO ° 8d NAIL Bd NAIL o INTO STD Simpson Strong-Tie PLAOTES .0' DIETAIL "A" o PROJECT: H7 EIGHT o NAILS-_INTO °�°o° DETAIL "D" DETAIL 11G" DETAIL IN STUD Simpsoni Strong-Tie H7 Simpson Strong-Tie tt t, CUNNINGHAM o EFTA EFTA °°°° o BP ROD SYSTEM DETAIL L RESIDENCE LFTA °° °° °° oo DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 1300 INDIAN NECK LANE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 PECONIC, 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. II� NOTE: 1'-0" DEEP POOL x 8' DIA, = 42.25 cu.ft. per vertical ft. SCTM# 1000-086-04-04 I' V ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 ALL VENT PIPES AfRE TO HAVE LEAD COATED COPPER SLEEVES / COVERS DRAWING TITLE: SIMPSON WINDLOAD LTP4 HOUSE ROOF AREA = 2317 sq/ft NOTE: CHARTS & CALCULATIONS LTP4 MAIN HOUSE ADDITION TO HOUSE / STRONG—TIE DETAILS / I DETAIL "C11 V = A x R x c < 1000 SOFT A = 2443 sq/ft REQUIREMENTS FOR PLUMBING DIAGRAM Simpson Strong—Tie R = 2" RAINFALL = .17 ft AND Floor-to-Floor Connections INSTALLATION OF LTP4 DETAIL 'B" C = COEFF. = 1.0 DRYWELLS IS NOT ROOF RUN—OFF CALC. LTP4 FLOOR d n 1st FLOOR 13" THROUGH ROOF V = 1443 x 1 x .166667 = 241 C.F. REQUIRED AS LONG NOTES: Simpson Strong-Tie 2 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections 241 / 4225 VERTICAL FT. / FT - 5.7 U.F. AS ALL RUN-OFF IS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE . 2., CONTAINED ON SITE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIF-IED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping 3 USE (2)8' DIA. POOL 3'-0" DEEP = 6 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. KITCHEN LAUNDRY DESIGN EENFIELD O ASSUMES NO LIABILITY FOR OMMD UP DUE M UNKNOWN OR L S T A 3 0 2" 2 ROOM 2 2 OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT GUEST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BATHROOM 2 ' 241 / 22.3 VERTICAL FT. / FT = 11V.F. NO SUBSTITUTIONS t 1st FLOOR USE (2)6' DIA. POOL 6' DEEP = 12 V.F. SEAL: DATE: FLOOR All framing hardware shown on thlese plans, 2 OCTOBER 13, 2024 unless otherwise indicated, is Simpson Strong-Tie, 2" POOLS TO BE PLACED ON OPPOSITE SIDE OF PROJECT NO: No substitutions are approved or— authorized, , �r t'; 1184-2024 .. 4" F.A. VENT 6" HOUSE AND/OR LEADERS TO BE PIPED TO ��V_ �' DRAWN BY: C.O, C.O, ABOVE GRADE Due to the relationships of framiing hardware to 4'�.0. �� ,���a:�r,,C�'��o� BDK the other components of the strructurc any framing 3'• 3" 3 POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 4" CI SEWERAG E APPROVED D T,y hardware substitutions will renderr these plans HOUSE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC I •� ECKED BY: null and void, and will result in tthe installer/contractor TRAP SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . assuming responsibility for the design and ) - � SHEET NUMBER: erformance of i t - the entire s sem, p y PLUMBING RISER DIAGRAM (NTS) ALL COVERS TO BE TRAFFIC BEARING IF LOCATEDG 2 \ `�rfS�10� F Ridge Strapping IN AREA WHERE TRAFFIC IS TO BE PRESENT. �' Detail IF A MULTIPLE POOL SYSTEM IS USED AROUND DOB NUMBER: of THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. 0 KEHL-DESIGN-ASSOCIATES, ur i 2/00, 1 CIF FOUNDATION DETAIL KEHL DESIGN ASSOCIATES LLC SEPTIC Ex. 2x10 Floo TANK T residential & commercial design ® consulting r Joists @16"oc• TJI110x9 " �16"ac HEIGHT DIFFERENCES Verify height of 2x6 ACQ Sill PO.Box 1675 phone: I631I433-9084 the existing Floor SCALE: 1/2"= V-0" — — — — — — — — — — — — — — Joists. Existing Top of New Foundation Southold,New York 11971 E Mail: ssbn654@optonline.nef joists measure > to be ® �" to 4" between 9"and 91" c Lower than Existing Design Associates,LLC o formerly D A K Associates,LLC II II Foundation Kehl Di it II I1 (Verify in Field) _�------- - II I1 OWNERSHIP & USE OF DOCUMENTS: c II IILL These drawings and specifications including the w ideas, design and arrangements represented therein, are the property of KEHL DESIGN II II 30'-2" 5' 10" ASSOCIATES, LLC. No part thereof shall be II II Verify copied, disclosed to others or used in connection 7'-W 7'-0 7'-0 7'-0� 1'-0" with any work or project other than for which 12" Sona Tube they have been prepared without written consent. with (2)#4 Rebar I I 2'x2'x1' I I 2'x2'x1' I I I 2'x2'x1' Ii it Stirrups (See Detail) Conc. Ftg 12" Sona Tube Conc. Ftg 12" Sona Tube Conc. Ftg ' Min. 3' Below I with (2)#4 Reba r I Min. 3' Below ( with (2)#4 Reba I I Min. 3' Below © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 36'-0" I I Final Grade I ' ,stirrups (See Detail) I Final Grade Stirrups (See Detail" i I Final Grade-s" 20'-2` -11 IPLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 11 II ---------- COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (3)2x8 ACQ Girder+ (3)2x8 ACQ Girder — (3) ACQ Girder +3)2x8 ACQ Glr er _--------_ I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT Simpson — Simpson L Simpson L Simpson — Simpson I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED Masonry Masonry Masonry Masonry Masonry I EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. Hold-down Hold-down Hold-down Hold-down Hold-down 15'-9 2' 2'-8"-�-- 16'-2 o Brackets o Brackets o Brackets o Brackets Brackets 12" Sona Tube `� 12" Sona Tube Axek Skirt Board ! Acceptance of these drawings does not authorize the right to with (2)#4 Rebar � � with (2)#4 Rebar c 0 o Stirrups (See Detail) o .o Stirrups (See Detail) - I P 9 9 N � � 7) (3)2x8 ACQ ` build without the authorization of local governing agencies, such ' o Deck o Deck -0 o Deck Floor Joists I ; as Suffolk County Dept. of Health Services, Town Building ,° ,° ,° �° Departments, DEC, FEMA, etc. Verify all conditions, codes, O 0 0 2'x2'x1' I and requirements with such agencies prior to construction. U 0 U U 12" Sona Tube Conc. Ftg Q Q Q Q with (2)#4 Rebar Min. 3' Below X All Floor Joists are to be X X Stirrups (See Detail) Final Grade WORK NOTES: 5'-73'" -6" 7-43/" -� _� N N HunSimpson Joist Hang on House ers with `" R301 DESIGN CRITERIA AS PER THE _ ----- — -- i NEW RESIDENTIAL CODES OF L-2±8-AC-4 #oi,-&e sGrp -2-x8-A�Hettse-Beaxe—�8-ASQ-Wcise-Bscai;— — -2-x8- ous Be� — — — — — NEW YORK STATE Top of Bilco Foundation to be 6" above Final Grade — — —— — — -Hfl— — —— — — - — — L — (3)2x8 ACQ —— —°`- — — — — I Flush Girder R301.1 APPLICATION BUILDINGS AND STRUCTURES, o I °_ I 24'-2" III C 3'-sY" 1'-13/" i AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD N LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, r m III I I d I SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS I4 o �o°x mill I I ° PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF - Wm° III I THE BUILDINGS AND STRUCTURES IN ACCORDANCE *�°J o New 'III ° I Iy WITH THE PROVISIONS OF THIS CODE SHALL RESULT �— — — — — — ' Basement ``III New © 1 �_ IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Ex > I I 3 PATH THAT MEETS THE REQUIREMENTS FOR THE L —_ _ _ __ I �" >III Basement Cr) I I ° I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 0' BIICO °' -III x THROUGH THE LOAD-RESISTING ELEMENTS TO THE 8"x8"x12" III o I I o FOUNDATION. BUILDINGS AND STRUCTURES 00 Clay Flue 400 Series I Door and I I v CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Drain Andersen I ~ Walls To Be N III ~ I I Q DEEMED TO COMPLY WITH THE REQUIREMENTS OF CW135L I I "III I I 00 I THIS SECTION. ' I Removed All Floor II,Joists are to be N Hung on mouse Ledger with I I I R301.1.1 ALTERNATE PROVISIONS Simpson Joist Hangers _ AS AN ALTERNATIVE TO THE REQUIREMENTS IN II I II III III II II SECTION R301.1 THE FOLLOWING STANDARDS ARE III III > > II° II° PERMITTED SUBJECT TO THE LIMITATIONS OF THE —� o II II II II > > > > THIS CODE AND THE LIMITATIONS HEREIN. WHERE 00IIa,, °Il> TII> °II> o III ( III III III: III III I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH „° N �O N �O N �O N �O 1101 111, "'tI11 11� II° II° d + THESE STANDARDS, THE DESIGN SHALL COMPLY cDI° Io yI0Io ° �' " " �, o o WITH THE BUILDING CODE OF NEW YORK STATE. III III III III N �I I�I �III III �II� SIC $" N_ �I� I �Ik� III III WII� ° nllc cnll•c v)Il•c rnllc o 0 0 0 0 0 0 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ° =II° I II° III III =II° -.1 Basement 'I1 a)I (I I aI I° ° , ° ° > V) Basement (WFCM) 0 0 0 0 0 1� I cll� III III cll0 c1I� o 0 2) AISI STANDARD FOR COLD-FORMED STEEL o cll0 cll0 cll0 clla $ o c o c ° 0 0 c -, FRAMING - PRESCRIPTIVE METHOD FOR ONE- °' II01 I10 III III IIo Io 0 o AND TWO FAMILY DWELLINGS (AISI-S230) oIIO oll0 oll0 0110 � 0 E 3 �' 0 o Q)II� 1 �'IIT III III �II� �I X o 0 19'-0" 4'-0" 13'-0" a) 0 o a� a aD ° 0 x a� x -0 a� x a� x 36'-0" ° c i 1011°'0 OIli �'11 Q) °�'10) `v �I�' I:�l�' III III 2 nII� �I� 0 0 3)CONSTRUC ICC TION D OFO LOG HSTRUCTURES E DESIGN DICC400) 3 V) 0 tn�l D v'II' v'II0 X I� I I� III _ _ X X x w (n (�l N N EX. FOUNDATION PLAN w -7 4" 7'_4;" ,y" X aY" X REV: 5 Rebar Pins rovide Simpson Jois I III I) w i,J # Hangers as required 3"Stl 3 Stl SCALE: 1/4" = V-0" @ 2'-0"oc. Column Column Ex. (3)2x8 Girder Ex. (3)2x8 Girder Ex. (3)2x8 Girder Ex. (3)2x8 Girder EXISTING WALLS W/14"x7j" LVL on one side attached with Simpson .220"x4" Strong-Tie PROJECT: R305.1.1 Basements SDWS22400DB-RP1 Timber Screws CUNNING HAS �a U c C Portions of basement that do not contain habitable space or hallways shall U ° � 0 RESIDENCE c° �p FO ° have a ceiling height of not less than 6 feet 8 inches. © © m •�.;_ o 1300 INDIAN NECK LANE V) o M Exception: At beams, girders, ducts or other obstructions the ceiling height V o o o Basement 0 Basement PECONIC, NEW YORK shall be not less than 6 feet 4 inches from the finished floor. m3O.0 0 0 Q � U_ SCTM# 1000-086-04-04 L� w "l O O 0 o New 16"x8" Conc. N tx N X X Footing, Min. 3'-0" w o DRAWING TITLE: R310.2.3 WINDOW WELL N N Below Final Grade N w w The horizontal area of the window well shall not be less than 9 square feet, J X New 8" Pc. wall q w w New 2x6 ACQ Sill o with a horizontal projection and width of not less than 36". The area of the EXISTING FIRST FLOOR PLAN window well shall allow the emergency escape and rescue opening to be fully 14"x9 'I LVL Floor I I NOTES: opened I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 14 Joist Ripped to �4 , " DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Match Existing I I o Floor Joists PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL � `; -0" 1 41-0" I I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE R310.2.3.1 LADDER AND STEPS I L _ _ _�,_ _ _ J I DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Window wells with a vertical depth greater than 44 inches shall be equipped I _ — _ I FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. with a permanently affixed ladder or steps usable with the window in the SEAL: DATE: fully open position. T-1" PROJOOCTOBER 13, 2024 0I. t %af 1 184-2024 PROVIDE HURRICANE STRAPPING S ,p`c11��X J. co"I no DRAWN BY: NEW FOUNDATION PLAN IN ACCORDANCE WITH THE BD : 2020 RESIDENTIAL CODE OF ^'r --•`.. * CHECKED BY: NEW YORK STATE / :V, . SCALE: 1/4" = 1'-0" -- ``:._,J� �� SHEET NUMBER: ALL HEADERS ARE TO B EXISTING WALLS (2) OTHERWISE NLOTEDESS \:.' esSIV Al 01 NEW WALLS NOTE: PROVIDE FIRE BREAKS WALL TO BE REMOVED AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF WALL TO BE MODIFIED NEw PORK STATE ©KEHL•DESIGN•ASSOCIATES, uc I iu r ,r 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 C 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 DECK DECK DECK DECK they have been prepared without written consent. � j i 12'-0" I I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 25—s' PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL RELOCATED ( COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NEW PS81611 L 2832 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT �I I� TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED II II EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. New Bilco 0+E Slriogers I I LAUNDRY I I and Treads New Bilco C Door W112"Ext. I I ROOM I " Acceptance of these drawings does not authorize the right to DINING ROOM II 2'-a—'( II build without the authorization of local governing agencies, such DECK o SUNROOM II COVERED as Suffolk County Dept. of Health Services, Town Building II II PORCH Departments, DEC, FEMA, etc. Verify all conditions, codes, II I I MUDROOM and requirements with such agencies prior to construction. II I l o WORK NOTES: 3Y" it II R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF EX.. 2842 EX. 2832 EX. 2032 EX. 2842 WELLCRAFT 4917X42"X62" EX, 2842 _ — — EX. 2832 — — it CL EX. 2032_II EX, 2842 NEW YORK STATE - - - GRAY MODULAR' EGRESS 2868 R301.1 APPLICATION BUILDINGS AND STRUCTURES,a � � Fill-in 10'-0" 3 c� G Remove 3 WINDOW WELL 0)R EQUAL o s Closet AND PARTS THEREOF SHALL BE CONSTRUCTED TO CL � KITCHEN i Floor and SAFELY SUPPORT ALL LOADS, INCLUDING DEAD i� Wall LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS BATHROOM — — PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF o THE BUILDINGS AND STRUCTURES IN ACCORDANCE N 4" c' co O v o N WITH THE PROVISIONS OF THIS CODE SHALL RESULT CC) KITCHEN o � BEDROOM '� �,� IN A SYSTEM THAT PROVIDES A COMPLETE LOAD o X� m BEDROOM PATH THAT MEETS THE REQUIREMENTS FOR THE M TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN CL ' CL FOUNDATION.EBUILDINGS AND STRUCTURES TO THE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF °�,�° THIS SECTION. R301.1.1 ALTERNATE PROVISIONS 0 o X X I I W li W AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE 034 9" 2'-4" -g" 3Y" PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE l - L CL CL 2 CL N CL CL I CL ENGINETHESE ERED NDA IGN IS USEDSI IN GN SHALL COMPLY WITH 5'-4" 5 6" 7' 6� WITH THE BUILDING CODE OF NEW YORK STATE. `V N 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V� N 't J_ (WFCM) J LXJ �,Ico co Jw cli 2) AISI STANDARD FOR COLD-FORMED STEEL w� w W� w FRAMING - PRESCRIPTIVE METHOD FOR ONE- �� _ LIVING ROOM �`r LIVING ROOM AND TWO FAMILY DWELLINGS (AISI-S230) CL N CL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) w I w REV: o BEDROOM BEDROOM N I CV I; M li X X W W C� 3068 \ \ 3068_ PROJECT: 12'-5" 3068 CUNNINGHAM EX. 3042 EX. EX. 3042 EX. 3042 EX. 3042 MULL EX. 3042 I I EX. 3042 (- - - - - - � I RESIDENCE L - - - - - J I 1300 INDIAN NECK LANE PECONIC, NEW YORK SCTM# 1000-086-04-04 DRAWING TITLE: EXISTING FIRST FLOOR PLAN_ FIRST FLOOR PLAN MODIFICATIONS NEW FOUNDATION PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" EXISTING WALLS EXISTING WALLS 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 NEW WALLS NEW 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 WALL TO BE REMOVED — — — — — — — —— DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WALL TO BE REMOVED UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. WALL TO BE MODIFIED WALL TO BE MODIFIED SEAL: DATE: OCTOBER 13, 2024 PROJECT NO: o' �.?�,+ 1184-2024 PROVIDE HURRICANE STRAPPING ��` Hof l�� DRAWN BY: � IN ACCORDANCE WITH THE BDK 2020 RESIDENTIAL CODE OF t � r✓� CHECKED BY: NEW YORK STATE — SHEET NUMBER: ALL HEADERS ARE TO FE �� :�J (2)13/"X 9Y2" LVL UNLESS ._V� OTHERWISE NOTED ref-tsso,��` Al 02 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL•DESIGN°ASSOCIATES, i c I PROVIDE HURRICANE STRAPPING . _ IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF 3088 NEW YORK STATE Lo -iv ALL HEADERS ARE TO BE 14(2) X W LVL UNLESS XI� M*+� OTHERWISE NOTED J N v 21 x5 NOTE: PROVIDE FIRE BREAKS L F. AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE r-r -0• FRONT PORCH PLAN_ SCALE: 114"=V-0" (SEE PAGE A103 FOR LOCATION) 2X8 RIDGE BEAM ASPHALT ROOF TO MATCH EXISTING 15# FELT ON 7/16" SHEATHING ON RIDGE VENT 2x6 ROOF RAFTERS HURRICANE STRAPPING FLASHING PROVIDE HURRICANE STRAPPING ATTACHED 2x6 CEILING JOISTS TO GIRDER AND WRAPPING 016"oc. OVER THE RAFTERS AND THE CEILING JOISTS 6" FASCIA 2x PACKING TO BE COVERED WITH AZEK OR EQUAL. J"x 6" AZEK OR EQUAL 2-1i"x5j" LVL GIRDER BEADED SOFFIT VENT 6x6 P.T POST WRAPPED W/ J"x (FINISH PER CONTRACT) (TYP) POST BASE SIMPSON 1}•' BLUE STONE TREADS 6x6 (INSTALL PER MANUF SPECS) W/ 1/2" DIA x 8" GALV ANCHOR BOLT 6 CONC. FOUNDATION 1 FRONT PORCH PLAN 6"WIDE x 8 THICK CONC. FTG. MIN. 3'-0" BELOW FINAL GRADE SCALE: 114"=1'-0" i ® I ` KEHL DESIGN ASSOCIATES LLc residential & commercial design e consulting PO.Box 1675 phone: (631I 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 DECK DECK DECK DECK with any work or project other than for which 36'-0" 36'-0" they have been prepared without written consent. 29'-0 a— —29'-0 25'-6" 3'-6 3/ 25'-6" 3'-s,� 1'-7Y,` © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOCK '-7�' —11'-6%" .-3 4" .-4� '-7%" 11'-6� '-3 a' '-4r PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT A 0� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT HILLOCAILL) NEW PS81611L 2832 NEW PS81611L o 2832 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED _ — — 1,_0" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. r-o" 15'-9Y" -1ON 3'-2� 15'-9 4 � -10T 3 _ _ 3 i 2 D.NewBilcoO+ESlrn ers LAUNDRY < ° ( ( ,,N�D aN I I Acceptance of these drawings does not authorize the right to 9 , 1,_0. I I I Cho — q 2x6 False Rafters �"' build without the authorization of local governingagencies, such and Treads I ROOM I �, oN I — 1 o I TOM '"' o� as Suffolk Count Dept. of Health Services, Town Building New Bilco C Door WI 12"EE>t. L — — J — —J y p g DINING ROOM �, 3 DINING ROOM J 2_ ' gy" 2 Departments, DEC, FEMA, etc. Verify all conditions, codes, Cathedral Ceiling o b Cathedral Ceiling o Q o and requirements with such agencies prior to construction. COVERED16 0 2868 POC. `� PORCH I I �I o1 =-X� 2868 Poc. PORCH COVERED I N WORK NOTES: = MUDROOM �I= MUDROOM co 8' Ceiling Hgt. o I — — � — :.I-� 8' Ceiling Hgt. o I I R301 DESIGN CRITERIA AS PER THE cl. 2x6 False Rafters N J 7 2020 RESIDENTIAL CODES OF N J -11Y,° - " 4-11Ya° -2 l NEW YORK STATE I �868 868 R301.1 APPLICATION BUILDINGS AND STRUCTURES, " " " I o CL. I I CL, AND PARTS THEREOF SHALL BE CONSTRUCTED TO WELECRAET 49 X42 X62 N i I o I ILIEX. 2842 N i o EX. 2842 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD GRAY MODULAR EGRESS T o — I L___ 10'_OY" o c' I L _ I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, WINDOW WELL OR EQUAL J N I 2'-8" 3' " �07 J N I 10'- SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS w KITCHEN ,V 0 KITCHEN 2xs False Rafter O� °i t i Jo PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ,N I the�ral Ceilin a p ` 2_g° 2 ep in (_ Q/ ,� LPL°j� the~hral Ceilin a ( S �O o�5e THE BUILDINGS AND STRUCTURES IN ACCORDANCE S er ME , ptY" ^ ^� y O o WITH THE PROVISIONS OF THIS CODE SHALL RESULT o I o C)_ �/"" o °� j ' _: IN A SYSTEM THAT PROVIDES A COMPLETE LOAD a a a �'° `� Q PATH THAT MEETS THE REQUIREMENTS FOR THE o co I o �:� ' �1� C. I Q> o moo TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN wI U a m�, �W '/ U I _ 9 o ' THROUGH THE LOAD—RESISTING ELEMENTS TO THE y _ BEDROOM b �(� y �' I _ BEDROOM FOUNDATION, BUILDINGS AND STRUCTURES X� 8' Ceiling Hgt. L �°' 8' Ceiling Hgt. M Yr � , CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE n (I� ��` I ) DEEMED TO COMPLY WITH THE REQUIREMENTS OF o x EX. "' \Y co CL x6 False Rafter C THIS SECTION. 7 r °jse Ubb668 2068 R301.1.1 ALTERNATE PROVISIONS co P T co AS AN ALTERNATIVE TO THE REQUIREMENTS IN 1'-2�/" X = 3'-7N--�2'-5Y4 ,� °� p Qo X ` SECTION R301.1 THE FOLLOWING STANDARDS ARE Hall `� I I Hall N W PERMITTED SUBJECT TO THE LIMITATIONS OF THE g I > THIS CODE AND THE LIMITATIONS HEREIN. WHERE D -II`V D I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Ceiling Transition Ceiling Transitionc� J _ Ceiling Transition— THESE STANDARDS, THE DESIGN SHALL COMPLY (2)1j"x54" LVL Hdr^ Existing �� — E fisting ^� WITH THE BUILDING CODE OF NEW YORK STATE. Fireplace CL CL CL ` Main Rid e Line Fi eplace Main Ride Line Moin Ride Line rd CL CL CL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL � N AND FRAMTWO FAM RLTDWELLINGSRIPTIVE ETAOD S2ROONE— "li f� J w 3) ICC STANDARDS ON THE DESIGN AND ) ca co J w�� LIVING ROOM W �'�N LIVING ROOM w CONSTRUCTION OF LOG STRUCTURES (ICC400) 8' Ceiling Hgt. CL 8' Ceiling Hgt. CL REV: 18'-3Y" w w W BEDROOM w Mi BEDROOM 8' Ceiling Hgt. 8' Ceiling Hgt. N N X I "p X W L uj PROJECT: 12�_6" CUNNINGHA OK 3068 =____ 3068 REVI®ENCE EX. 3042 MULL EX. 3042 EX. 3042 EX. 3042 MOLL EX. 3042 EX, 3042 � o � o 1300 INDIAN NECK LANE PECONIC, NEW YORK ® ® _ _ _ = SCTM# 1000-086-04-04 DRAWING TITLE: -o" T-10g' T-1 4'-1 T-0" -0" T-10� T-1" -�T 7'-a" 5r2 V2 5r2 NEW FIRST FLOOR PLAN 36'-0" 36'-0' NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR PLAN- NEW FIRST FLOOR REFLECTIVE CEILING PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SEAL: DATE: OCTOBER 13, 2024 EXISTING WALLS EXISTING WALLS PROJECT NO: P�F NEW WALLS PROVIDE HURRICANE STRAPPING C-3 J. 1 184-2024 cG, �� DRAWN B" �' }•' Y: IN ACCORDANCE WITH THE 'O� DU BDK NEW WALLS 2020 RESIDENTIAL CODE OF F21� y CKED BY: WALL TO BE REMOVED NEW YORK STATE SHEET NUMBER: WALL TO BE REMOVED ALL HEADERS ARE TO BE - (2)]Y,,"X 9Y" LVL UNLESS OTHERWISE NOTED Pkl 03 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN•ASSOCIATES, L c _ I i /�"27 /fi 1771 r,.," i KEHL DESIGN ASSOCIATES LLC residential & commercial design a consulting PO.Box 1675 phone: I631 1433-9084 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 DECK DECK copied, disclosed to others or used in connection with any work or project other than for which 36'-0' they have been prepared without written consent. 29'-038 '-,1�• 25'-6' 3'-6'/s" ,'-7Ya" © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR _2� „' 6%° '-3% _43 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 NEW PS81611 L — o 2832 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 15'-9)/4• -1V4' Main Rafters IT 1 2 1 LAUNDRY M Q M °• N Acceptance of these drawings does not authorize the right to 2x6 False Rafters 1,_0� I I o o build without the authorization of local governing agencies, such I ROOM I E -N N as Suffolk County Dept. of Health Services, Town Building L _— J ,. J Departments, DEC, FEMA, etc. Verify all conditions, codes, DINING ROOM 2'- ' 7` W` COVERED Cathedral Ceiling o o and requirements with such agencies prior to construction. �I 2868 Poc. PORCH M Rafters N 2x6 Main Rafters 2x6 Main aers c _ ME WORK NOTES: MUDROOM co 8 Ceilin H t o 2x6 False Rafters^ N ii1, g g • , �,„ C3 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 868 Io R301.1 APPLICATION BUILDINGS AND STRUCTURES, W o CL, AND PARTS THEREOF SHALL BE CONSTRUCTED TO 2 6 M in Rafter CNIEX. 2842 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD N LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, x Mai Rafters 10'-py KITCHEN 2x6 False Rofter tep—i Jo��e SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF e L athe C Ceilin a x� S ow o�ye THE BUILDINGS AND STRUCTURES IN ACCORDANCE °; °iiP p o WITH THE PROVISIONS OF THIS CODE SHALL RESULT o yob _;� IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE o CCD ° o m _ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN w I � U Q THROUGH THE LOAD—RESISTING ELEMENTS TO THE 2x6 Main Ra rs — BEDROOM °jsP °° FOUNDATION, BUILDINGS AND STRUCTURES p•X� 8' Ceiling Hgt. L%P e o° CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF �I oo J e� THIS SECTION. o2A5 False Rafter C o/sP J668 2068 N R301.1.1 ALTERNATE PROVISIONS G°jiP m 00 ` AS AN ALTERNATIVE TO THE REQUIREMENTS IN o I00 `v o SECTION R301.1 THE FOLLOWING STANDARDS ARE Lo ° sl I Hall w "' PERMITTED SUBJECT TO THE LIMITATIONS OF THE G THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERE_9 _ _ _ G I THESE STADNDAESIG IS DSN THEUDEDSIGN IN SOHALLNCOMOPL WITH Ceilin Transition Enisting ^� WITH THE BUILDING CODE OF NEW YORK STATE. Main Ride Line Fi Main Ride Line Main Rid Main Ridge Line Main Ride Line VA ri_ M CL CL CL N 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) CN 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) w II 00 3) ICC STANDARDS ON THE DESIGN AND X J X CONSTRUCTION OF LOG STRUCTURES (ICC400) W�N II LIVING ROOM W 8' Ceiling Hgt. CL REV: X W_J w BEDROOM 8' Ceiling Hgt. \ N X I W PROJECT: CUNNINGHAM Jo ° -- - — 3068 - F°\�e ��°o RESIDENCE EX. 3042 EX. EX. 3042 EX. 3042 r� MULL 0 J o 1300 INDIAN NECK LANE PECONIC, NEW YORK ® ® SCTM# 1000-086-04-04 DRAWING TITLE: ''-0" NEW FIRST FLOOR REFLECTIVE CEILING PLAN X-C NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW ROOF PLAN DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMM DUE TO UNKNOWN OR NEW ROOF RAFTER PLAN- UNFORESEENEEN FIELD CONDITIONS AND OR ADDITIONS BASEDD UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-O" SEAL: DATE: OCTOBER 13, 2024 PROJECT N0: EXISTING WALLS EXISTING WALLS i' ;�y 1 184-2024 C� PROVIDE HURRICANE STRAPPING �� ���, C0'X DRAWN BY: co �� BDK IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF f•r.,,. LL, NECKED BY: NEW WALLS NEW WALLS '! � �' NEW YORK STATE ` WALL TO BE REMOVED WALL TO BE REMOVED SHEET NUMBER: ALL HEADERS ARE TO BE ,4 aV= Al(2)13/"X 9%" LVL UNLESS ��� A O OTHERWISE NOTED I NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ©KEHL-DESIGN•ASSOCIATES, lu I /'/ P; . PRO STIR VIDE CCORDANCEEWITH THEING 2020 RESIDENTIAL CODE OF ®NEW YORK STATE L ALL HEADERS ARE TO BE KEHL DESIGN ASSOCIATES LLC (2)1 4°X 9Y° LVL UNLESS residential & commercial design s consulting OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS PO.Box1675 phone: (631�433-9084 AS PER Southold,New York 11971 E-Mail: ssbn654@optonline.net THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Kehl Design Associates,LLC o formerly D A K Associates,LLC i - - OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the eas, design and arrangements \ idthereinn, are the property of KEHL DESIGN \u j 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. 11 liJllL � %i © 11 \ © 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 IFi EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 0 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 17- Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTHHEAST ELEVATION- NORTHWEST ELEVATION R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 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 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 WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: ILL ® � PROJECT: �U v CUNNINGHAM o ® RESIDENCE 1300 INDIAN NECK LANE E:1 - ;�- PECONIC, NEW YORK I 'I SCTM# 1000-086-04-04 LJ LLjDRAWING TITLE: -I - - LL - ELEVATIONS 161 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL HELD 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 SOUTHWEST ELEVATION SOUTHEAST ELEVATION FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" OCTOBER _13, 2024 PROJECT NO: ;• r.= 1184-2024 DRAWN BY: CO J. ,V 0 O O BDK CHECKED BY: W I SHEET NUMBER: ��•�` A201 DOES NUMBER: OF 0 KEHL-DESIGN•ASSOCIATES, uc i ,;. (i Ridge Vent 14"x9j" LVL Ridge Ridge Vent Ridge Vent Hurricane Strapping Hurricane Stropping Hurricane Strapping 1 x 9" LVL Ridge Beam KEHL DESIGN ASSOCIATES LLC Architectural Grade Roof Shingles Ridge Vent � Ice and Watersheild residential & commercial design o consulting Ex. Roof Sheathing 2x6-24" as Rafters PO,Box 1675 phone; (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@opfonline.net Architectural Grade Roof Shingles Architectural Grader Roof Shingles z - oc. Collor Ties Ice and Watersheild Ice & Watersheild Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x4 Studs 16"oc. Architectural Grade Roof Shingles - - - "CDX Ext. Roof Sheathing CDX Ext. Roof Sheathing - 2x6-16" oc Rafters OWNERSHIP & USE OF DOCUMENTS: 2x6-16" oc Rafters 2x6-16" oc Rafters Ice and Watersheild Provide Attic Access : 2x6- r CDX Ext. Roof Sheathing These drawings and specifications including the R-491nsulation 9 represented R-38.8 Closed Cell Spray foam ideas, design and arrangements resented therein, are the property of KEHL DESIGN 2x6-16"oc. Ceiling Joists -6 oc Ceilin st — — — — — — — — — — — — — — — — — — — Hurricane Strapping ASSOCIATES, LLC. No part thereof shall be a+" 6" Fascia copied, disclosed to others or used in connection R-49Insulation (2)1�"x5j" with any work or project other than for which LVL Hdr. they have been prepared without written consent. Hurricane Strapping 12" Soffit (See Detail) Double 2x4 To Plates NEW LAUNDRY NEW DINING ROOM Hurricane Strapping Double 2x4 Top Plates � P 2x4 Studs 16"oc. TV2 3 2x4 Studs 16"oc. a" �" ROOM Cothedrol Ceiling PP 9 Double 2x4 Plate Match Exterior Sheathing -10" 2'-0" 5'-2" 3'- 1'-8� -0" Walls of Shower and t1 Match Exterior Sheathing z " 15_y� 2x4-16" oc Wall Studs ----- ----- Bathroom are to have Blueskin Housewrop 3Y" 3'-2� '-1W" Match Existing CDX Sheathing © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 4" CDX, between the x 8" Hardi-Plank (6" Exp) 3'-6�' Blueskin Housewrop PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL R-15 Insulation R-15 Insulation—� R-21 Insulation studs to attach ADA J"x 8' Hardi-Plank (6" Exp) COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT R-15 Insulation �" Oak Floor —__-- ------ Handrails. 2x4 Shoe 3'-4� 4 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE N11-1x9p1son 4" Subfloar 2x4 Plate SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE RIGHT LVL Flush Beam 2x8 ACQ House Flush BeomR-30 Insulation 2x4 Shoe IJ `� Joist Hanger J"x6" Trex Decking or Equal 1X10 Azek Skirt Board TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 14'x92" Timberstrond Box Beam TJI11 Ox9 @16 oc 2x8 ACQ Floor Joists oc. TJI 10x @ 6"oc TJI1 Ox9 @1 0 14x9" Timberstrand Box Beam EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ' Hurricane Strapping Hurricane Strappingg 1X10 Azek Skirt Board Joists Equally Space #5 Horizontal Rebar 2x6 ACQ Sill 15 Horizontal Rebar #5 Horizontal Reb or— �� 2x6 ACQ die TNt rx18" Anchor Bolts 32"oc. Grade "x18" Anchor Bolts 32"oc. Damp proofing (3)2x8 ACQ Flush Beam (3)14'x 9q" LVL Flush Beam Damp proofing� 8" P.C. Foundation p 13'-0" Acceptance of these drawings does not authorize the right to 11-8 (2)1 "x9" LVL Flush NEW BASEMENT NEW BASEMENT NEW BASEMENT build without the authorization of local governing agencies, such 2'-W Beam Ripped to match as Suffolk Count Dept. of Health Services, Town Building EX. BASEMENT ; EX. BASEMENT existing floor Joists Y P 9 W/14"x7j" LVL each side " Departments, DEC, FEMA, etc. Verify all conditions, codes, (3)1 x9}" LVL Flush thru bolted as per Marl. Beam Rippedto match _ ( and requirements with such agencies prior to construction. specs. existing floor Joists 8" P.C. Foundation 4" P.C. Slab 5 Horizontal Rebor 2x4 Keyway 15 Horizontal Rebar 4" P.C. Slab 4"P. b #5 Horizontal Rebar 2x4 Keyway WORK NOTES: 16"x8" Footing Min. 3'-0" 6"x8" Footing Min. 3'-0" 16"x8" Footing Min. 3'-0" R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF Below Final Grade W/ Below Final Grade W/ Below Final Grade W/ Z #5 Vertical Rebor 4'-0"oc. (3) #5 Rebor L.W. and #5 Vertical Rebor 4'-0"oc. (3) #5 Rebar L.W. and (3) #5 Rebar L.W. and NEW YORK STATE #5 Rebar 2'-0"oc. S.W. #5 Rebor 2'-0"oc. S.W. #5 Vertical Rebar 4'-0'oc. #5 Rebar 2'-0"oc. S.W. R301.1 APPLICATION BUILDINGS AND STRUCTURES, PROVIDE HURRICANE STRAPPING CROSS SECTION AND PARTS THEREOF SHALL BE CONSTRUCTED TO IN ACCORDANCE WITH THE A PROVIDE HURRICANE STRAPPING SAFELY SUPPORT ALL LOADS, INCLUDING DEAD NEW YORK STATE IN ACCORDANCE WITH THE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 2020 RESIDENTIAL CODE OF 3 2020 RESIDENTIAL CODE OF SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SCALE: 1/4"= 1'-0" E NEW YORK STATE PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 01 CROSS SECTION THE BUILDINGS AND STRUCTURES IN ACCORDANCE ALL HEADERS ARE TO BE EXISTING WALLS ALL HEADERS ARE TO BE WITH THE PROVISIONS OF THIS CODE SHALL RESULT (2)1;"X 9Y" LVL WJLESS SCALE: 1/4"= V-0" 3 01 3^ IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OTHERWISE NOTED (2)1/a X 9/ LVL UNLESS PATH THAT MEETS THE REQUIREMENTS FOR THE EXISTING WALLS OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE NOTE: PROVIDE FIRE BREAKS NEW WALLS NEW WALLS NOTE: PROVIDE FIRE BREAKS FOUNDATION. BUILDINGS AND STRUCTURES AS PER AS PER CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE THE 2020 DEEMED TO COMPLY WITH THE REQUIREMENTS OF RESIDENTIAL CODE OF WALL TOBEREMOVED WALL TO BE REMOVED TE RESIDENT 2020DE of THIS SECTION. NEW YORK STATE NEW YORK STATE R301.1.1 ALTERNATE PROVISIONS MR AS AN ALTERNATIVE TO THE REQUIREMENTS IN Ex. 2x10 Floor SECTION R301.1 THE FOLLOWING STANDARDS ARE Joists @16"oc. TJI110x94" @16"oc PERMITTED SUBJECT TO THE LIMITATIONS OF THE Verify height of 2x6 ACQ Still R'� THIS CODE AND THE LIMITATIONS HEREIN. WHERE the existing Floor ETAIL OF FOUNDATION ENGINEERED DESIGN IS USED IN CONJUNCTION WITH i� Top of New Founda4ic�n THESE STANDARDS, THE DESIGN SHALL COMPLY Joists. Existing > joists measure > to be @ �" to 4" WITH THE BUILDING CODE OF NEW YORK STATE. between 9"and 91" a Lower than Existing/ � Foundation HEIGHT DIFFERENCES 1) WOOD FRAMED CONSTRUCTION MANUAL (Verify in Field) (WFCM) Ridge Vent 2) AISI STANDARD FOR COLD—FORMED STEEL Hurricane Strapping 1 "z 9" LVL Ridge Beam o FRAMING — PRESCRIPTIVE METHOD FOR ONE— Ridge 1/2"= V-0" Ridge Vent AND TWO FAMILY DWELLINGS (AISI—S230) Architectural Grader Roof Shingles w 3) ICC STANDARDS ON THE DESIGN AND Ice & Watersheild CONSTRUCTION OF LOG STRUCTURES (ICC400 I" CDX Ext. Roof Sheathing Install as Per Manf. Specs. REV: 2x6-16" oc Rafters and Residential Building of Architectural Grade Roof Shingles New York State 2020 a or ies Ice and Watersheild Simpson Hanger- 2x4 Studs 1 " c. t ? " CDX Ext. Roof Sheathing 2x6-16" oc Rafters 2x6 ACQ Sill of(o�s 3-10"�'( Note: Top of Buck is R-49 Insulation R-38.8 Closed Cell Spray Foam Q Wmadow 2X12 AC Buck Drip Cap I Supported By Legs PROJECT: � _ — _ —= Hurricane Strapping (See Detail Below) CUNNINGHAM 4" Azek Casing �" X4" Sarong-Tie THD50400HMG RESIDENCE Titan HD Screw Anchors or Equal I 15'-9Y" EX:. BEDROOM EX. BA 1 H 00 2 1" '-a" -1" '-7Y" _ 1300 I N D IAN NECK LANE �" "; "; Dal 2x10 Box Beam Flush 400 Series P E C O N I C NEW YORK 4 Oak Floor KITCHEN Beam over Bilco Door Andersen Note: Provide Temporary Braces Inside Buck 4" Subfl000r CW135R Window well Built-In Ladder To Insure That it Stays Square or Install 3Y" Provide 2x12 ACQ Buck arouund all Plywood Squares on the Corners. 3'-5. 2'-4Y" 2 " Oak Floor Basement Windows �" 2'-8" o Subfloar Hurricane Strapping " SCTM# 1000-086-04-04 (See Detail Below)- Apply a Plywood corner braces , DRAWING TITLE: to insure the buck remains square Rica Door to be Mounted ? on 1 x Azek Compacted Gravel 2x8 ACQ Window Buck — CROSS SECTION S BASEMENT co AS NOTED 2x8 ACQ Bolted to i Existin / e., ••. '�•: °• • • , � NOTES: airs / ( I Foundation Compacted Note: Legs of Buck are THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. BASEMENT EX. BASEMENT EX. BASEMENT >': t:°,'':::'.::�::t:::`; Sand and Grovel Resting on Base of Buck DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ' F // "' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL /J/ °, 't""','-;;':r,?-.•' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR MELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 8" 84 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT / ( ( Existing 16% 8" Conc. FTG. —2'-7 7/8" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1=___ _ R-13 Insulohtion Min. 3'-0" Below Final Grade CW155L WINDOW SEAL: DATE: New Bilco C Door W/12"Ext, PROJECT NO: 13, 2024 �F-of 1184-2024 PROVIDE HURRICANE STRAPPING New Bilco 0+E Stringers EGRESS WINDOW WELL BUCK DETAIL o� -IN ACCORDANCE WITH THE CROSS SECTiON and Tread , �> ��Cp G DRAWN BY: DK 4,:" 2020 RESIDENTIAL CODE OF % ' y CKED BY: NEW YORK STATE SCALE: 1/4"= 1'_0" 3 01 CROSS SECTION A ALL HEADERS ARE TO BE EXISTING WALLS 0 SHEET NUMBER:� (2)1Y"X 9Y" LVL UNLESS SCALE: '1/2"= V-0" r -6 •4 t �� OTHERWISE NOTED 101 ��S�,n�,'�, A301 NEW WALLS NOTE: PROVIDE FIFE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDEVTIAL CODE OF WALL TO BE REMOVED NEW YORK STATE ©KEHL-DESIGN•ASSOCIATES, a-c d i (2)-2 X 4 TOP PLATE c 2 6 (2)-14" x 91" LVL HEADER 2 6 6 2 6 6 2 6 6 2 4 6 2 4 2 4 N 2 6 KEHL DESIGN ASSOCIATES LLC 6 2 4 2 4 2 6 2 6 2 Lu T residential & commercial design o consulting c� ~ J LU Lu = PC.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net .Li o 0 X 4 AZEK FRIEZE BOARD Z_ I T Kehl Design Associates•LLC o formerly D A K Associates,LLC s�� i„ � f 2 X4 - 16" OC. ( STUD ) --- - 4 X3 AZEK CORNER BOARDS oOWNERSHIP & USE OF DOCUMENTS: LLu These drawings and specifications including the x 6 AZEK FASCIA BOARD w 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. 2X4SHOE ALL INTERIOR EXTERIOR CORNER FRAMING D IE T A I L PPLLANSSPYRIGHT AND ELEVATIONSHGN ARE PIROTEC EDCIATES UNDER DES , LFEDERAL FLOOR CORNICE D E T A I L WINDOW AND DOOR H E A D S COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NTS R D E T A I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE NTS NTS 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. Acceptance of these drawings does not authorize the right to DIM " build without the authorization of local governing agencies, such HEIGHTT o BASEMENT DOOR as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, CLASSIC SERIES - STEED SIDED and requirements with such agencies prior to construction. SIZE „A„ „B„ „C„ ,D, ,E„ „E „ WORK NOTES: (WIDTH) (LEN'IGTH) (HEIGHT) (F-.❑, W) (F,❑. L) (C.❑.) R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF B 51' 64' 22, 44' 60' 41' NEW YORK STATE C 55' 72' 19 1/2, 48" 67" 45' R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO ❑ 47' 58' 30' 40' 58' 37' SAFELY SUPPORT ALL LOADS, INCLUDING DEAD DIM "B LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, LENGT SL 51' 43 1/4' 52' 44' 60, 41° SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS DIM "E„ PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE AME OPENING WITH THE PROVISIONS OF THIS CODE SHALL RESULT LENGTH IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE 12 FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 7 THIS SECTION. 2X12 RAFTERS 16"oc. R301.1.1 ALTERNATE PROVISIONS a" CDX ROOF SHEATHING AS AN ALTERNATIVE TO THE REQUIREMENTS IN I X 6 PINE FASCIA BOARD SIMPSON HURRICANE STRAPPING SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE DIM "D" THIS CODE AND THE LIMITATIONS HEREIN. WHERE RAMS O P E N I N ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WIDTH WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL I X 6 PINE FASCIA (BOARD (WFCM) 2 AISI STANDARD FOR COLD—FORMED STEEL I" SCREENED VENT o ) I X 6 AZEK BEADED SOFFIT BOARD FRAMING — PRESCRIPTIVE METHOD FOR ONE- 0 o AND TWO FAMILY DWELLINGS (AISI—S230) I X 4 AZEK FRIEZE BOARD 3) ICC STANDARDS ON THE DESIGN AND 5/4 X 3 SPRUCE PACKING CONSTRUCTION OF LOG STRUCTURES (ICC400) I" SCREENED VENT REV: I X 6 AZEK BEADED SOFFIT BOIARD D D I X 4 AZEK PORCH FRIEZE BOARD I X 6 AZEK FRIEZE BOARD I X 6 AZEK FRIEZE BOARD (5) 1-3/4" x 9-1/2" LVL GIRDER I X 6 AZEK GIRDER WRAP I" AZEK SHEET MATERIAL RIPPED TO PROJECT: GIRDER SOFFIT WIDTH. CUNNINGHAM WIDTH M DTH CLEAR OPENING RESIDENCE 10" AZEK COLUMN 10" AZEK COLUMN 1300 INDIAN NECK LANE MAIN HOUSE SOFFIT FRAMING DETAIL_ PECONIC, NEW YORK NTS 6X6 ACQ POST TO BE PACKED-OUTAS OF AEO XIIOARY POS OR CONSTRUCTION SCTM# 1000-086-04-04 EAD DOOR DRAWING 1 FI LE: SIDE — RIGH LIDE BOLT SECTIONS AND WHITE PVC COATED ALUMINUM DRIP CAP HEADE \ L❑CKING MECHANISM DETAILS AS NOTED LIP D❑❑ LIT SA RSN ANCE NOTES: tIANDLE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SIMPSON 6X6 POST ANCHOR-`� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 5/4 X 4 AZEK HEAD PIECE 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 PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ANCHOR BOLT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 5/4 X 4 AZEK CASING SEAL: DATE: OCTOBER 13, 2024 PROJECT NO: S�pEt D184-2024 RAWN BY:J. SIDE — LEF FRONT PORCH GIRDER DETAIL � ��;. Ca BDK PROVIDE HURRICANE STRAPPING `'n' U / � 2" HISTORIC SILL CHEr.CKED BY: ILL NTS IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ' NEW YORK STAT SHEET NUMBER: WINDOW CASING DETAIL LVLA303 FA HEADERS ARE TO BE �' ���� NTS OTHER OTHERWISE NO 10 I �'�$����A�„�-v DOB NUMBER: OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF 0 KEHL-DESIGN•ASSOCIATES, uc NEW YORK STATE IF, 1