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Home My WebLink About46898-Z SpFfO[k Gy Town of Southold 8/22/2022 a P.O.Box 1179 W ---C� 53095 Main Rd �^✓�,�1 �a �r� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43346 Date: 8/22/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1400 Lighthouse Rd, Southold SCTM#: 473889 Sec/Block/Lot: 50.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46898 dated 9/29/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Karp,Karen&Batten,Christiaan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46898 6/17/2022 PLUMBERS CERTIFICATION DATED ho ized i ature f SUEFaLlr TOWN OF SOUTHOLD c�ay BUILDING DEPARTMENT N �� TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46898 Date: 9/29/2021 Permission is hereby granted to: Karp, Karen PO BOX 515 Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1400 Lighthouse Rd, Southold SCTM # 473889 Sec/Block/Lot# 50.-5-3 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/31/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $431.60 CO-ADDITION TO DWELLING $50.00 Total: $481.60 Bu ng nspector pF SOUj�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 OIyCQU�s�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karen Karp Address: 1400 Lighthouse Rd City:Southold st: NY zip: 11971 Building Permit#: 46898 Section: 50 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Surrey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 25 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 27 4'LED Exit Fixtures Pump Other Equipment: 200A Panel 42 Circuit/ 39 Used Notes: Two Story Addition and Service Inspector Signature: �� Date: June 17, 2022 S.Devlin-Cert Electrical Compliance Form lrqsf so # # TOWN OF SOUTHOLD�SUILDING DEPT. cou765-1802 IN-SPECTION 6 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY F '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 2 f INSPECTOR ' pF SOUT�O� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH 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 n [ ] PRE C/O [ ] RENTAL REMARKS:�.d� _'R �" &;Vtux 14 v z �s gp SW) vm wtol DATE INSPECTOR Ifftasi so H NO # # TOWN OF SOUTHOLD BUI DINGZT." courm��'' 631-763-1802- INSPECTION [ ] FOUNDATION 1ST [ ] 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: wor d(c I lin j` G'K DATE //7 Z INSPECTOR f� pF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 14SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VPLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 r4CM-C-5 (� w c DATE It 0111/ INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condoneng i neeri ng.com October 18, 2021 ® AUG 16 2022 BUILDING DEPT Mr. Mike Verity TOVJGv OF S`)U H tWLD Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Karp Residence- 1400 Lighthouse Road, Southold, NY 11971 Building Permit#46898 Dear Mr. Verity: I inspected the foundation during its construction and found it to be constructed in accordance with the approved plans.To the best of my knowledge the foundation was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, y NEW J. c .t �.. don, . 051684 p'�^FESSIO��. Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 con doneng i neeri ng.com November 2, 2021 AUG 16 2022 BUILDING DEPS: Mr. Mike Verity To'"V'N OF SOUTH L Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Karp Residence- 1400 Lighthouse Road, Southold, NY 11971 Building Permit#46898 Dear Mr.Verity: I inspected the framing and strapping in the new addition and the repairs in the existing building and found it to be constructed in accordance with the approved plans.To the best of my knowledge the framing and strapping in the addition was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, NEW J. C on, .E. ,t•� 00 I �® 051684 A�O�ESSION��' Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com November 10, 2021 L AUG 16 2022 Mr. Mike Verity BUILDING DEPT: Chief Building Inspector TOWN OF-Q-NUTE-,�L1-) Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Karp Residence- 1400 Lighthouse Road, Southold, NY 11971 Building Permit#46898 Dear Mr. Verity: I inspected the insulation installed in the new addition and the repaired areas in the existing building and found the insulation to be in accordance with the approved plans.To the best of my knowledge the insulation was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, !90 K 1� P �] ��'�► 051684 ®p2POFESS1®N, FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) FOUNDATION(2ND) • O Q3 CA ROUGH FRAMING& v' PLUMBING y L W INSULATION.PER N.Y. y. STATE ENERGY CODE Sib • �n ckv FINAL ADDITIOel NAL•COMMENTS'. . s J 6 6 I00 19. 0A l 3 2CK, Gc fly. . b TOWN OF SOUTHOLD—BUILDING DEPARTMENT y, z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ail Telephone (631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT E1.1 N For Office Use Only � 1_1 � J1 PERMIT NO. Building Inspector: 1ii , , L S E P 1 2021 �` Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DE.PI. Owner's Authorization form(Page 2)shall be completed. TQ1--N Date: Cr- OWNER(S)OF PROPERTY: Name: ; � SCTM#1000- A/P- - -_ - Project Address: 1q00 Ll -//q7 yOURD 5 0>✓ Y //q`7 i Phone#: Email: - - - - - -- 1"7- 32`7 --��-�(.I_ . -- - -- - . KA2F� k(C�ND - Mailing Address: N pQ Lf 4 0.7-40 JSE- FW SOJ-1 11,40L4 NY 1 L`M CONTACT PERSON: Name: (�4-Tir - F_-f 1 - - - Mailing Address: ��},S�IiN� LAS Ve S d�bf - Phone#: 31- �f 33_ `lc� .- Email: DESIGN PROFESSIONAL INFORMATION: Name: Il� -��Slc c ---ASSOC_-- Mailing Address: ASSOC,MailingAddress: Z6S- ,1.�lSM i 1�L✓�-_ _.fix( . .SO_ �f-vim:_ -.. ..Y__._. '.�-Q'a'_� Phone#: Email: ,�6M(..Sq CIAIC�oU (o3( --`1_.33-_q 0.8-�f T_ _ �.�J CONTRACTOR INFORMATION: Name:- Co n ti-tP.AcTt rJ .t N N rz �-c� Mailing Address: /2o Q g97 �2 TZE�Z l P. �Pa,L`r _ Y .. W_ly Phone#: �.3-I " 6 SY— zS�{-(�-- Email: Fll�l�.l.E.CoY•/?2J�1 I dh ` .- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Wddition IrAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ /SO 1Z Will the lot be re-graded? ❑Yes)gNo Will excess fill be removed from premises? ❑Yes SNo 1 PROPERTY INFORMATION Existing use of property: S'N��e Intended use of property: 00__ Sxnr Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ac— this property? ❑Yes KNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(prin am ) Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF SJFFGU%<— ) Commission Expires April 14,2()a _DZE 7 A, )LF 14 L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the � 60T (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 I day of c= ' ` �'�`" i ,20c C P r "��"n `'A Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, k Ieisof IZA/zto residing at /�-/Oo L1gNTj400sr� Ron-A SO�tAO�D do hereby authorize I�mw �. ��- to apply on my behalf to the Town of Southold Building Department for approval as described herein. q-I.y-21 Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Karen Karp residing at (Print property owner's name) (Mailing Address) 1400 Lighthouse Road(P.O.Box 515), Southold,NY 11971 do hereby authorize Brett Kehl (Agent) to apply on my behalf to the Southold Building Department. September 14, 2021_ (Owner's Signature) (Date) Karen Karp (Print Owner's Name) I (Asp frS ¢ Q�. BUILDING DEPARTMENT-Electrical Inspector rwa _ C� � � �1C %4�0�'. �, CTOWN OF SOUTHOLD owlouthold, Annex- 54375 Main Road - PO Box 1179 4 'f OCT 2 5 2021 New York 11971-0959 Tete hone 631 765-1802 - FAX 631 765-9502 f ®1 � BUILDING DEPTTelephone ( ) ( ) :; .:, .• TOWN ofs4 &Rftsoutholdtownny.gov sea nd0_southoldtownnv.4ov. - 1 • i APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10 /26 /2021 ` Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net k Address: PO Box 1061 Southold,NY 11971 4 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Karp Address: Lighthouse Road Southold Cross Street: Soundview Ave ` Phone No.: Bldg.Permit#: 46898 email: Tax Map.District: 1.000 -Section:,-, , _ Block: _ _Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) p Wire addition /remodel Circle All That'Apply: Is job ready for inspection?: YES NO Rough Final Do you need a Temp Certificate?: YES / NO Issued On . Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:. A # Meters Old Meter# . New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Add itional'Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis �� BUILDING DEPARTMENT- Electrical Inspector rE TOWN OF SOUTHOLD II OCT5 2� own Annex- 54375 Main Road- PO Box 1179 a �' ►� �' outhold, New York 1.1971-0959 BUILpINopEPTTelephone (631) 765-1802 - FAX (631) 765-9502 x 4 TOWN oFs gsoutholdtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10 /26 /2021 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pbumsjr@optonline.net Address: PO Box 1061 Southold, NY 11971 Phone No.: 631-365-4735 JOE SITE INFORMATION (All Information Required) Name: Karp Address: 1400 Lighthouse Road Southold Cross Street: Soundview Ave Phone No.: Bldg.Permit#: 46898 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire addition /remodel Circle All That Apply: Is job ready for inspection?: YES NO Rough Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis �� Y � � 1 PERMIT# Address: r Z� Switches Outlets GFI's Surface rj Sconces H H's UC Lts Fans Fridge HW ��✓ Exhaust /r. Oven W/D r Smokes ` �{I %A DW Mini -.Carbon' Mic'ro Generator Combo I ILI Cooktop Transfer AC AH I Hood Service -^ A Amps Have Used n Special: l�l/ n I ( J 27 a �/✓Q/ ✓ �� Comments: Town Nall Annex one(631)765-1802 Telephone 54375 Main Road P.O. Box 1179 Fax(631)765-9502 ._ . -� �_ Southold, NY 11971-0959 BUILD IG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRF-Fbt GINIFRED WOO® CONSTRUCTION ANDIOR TIMBER COMSTRUCTION Date: Owner: Location of Property: �� Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (i f) 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: /3Ab Name (person submi ' g this form): Capacity(check applicable line): Owner >� Owner representative TrussReg15.docx Effective 1/1/2015 r t 10 I I 12 13 I • - IaalJrsr'r¢yt9lbfD' ,_r'•A4;5y��:�:a�i US • pnl - :t}I:i • �d Sy �ew.:��y/y rrl�i .�/.Ws6l rtdT. 1y - - •;'!i ♦ i� n.^� as rv+p o.� •• '^ . '/ \�� 1 Z�JJJ 1�°�- k^�.y,,�,// Ori �„1 •`'. Fle GEORGE Ph.UND // /\ .13' O ;ir•'•:1. •• NOF CAMILLE 13ROU55ARD NNN E1 RM910N 1.MONTH.DAY,YONt yof�� / y3 ( ��Q`��♦ \ / ^ AILRGiT3 Re5§V® I' •, A 5EMa AD ARE INSTRLN8ff 0f ,f:,,a,.'ry' . �—GONC.N,ON. \ / V\• I o \/ / POU: INRONBCMOfIB 1NLL IRON PIPE— BE .•� rD' f� ° � •�„ I ///•le ��3a ,�1r 1 •'d y `� CHRISTIANS BATTEN e \ ,yr/// e\�d• / '+A,'y ,' {KAREN KARP \ /JJrygg3"" �♦ Ot.R/W BASED ON / a •y ,.yl �% �9 / .N� '• '•, SURVEY OF DESCRIBED PROPERTY / // }"q ,'.' •;I'I:i �.}, O ° /,/ APP N ..-'•` y/ zROVED AS NOTED + BY JOSEPH A.INGEGNO _ `\ I '.Gf / •'ys:" Z LAND SURVEYOR .,£7 / ° / I DATE:�o w B.P.A 7dg7 1114 tj'•• �.fy \ Sr ° FEE: 23E-86 gy. I^ JULY 17,1997 ° �.' •`` . / "q?,, • // NOTIFY B(55I D'Ur nFPARTMENT AT O :i"'`''r'I+'+ SITUATE AT 7E&-1802 A/. 70^ •'+d f:1R T11E '•t!i.:::`:}:•Si • // OLLOWING INSFECIItII., n 50UTHOLD, 9 •SU / - / FOUNDATION-TW(' + O V I POURED CONCNETN�V'Jn U ,, ,".5, s•.y,• E ' TOWN OF 50UTHOUJ, `/ / / Z.fl GH•FRAMING&pLUCuBR/O'WNIR X\ 3. / i TION WO • ••�:;.,,... 4 COUNTY OF SUFFOLK. `/C ° / °• INS 4.FINAL CONS*RUCTIO MUST ..-II STATE OF NEW YORK �J• $ / / +• BE COM ry E!E FOR C.0. ''h4•' ALL CONST CT1ON•S ALL MEET OGS THE REQUIRE ENTS F THE N.YBATTEN/ '+ t S.C.TAX NO.1000-50-05-03 .. / iP,/'$c•�• / ST'w CON TIO &ENERGY ~ KARP •' • NJWCODES. NOT R p NSIBLF rOP m RESIDENCE nA AREA 26.999.95 SOFT. F� y / ,,�t•ll SCOTT BOGPR DESIGN OD CON ONa I%300 LIGHTHOUSE RD. .� /�,' OTN)N FAR .�,'•'%; ' 0.606 AC. O•� r•Po / // I '" p. 5OUTHOLD,NEW YQPK or WIMCEIDIFRADE FUL unWTYeOLe a° ° ' // 1' aIFICAiE • // 4, . ICY rRD[LTTRL • / , PROVIDE AIM SITE PLAN / A(L � AsrD THERMAL SN REYERTIN ADDITION u4 I' ' &N NES NEED DEVICES AS TOP .l0WX �•' !; lES'TIa B -ORE COVERING N.Y.STATE 9UIE1)I CODE. '•,,:''. "j PLUMB RCERT/F/CAT1ON IFmppertubing Isuaa •mAWINGTmi SCia k-9 I , , L '> •. I ON LEA CONTENT BEFORE 0 +, O Io LO 3O L�0 $0 (p0 "/lS $6 Qo tnrwaterdlsVmutln ..s.• CERT/FIC TE OF .tntem;piptnp hull be SCFE FLAN I SOLO USED IN WATER of Mies KorLant ;yrl C•SumSYSTEM CANNOT 'EXCEED /10OF1%LEA9. ' PROVIDE SMOKED •` : '� ALARMDEVIC�ECRNC' DAN 19'200) s�ue;'Itizov .: ,.,.;,•,I AS TO PART 7$LI E i F... 4 r3,Y.5 BDILOIN9'CO ISSUE . DE .Ilpl.Oa•:ZWI •-;tt�tP'f may-. I ?' «•h IT IB AYlownaxorsxll r ; ,: LoAuess piifOti AR � 'l`!Lt-17r� • ' DtRECTIONOFAUCEnO I ANYWACANY"XpR"'s"D * � NOTr ID,SPAIED,AND 'PAE'.Nb.. •,r� ;i• •_`'/��R,y 1. r DE8CFBIEDRIADCOi0U1lK.! 0030. ,'Y-a•• ^C S'k '"I DRELAW. OF .F From: daniel finne finnecontractinginc@gmail.corn Subject:. . ,_ : ' r e . ;fit°� hRba,� Date: Apr 6, 2022 at 6:47:13 PM To: brett kehl ssbn654@optonline.net ---------- Forwarded message --------- From: Dan Mclaughlin <danmc aughlin20 _gmail.com> Date: Wed, Apr 6, 2022 at 618 PM Subject: HVAC Equipment for Karp Residence. 1400 Lighthouse Road. Southold NY 11971 To: daniel finne <finnecontractinginc _gmail.com> Main House Great Room: • Fujitsu 30,000 BTU High Wall Mini split Air Handler • Model# ASU30RLXB • Fujitsu 161/2 SEER 30,000 BTU R-410A Heat Pump Condenser • Model# AOU30RLXB New Addition 1st and 2nd Floor: • 2- Fujitsu 18,000 BTU Low static concealed duct type air handlers • Model# ARU18RLF • Fujitsu 18 SEER 36,000 BTU Multi Zone High Heat R-410A Heat Pump Condenser • Model# AOU36RLXFZH Daniel McLaughlin 6910 Main Road East Marion NY 11939 EPA Licensed HVAC #000348089 CELS. tt:: (,,31 - 791 ELECTRICAL INSPECTION REQUIRED APP490YED AS NOTED �(Cf DATE: .- B.P.# U FEE: Bv` NOTIFY.BUILDING -'-aARTMENT AT . 7651802: 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATION FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFOP11 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE CERTIFICATE OF OCCUPANT.. 2: ROUGH- FRAMING & PLUMBING SOLDER USED IN WATER 3. INSULATION SUPPLY SYSTEM CANNOT 4. FINAL - CONSTRIIr-!ON MUST BE.COMPLETE ;: P -0. EXCEED 2/10 OF 1% LEAC'°°. ALL.:CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ;# tUi DING ACL PLUMBING WASTE . .: WATER LINES NEED COMPLY WITH ALL CODES OF TE iNG'BEFORE COVERM, NEW YORK STATE & TOWN CODE" AS REQUIRED AND CONDITIONS OI rn�aiN1 7RA_ SQUTHLLD`OWN PLANNING BOARC Blower door SOI V007O ►N-TRUSTEES and ductwork testing required. )CCUPANCY OR Must provide Manuals D2 J and S per JSE IS UNLAWFUL NYS Ener as Code .NITHOUT CERTIFICA- ')F OCCUPANCY All exterior lighting installed,replaced or RETAIN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN CODE, of the Town Code Generated by REScheck-Web Software Compliance Certificate Project Karp Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1400 Lighthouse Road Richard and Karen Karp Brett Kehl Southold, NY 11971 None Kehl Design Assoc. LLC. 1400 Lighthouse Road 265 Jasmine Lane Southold, NY 11971 Southold, NY 11971 917-327-9941 631-433-9084 Karen@kkandp.com ssbn654@optonline.net iCompliance: Passes using UA trade-off Compliance: 7.6%Better Than Code Maximum UA: 92 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.26 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. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 298 49.0 0.0 0.026 0.026 8 8 Wall:Wood Frame, 16" o.c. 180 21.0 0.0 0.057 0.060 8 8 Orientation: Front Window:Wood Frame SHGC: 0.27 48 0.310 0.320 15 15 Orientation: Front Wall 1:Wood Frame, 16"o.c. 109 21.0 0.0 0.057 0.060 4 5 Orientation: Left side Window 1: Wood Frame SHGC:0.27 32 0.310 0.320 10 10 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 180 21.0 0.0 0.057 0.060 6 6 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.26 81 0.300 0.320 24 26 Orientation: Back Floor:All-Wood Joist/Truss 298 30.0 0.0 0.033 0.047 10 14 Project Title: Karp Residence Report date: 09/09/21 Data filename: Pagel of 2 L 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 mandatory rre�equuirements listed in the REScheck Inspection Checklist. —Pi" I/ )'W—' Qay �i� CY//4�f Name-Title Signatur Date Project Title: Karp Residence Report date: 09/09/21 Data filename: Page 2 of 2 t 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 mandatory requirements listed in the REScheck Inspection Checklist. `► N �. K� �1 i4 PZ q lR! Zf Name-Title Signatur Date Project Title: Karp Residence Report date: 09/09/21 Data filename: Page 2 of 2 GENERAL NOTES: 00 >, SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CC) NT RACTO R N 0 T E SGeneral Notes: 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 Larch #2 or better. 2. FIRE SAFETY: KE DESIGN ASSOCIATES,- Id.0 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications fo wood construction latest edition. KEHL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design • consulting PRACTICES. 2 4, Pre-manufactured trusses, C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTACTOR 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.Boz 1675 hone: 631 433-9084 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 register d manufacturer. p � � AND PAY ALL FEES REQUIRED BY THE DOVERNING 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 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 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. '-F 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 o� face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & usE OF DOCUMENT s: 5• THE CONTRACTOR SHALL BE RESPONSIELE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 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. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: co 3. DUST CONTROL: pied, disclosed to others or used in connection with an 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 DWN 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 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE a.La FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9 Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10, B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE ONSTRUCTION OF THIS BUILDING. 1 1 • THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN R 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 REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR A Y RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ' THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ' 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 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, LI-C. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 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 WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION LVOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTEC ION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2,1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL B PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. n EXCEPTION: NOTE: THE NATOOMS MEET URAL LIGHT OANDEXCEED VENTIILATION REQUIREMENTS. 8303 OF THF 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) - 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 UNINHABITABLE ATTICS WITHOUT STORAr;Eb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE rREDRILLED AS REQUIRED FOR THE ANCHORAGE USES(s) AND OCCUPANCY CLASSIFICATION(s) FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. AT�fACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABL R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITEDSTORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENT-Y INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAV A CAPACITY �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR r_/;CH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. - TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2,1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULF OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER 5PI4CING (INCHES) 8301 DESIGN CRITERIA ' V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALT_ BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 0 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT P.F.r �_.TS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 2 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMSR301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE KA R=12'-3' AS PER CHAPTER 5 OF THE AS PER TABLE 506,2 BASED ANCHOR WITH 2 16 6 16 2020 RESIDENTIAL CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STATE I THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Eo,%�w* I D fft7m N Oil E 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 V„It and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 13'-7" 1 POUND PER SQUARE FOOT = 0,0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, b2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 1400 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD . Fasteners shall be installed at opposing ends of the wood structural panel. J J 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 (!CC400) LIGHTHOUSE LOAD b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an e bedment length of 2 inches minimum into u ICy, LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. - SOUTHOLD, Y, 11971 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE 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 ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE 0''NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGYEFFICIENCY,ASPER THE DRAvwING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSIEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST SI'RESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: " 1. Section 8401 through R04 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" NEW BASEMENT 298 sq. ft. 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 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED -� NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. N TABLE 8402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. FIRST FLOOR NA THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 298 sq. ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRAT1oN SKYLJ frb GLAM CEIILM Wood MASS FLOOR PSEMEWC sue d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE IIF):% u-FACTOR FENESTRATION R-VAUIE FRAME WALL WALL , RNALLIE WALL R•VAtt1E SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWGb,e R•VALLE RPTH-VALLIE1 RNALLIE BDER-VALLIE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS ' DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE,M NEW BALCONY NA 4 (C 0.32 0.55 0.40 49 20 OR13+5t' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: ATTIC For SI: = 1 foot 304.8 mm HOUSEb NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulotian is installed in a cavity which is less SEPT 08, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than-the label or 'design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. KJ COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. b. The fenestration U-factor column excludes skylights. The SHGC column o li s to all lazed fenestration. ! BONUS ROOM NA PP 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1075-2020 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN y ti *, C. " 10/13 " means R-10 continuous insulation on the interior or exterior of he home or R-13 cavity insulation at theE^ M DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. / y UNDER FEDERAL COPYRIGHT LAW. �� f +� `' interior of the basement wall. SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT "cs't f�a r m��y „ BDK NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the " �' ' ='a CHECKED BY: MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R 13 cavity insulation on the interior of the WRITTEN AUTHORIZATION. UNCOVERED PORCHES 42 sq. ft. basement wall plus R-5 continuous insulation on the interior or exterior of the home. '10 13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE P / •. t COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. 'KEHL DESIGN ASSOCIATES LLC. oma` ` =- J ��.. SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESSy POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE i s d + '. ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for he ted slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN a �c9' � `�1E�34 /t h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab ";;� �` t^J SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED To EACH OF THE PROOF OF PURCHASE. '' :- � ' G 1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Es$�(��Q IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without �.-�;,., ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD, the authorizotion Of local governing o encles, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not ess than an R-value of R-19. g g g y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-volu applies when more than half the construct on. D EEMDESIGN•ASSOCIATHS,ac insulation is on the interior of the mass wall. (,1 j-,/ SIMPSON .STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO Bd NAILS THISUPLIFT ALLOWABLE LOADS t 2 LOAD SIDE OF TRUSS. L O O - -- y FASTENER_. LATERAL WITH PROVIDE 1 HGAIOKT ON SIDE OF CEILING JOIST MODEL GA UPLIFT UPLIFT (133/160) 8dx14" CODE TOTAL FOUR , �. /J D N0. TO TO TO AVG NAILS REF. 8d NAILS AND ON SIDE OF RAFTER RAFTERS/ ULT. INTO TRUSS Xr TRUSS PLATES STUDS (133) (160) Ft F2 (133& STU "- - SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 1985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES ac PROPER INSTALLATION PROCEDURES •j_ residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ONAIL ° °° ARTg"x12 ° e (TOTAL) LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE PO,Box 1675 MODEL GA AVG 2 INTO ° Southold, No. MAX. CLEAR ULT. LFTA LFTA REF. ° •° ° New 11911 E-Mail: ssbnb54@ ponllne.ne phone' (631)433 9084 WIDTH SPAN L CITY DIA 1!" 2" 21" 3" 31" 1l" 2" 2}" 3" 34" PLATES °m° ° 5 Id N �o f 1 EIGHT INTOSd NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 " 17" 381"16 10d — 4200 1205 1400 5, 44, ]85 STUD ''�� %%!%?%" ��"�,�/ /' '�/%!%r;%!I%/'"'/%77//x%/ y ° OWNERSHIP & USE OF DOCUMLNIS: z DOUG-FIR LARCH / SO. PINE °D These drawings and specifications including the FASTENERS ALLOW*LE UPLIFT L MODEL L AVG Od 10d x 12' CODE N D ULT. REF. LFTA ° Tod 1 D x 14" (133 j 160) (133) (160) L S T A 2 1 D° ideas, design and arrangements fK represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be D Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° HGA1.0 D° ° with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128ARTJ'x12 0 DETAIL "K" they have been prepared without written consent, ° LST20 20 12-10d 12-1Cd x 14" 2,383 775 720 720 3, 41 CNW- DETAIL "E" '° STU 8 - COUPLER NUT DOUG-FIR-LARCH Equal number of °' �SIMPSON TYPE OF DIRECTION SO. PINE CODEALLOWABLE LOADS REF. Specified nails In D° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d N0. TION (100) (125) 160 Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN DEFLECTION ARTJ"x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2,3 AT HIGHEST AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY a s 8 BOLTS LOAD DESIGN ° GA GA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF 0� QTY DIA 12" 2" 27" 3" 3}" 5�" LOAD ° THE SILL PLATE 0 0 HD2A 16 12 4f%" 2J" 2j" 8" 2' 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLo'NABLE UPLIFT LOADS No. AVG W L STUD PLATE ULT. (153)2 DF / SP (16 0) RODE SP4 3a" 7}" -10d x 1 — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE �� N0. GA yy L NAILS 100 FLOOR (133) (160) REF, WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o REF. Simpson Strong-Tie STU 5"- No. GA WL NAILS ��p R (133) (160) MSTA24 18 1 t" 24 18-10d 1025 1370 1640 7, 40, 90 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON L SPACING REF. HD2A NOT 1-0R CA CUT LENGTH (TOTAL) t z TAKE-UP WASHER CONSTRUCTION N0. (LENGTH ESD (100) (133 / 160) oc• CONSTRUCTION OF ROLL IN A ROW) NOTE: ALL HANGERS ?0 BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2t ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 iso' 14" 16 CLEAR SPAN +31" Ts" 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS D . -FIR R H I A WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MOODEL CA W H B HEADERS JOISTS ,SVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE �� BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, F LUS46 18 3 " 4 " 2 10d 16d DLT (133) (160) tOd 16d 10d 16d lOd 16d REF. ALL LIABILITIES ON THE CONTRACTOR. " " CN W— CERTIFIED BY A 4-16d 4-16d 6076 1140 1160 1-11000 — 1150 1250 7, 40, 127 DETAIL I HUS210-2 14 3b 9j 2 -- 8-16d 8-16d 6076 1755 2105 1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL -FIR AR H PIN ALLOWABLE LOADSART 'x12 STU 8 FASTENERS UPLIFT LATERAL CODE 5,— ENGINEER MODEL AVG UPLIFT (133/160) REF. ULT.N0. GA SIMPSON TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz TAKE-UP WASHER " HGA10KT 14 4-SDSJ"x144-SiDSJ%3" 1523 435 435 1165 940 160 c USE A MINIMUM OF S I 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT SPL} PROJEC l TOTAL FOUR o /• � 1SE A MINIMUM OF INTO TRUSS D8d NAILS 'IWOE OF TRUS•Gd NAILS TH[S MTS 16 �STA21 STU '- MTS16 SIMPSON SIMPSON ANCHOR BOLTS 'TOTAL FOUR /. TAKE-UP WASHER 8d NAILS HD2A Strong-Tie :INTO TRUSS L S T A�1 HUS 210-2 ® TWO °� , F1 j EAS LJ [= Nt; t 8 AIL i 1400 TO PLATES ONAIL ITONAIL 8d �� LIGHTHOUSE ROAD INTO DETAIL "Alt STUD Simpson Strong 'Tie PLATES e�O H7 INTO NAIL ® DETAIL "D" DETAIL "G" DETAIL SOUTHOLD, NY, 11971 STUD Simpson Strong-Tie H7 Simpson Strong-Tie � �� LFTA ROD SYSTEM DETAIL 1111 LFTA LFTA Ridge Strapping �DRAWIN� TITLE: NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L S T A 3 0 -- ---- -- - - -- BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA =-12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. 3'•IITFiROVGH ROOF 3,. THROUGH ROOF 2nd FLOOR 1 -'� �' STRONG-TIE DETAILS l " DEEP POOL x 8' DIA. = 42,25 cu.ft, per vertical ft. :J ROOF V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 2 ROOF AREA = 841 sq/ft, LESS THAN 1000 SQ FT. ROOF DRAINAGE pno' 3 DOES NOT REQUIRE DRYWELL CONTAINMENT CALCULATIONS AND PLUMBING RISER DIAGRAM RON LTP4 2 2 „ 3•, U = AxRxc I LTP4 FLOOR 3„ 2nd FLOOR A = 841 sq/ft 2' LTP4 3 R = 2" RAINFALL = .17 ft J NorEs: 3" C = COEFF. = 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" IQTCfiEM 3,. MASTER BATI,ROOM 2•• vow V = 841 X 1 X .166667 = 140.17 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2' 3..2- ROOM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2•, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L T P4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping s< 2 ov7 - F1DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR st FLOOR 140.17 / 42,25 VERTICAL FT, FT = 3.32 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail FLOOR 2 3 2' 2 ' 3 C.0. Simpson Strong-Tie 3 3 USE (1) 8' DIA, POOL 4'-D" DEEP = 4 V.F. FORMALLY ACKNDWLEDGED AS REVISION TO THESE PLANS.Floor-to-Floor Connections OR SEAL: DATE: 3 4" F.A. VENT 6" 140.17 / 22.3 VERTICAL FT. / FT = 6.28 V.F. SEPT 08, 2021 ALL SIMPSON HANGERS HAVE BEEN CERT FIED BY AN ENGINEER TO HAVE A CAPACITY C,O O.O. 4 OABOVE GRADE USE /2 6' DIA. POOL 4' DEEP - 8 V.F. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. O.o. .. 1 ) _ �,s"ter PROJECT N0: 3•' 3' 4 4" Cl TO SCWA APPROVED ,�U'L �� 'irL�,� y�, ~ C SEWERAGE SYSTEM _..•!R".b,��' } 1075-2020 NO SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS) TRAP POOLS TO BE PLACED ON OPPOSITE SIDE OF "'S� f�' DRAWN BY: BDK At( framing hardware shown on these plans, HOUSE AND/OR LEADERS TO BE PIPED TO CHVIED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE rt.,'' e,,,f ` ,, z '. LS (1/2 OF THE ROOF TO DRAIN TO EACH .�l ,: � ;, f. No substitutions are approved or authorized, EET NUMBER: POOL R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND , MAINTAIN MIN, OF 20 FEET FROM SEPTIC - ' `-- --- Due to the relationships of framing hardware to c 05� the other components of the structure, any g . .framing LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A SYSTEM AND MINOF 10 FEET FROM FOUNDATION) ' p c p 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 G nhardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �' : 2 null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. performance of the entire system, 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 DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 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) BE DIVERTED TO EACH POOL. 0 IMHIIrDESIGN•ASSOc> M ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 11111 bil KEHL DESIGN ASSOCIATES �.c residential & commercial design • consulting P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC a formerly D A K Associates,LLC •'��'?�"��J��/��%,/,%"',`,�'!�:,�r%%��-•'.i•4�l�i/rte rvr..'.%,�J��%��'r. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: 12-27-19 li i' Bedroom o :TU Dining WORK NOTES: W/D BathRoom E0 Room Bedroom RIOT FOR Chimney Bedroom CONSTRUCTION CL. Kitchen USE UNLESS CL. - CERTIFIED BY Hall PROFESSIONAL CL. 136droom ENGINEER a Living Room O - Pantry PROJECT: Existina Second Floor SCALE: 1/4"= V-0" y 1400 LIGHTHOUSE ROAD SOUTHOLD, NY, 11971 ' ExistingFirst Floor .DRAWING MILE: SCALE: 1/4"=T-0" A EXISTING V LAYOUT 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 SDLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR { UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3 SEAL: DATE: SEPT 08, 2021 m... •s�, 1,0 PROJECT N0: 1075-2020 D' r. �'C�h� D AWN BY: jam ' t '; BDK ECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE _ . © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AREx 1 SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT4�t'' \`'^ ` 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE * Al PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3 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 [JOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization ' 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with suchDESIGN-A3SO TET 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. KEHL DESIGN ASSOCIATES 22'-lOY' residential & commercial design • consulting 2 P0.Boz 1615 phone; X631 J 433-9084 Line of New Addition Southold,New York 11971 E-Mail; ssbn654Qoptonline,net Kehl Design Associates77 ,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 0 These drawings and specifications including the • o - -a Q ideas, design and arrangements represented therein, are the property of KEHL DESIGN z ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection A _ - A with any work or project other than for which I they hove been prepared without written consent. PROVIDE HURRICANE STRAPPING If! PROVIDE HURRICANC STRAPPING IN ACCORDANCE WITH THE ACCORDANCE WITH THE 2020 RESIDENTIAL CODES t3'-4 4• REV: OF NEW YORK STATES RESIDENTIAL CODES OF CIEW YORK STATES 12-27-19 Existing Wail To Be Removed N 01 VERIFY ALL DIMENSIONS TO N r — — — — — — — — — — — — — — — l 1 TOTE: VERIFY ALL DIMENSIONS TO N I I I I N ALINE WITH INSURF OORLOORSNEW EXDDTNON INSURE FLOORS OF NEW ADDITION N ALINE WITH FLOORS IN EXISTING I I 1 HOUSE. i I ( I HOUSE. II I � TO BE ALL HEADERS ARE TO BE (2)13/s'X 9Y' LVL UNLESS I I (2)0/4"X % X 9S LVLEUNLLESS OTHERIMSE NOTED \ i o I Existing Crawl Space IoI OTHERWISE NOTED ~I 1~I NOTE: VERIFY ALL DIMENSIONS I I 1 �I 3. 10 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION C w I 1 —5/ C I iISURC WALLS OF NEW ADDITIOW LINE—UP WITH WALLS IN HOUSE. x I (w LINE—UP WITH WALLS IN HOUSE, Existing Well NOTE: PROVIDE FIRE BREAKS NOTE. PROVIDE FIRE BREAKS AS PER — — — — — — — — — — — — — — — L — — — — — — — — — — — AS PER WORK NOTES: THE 2020 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE 2020 RESIDENTIAL CODES OF RFSIDENTIAL CODES OF NEW YORK STATE NEW YORK STATE Existing Crawl Space Existing Crawl Space Existing Crawl Space Existing Crawl Space A NOT FO R CONSTRUCTION F F_ 7 F - - - 7 USE UNLESS _ _ _ _ _ _ _ _ — — �I I I I I I I CERTIFIED BY A — I 1.5E Timberstra d LSL — (—r 9.7 2) 1,5 x 5 1.5E Tai�er — �(�� 1.5 x 9.75E T' e Wall To Be Removed — I f - - - - - - - - I I I I I PROFESSIONAL Existing 6x6 Gird-r Sy=trm I I Existing 6x6 Girder System and Footings To be Replaced I 1 and Footings To be Replaced E N G I N E E R I� I Existing Crawl Space Io1 Existing Crawl Space 1 v I Dig out existing crawl space — — — -� — — — — l o l To create on 5-11" —� I I I I I I Finished Crawl Space or Less IoI P I 1 5 x 9.25 1.5E Timberstra d LSL — (2) 1.5 x 9.25 1.5E Tlmherstra d LSI — 2 1.5 x 9.25 1_5E Timberstrand LSL I I Existing Crawl Space —f II J II I I I I L - - - -J L - - - J L — — - -1 fisting 6x6 Grder System Existing 6x6 Girder System !PRtOJECT: and oo ingsTo be eplaced and ao ingF�Ts owe Replaced Existing Crawl Space R 1, Provide lew Bilco Doo on Existing Crawl Space Existing Crawl Space 3 A Reb jilt Found tion Uo Pr vid Reb ilf Elair as nec ssor E I D1400 F - 7 F - F - LIGHTHOUSE ROAD 1 0 1 1 0 1 1 0 1 SOUTHOLD, NY, 11971 L _ _J L _ J L _ J DRAWING TITLE: B EXISTING FOUNDATION PLAN K °' EXISTING Scale:4w- r-o � FOUNDATION Existing Wall PLAN New Foundation Wall 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 New Dutch Wall FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New Column Footings SEAL: DATE: SEPT 08, 2021 PROJECT N0: 1075-2020 DRAWN BY: BDK ;0 CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE C O COPYRIGHT 2021 KEHL DESIGN ASSOCIATES ' `..` <LLC. ALL FLOOR PLANS AND ELEVATIONS AREi�� r SHEET NUMBER: R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND ' `'' PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 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 REQLIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n 4 �`' CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM T102 HESE `� - �: �� r. � ' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ft F .SSI 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 DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COt-D-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies M ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. /12/aP Bilco Door Frame 4" ffn226 Studs 16"oc. 1" CDX Ext. Sheathing 226 Sill 20.834 INTERIOR OF Hurricane Strapping 3, KEHL DESIGN ASSOCIATES d CDX t3'_q 4^ 7'_4^ 1x8 ACQ Cap EXTERIOR OF residential 8 commercial design . consulting Perimeter Beam (See Detail) 226 ACQ Sill 1JI210 x 9'' Floor Joists 16"oc. 4'-03 -4» _0 s" BILCO g'x 18" Anchor Bolts 32"oc. (2)15 Horizontal Rebar— 2x6 ACQ Plate #5 Vertical Rebar 48"oc. _4^ P0.Box 1675 phone: (631)433-9084 8" PC. Foundation I I -0^ g'x12" Anchor Bolt Southold,New York 11971 E-Mail: ssbn654optonline.net (3)#5 Rebar Stirrups _ _ _ _ Equally Spaced Bilco Foundation 24" Cone. Butress I " I Kehl Design Associates,LLC o formerly D A K Associates,LLC — Wall ,.,/// Damp Proofing i i i 2x6 Studs - 1 6"oc. OWNERSHIP & USE OF DOCUMENTS: #5 Vertical Rebar I I 3„ These drawings and specifications includingthe (2;1 5 Horizontal Rebar I 4 CDX Sul loor 2x6 Shoe ideas, design and arrangements represented Elo % 2x6 C� 16"oc 14 x 51, LVL Box Beam ASSOCIATES, LLC. No part thereof shall be 24"z8" Conc. Ftg o �4 v therein, are the property of KEHL DESIGN \ I I I Simpson Tydowns 1,3"x 7/4 LVL Floor Joist 12"oc 2x6 ACQ Sill copied, disclosed to others or used in connection 24"x 8" Conc. Footing I I I (2)2x6 ACQ Girder r with any work or project other than for which BILCO FOUNDATION �L„ Sill Seal / Termite Shield they have been prepared without written consent. (Min. 3'-0" Below m � � Simpson Hurricane Strapping "x18" Anchor Bolts oc. Final Grade) J i i L — — — WALL CAP DETAIL A101 4x4 ACQ Post (2)#5 Horizontal Rebar ' — — — — — —' �» 4x4 Simpson Post Anchor REV: FOUNDATION I I I 1/2"x12" Anchor Bolts Grade 12-27-19 Grade BUTTRESS , 5'-11y2' 12'-0 4" cc DETAIL H 101 " "� 4" PC Slab I I o 12" Concrete Pier to Grade ----Damp Proofing New w Pal Va or Barrier i i #5 Vertical Rebar 4'-0"oc. / y p J #4 Rebar A Crawl 2' 2'-o"x 1'-0" x ° N A SpaceConc. iw/ I (_ (4)#5 Rebar Equally o Spaced (EW.) I (¢ � 8" PC. Foundation (214"O%" LVL Flush Girder (2)14"x7Y" LVL Flush Girder) (`V 0 Beam Pocket I — I � U �^ Beam Pocket — \_ ccN 31" Steel Column I Bilco "C" Door —� — I" I (2)#5 Horizontal Rebar W/12" Extension ( 4" PC Slob I ( Deck Footing " PC. Slab lz8 ACQ Cap2'_p^ w/ Poly Vopor Barrier C 2x4 Keyway (See Detail) I I S � i Detai I WORK NOTES: Plate, I I J New 2z8 ACQ PlatI I ( \ Crawl4f 2x6 Al @ 16'oc. Moisture Barrier x Space -8" 8"x8"216" Conc. I '-5 4' 15-10" 18'-0" 11 Conc. Footir.,grel L.W. Pier with 2x8 ACO with (4)#5 re and #5 rebar 2'-0" S.W. h Height of Rae Foundation I Top Plate - -� 3'-4" 11'-4" 3'-4' Above the Basement Floor. y, J 2'-6 oz o " (Mf 5'-11") -I „ -Gidf--- --�'• -j'A� -LVLfitd,- C Beam Pocket - — Foundation N OT FO R Beam Pocket CONSTRUCTION I o _ Detail- CERTIFIED USE UNLESS 41 "0%" LVL Flush Beam 14"x7Y" LVL Flush Ba o BY A BILCO FOUNDATION 0 Existing Crawl Space PROFESSIONAL Pr81okng'id2" PC Slob Existill Crawl Space ENGINEER w/ Poly Vapor Barrier DETAIL B101 N i Above this Beam o ,3 > Continuously 6 _J ` O J O J -O -O ' ' " —6" Existing — �Y - Y 8' '-6N " 1 Crawl �� 2'-o"x 2'-o"x 1'-0"12 Existing i TL� � Conc. Ftg r� Crawl x Space x Space (2)2212 AN Stringer 12'-3Y" — — — — — — - - - -I 11' N (2)2212 ACQ Stringer ly" 4" 4 4 4 3 ^ 4 4 X X I / x x I 9 25 1.5�Tim er r n L t — I ' ) 1.5 x 9 25 LSE Tim erstr�id LSI _ 1.5 x q 5 1 5E Tirnb rs r n L 4 � w r-.2'-0"z 2'-0"x 1'-O" w w w ��I PROVIDE HURRICANE STRAPPING IN 2x11" ACO Tres L� •3 Conc. Ftg. � 8"z8"216" / —) ACCORDANCE W1TH THE Conc, Block L — — — J L — — — — — — J 2020 RESIDENTIAL CODES PROJECT: Pier r — — — — — OF NEW YORK STATES 1 / (2)14'X91" LVL Girder_ j (p 13"xg" LVL I 1 o GirderH Existing Crawl Space 1KARP 11 -� ml/ Existing Crawl Space NOTE: VERIFY ALL DIMENSIONS TO -534' 0 3-1034 I — — — — — — NSURE FLOORS OF NEW ADDITION 2" PC Slab _g ALINE WITH FLOORS IN EXISTING A 12W Existing w/Poly Vapor Barrier I I I — �(2) 1 5 x 9 1 SE Timberstr — I 5_LLE Lmberstr n S STAIR DETAIL C101 Crawl S a 25 ,.SST"nl'ers`r° d Lsl — E Space , , I i ► i i i 1400 L —_ — — — — J — — — J ALL HEADERS ARE TO 6E _ (2)1 a"X 9Y" LVL UNLESS LIGHTHOUSE ROAD m Li CT D O C x ` OTHERWISE NOTED X w w SOUTHOLD, NY, 11971 BASEMENT DOOR w x CLASSIC SERIES - STEEL SIDED o ExistinCrawl Space NOTE: VERIFY ALL DIMENSIONS g o DIM 'C' size 'a B c '0 'r' r Provide New Bilco Door on Existing Crawl Space INSURE WALLS OF NEW ADDITION rHEIGHTI w1DTH) (LENGTH)(HEEGHT) (r0 W) TO L) (C 0) B 51' 64' 22' 44' 60' 41' Rebuilt Foundation LINE-UP WITH WALLS IN HOUSE, C 55' 78' 19 1/2' 49' 67' 45' Provide Rebuilt DRAWING TITLE: / 047' 5B' 30' 40' 58' 37' Stairs as necessary SL 51' 43 1/4' 52' 44' 60' 41' NOTE: PROVIDE FIRE BREAKS DIM 'B' M >.E�DE., AS PER EEJLENGTH ' ' SIDE-SIw IDE DD T ' FRAME OPENING xrnDE LDl"EDnWSI ITHE 20O W DIME RESIDENTIAL CODES OF LENGTH ILIA ED LFT ASSITN I I I F I NEW YORK STATE FOUNDATION 01, 04�L _ J L _ _1 LOJ PLAN DIM "D' '--FRAME ❑PENIN&J WIDTH SIDE-LEI RL VOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE B 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 HELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT DIM 'A L DIM 'F' I FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. WIDTH CLEAR OPENING NEW FOUNDATION PLAN SEAL: DATE: BILCO DOOR SPECS. D101 SEPT 08, 2D21 Scale:4■ _ if-On PROJECT NO: �^ « 1075-2020 . • DRAWN BY: Existing WaII , s� . Cy • � •~ BDK CHECKED BY: R301 DESIGN CRITERIA AS PER' THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � ��,� New Foundation Wall = = © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE <: � ..,� _ STET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND , , ,Il, y3'�, �_1 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 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 REQUIREv1ENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF c�® ;0516 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEt�4"�n� Al 03 R301.1.1 ALTERNATE PROVISIONS gffl��M New Dutch Wall- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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 DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. New Column Footings Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (VVFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN93SOQAIP,S,rrc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. R 144 y", 1/0 w/ Ulii ...... Mar K_R r7l 0) PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN KEHL DESIGN ASSOCIA'T'ES ACCORDANCE WITH THE 22'-10K ACCORDANCE WITH THE residential & commercial design . consulting 2020 RESIDENTIAL CODES 13'-4Y4' 2020 RESIDENTIAL CODES OF NEW YORK STATES OF NEW YORK STATES ,-3'-5,0' 6 1-6 '-2- ._334„ PO.Box 1675 phone: (631)433-9084 HDTE: VERIFY ALL DIMENSIONS TO OTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Mail: ssbn654@optonline.net INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. HOUSE. Kehl Design Associates,LLC 9 formerly D A K Associctes,LLC UVVNERSHli` & USE OF DOCUMENTS: [ A,I-L HEADERS ARE TO BE ALL HEADERS ARE TO BE These drawings and specifications including the 9,y )lY,'X 9Y," LV_ UNLESS (2)134"X 2' LVL UNLESS ideas, design and arrangements represented OTHERWISE NOTED OTHERWISE NOTED 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 NOTE: VERIFY ALL DIYFNSIONS NEW NEW NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. NOTE: INSURWALLS OF NEW ADDITION WDH21052 WVVDH2EI R052 INSURE WALLS OF NEW ADDITION L E UNE OF NEW HOUSE ADDITION 6 OVEP 1 1 1 6 OVER I LINE-UP WITH WALLS IN HOUSE. IN[-UP WITH WALLS IN HOUSE. 2 12'-534" P2 V: NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS 12-27-19 AS PER Li C'4 CD AS PER THE 2020 THE 2020 RESIDENTIAL CODES OF Rl-, RESIDENTIAL CODES OF NEW YORK STATENEW YORK STATE _J 101q,�?P� 1A F _ _ r 'P�') r4 New _1�1_ KING Master Bedroom zC:) LINE OF EXISTING HOUSE Ln Lo J /0'sFc� WORK NO I ES: 0- Ito, 2 New cc L�j=> C Z0 Walk-in C Closet 0 NOTFOR 00 o CONSTRUCTION Line of Tub Rear Wall LINE OF HOUSE TO REMAIN USE UNLESS of—Kitchen 2868 Poc ' Continuous CERTIFIED BY A 13 `� V " Flush , ouLoss the Rear of Ln the Second Floor Roof Line 0 1 1 PROFESSIONAL e—Ek L�J 1�-4% ENGINEER �ew Existing 0 Laundry Bathroom Closet 144' Remodel o 0 Existing Office Ln 3 in (D 1� < CN LT, (3) 1'�%52" LVL W/ (2) 4" Steel Fitch Plate 1c, Flush BM. New CD 0 Mchen o CL �__l tLayoul PROJECT; '�J 14'621" LVL Sistered Side IF R Em S I D E H C%o EZ Ex sfir g LP S air,� -1 -1 W2 1400 T T LIGHTHOUSE ROAD SOUTHOLD, NY, 11971 0 ITT Existing Mudroom DRAWING TITLE: NEW 2 FIRST FLOOR 2 PLAN 5'-�— NOTES: NEW FIRST FLOOR PLAN 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 HELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT New Wall FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAL E: SEPT 08, 2021 PROJECT NO: 1075-2020 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF P 051 ,E DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CONSTRUCTED AS PRESCRIBED BY THIS CODE AP A 1 O4 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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 DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE.. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD--FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN-ASSOCIATES, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. \IEll51_�3E'i KEHL DESIGN ASSOCIATES, roc residential & commercial design • consulting P0.Box 1675 phone; (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net B 1 -< Kehl Design Associates,LLC o formerly D A K Associates,LLC iJWNERSHIP & USE OF DUCUMENIS: These drawings and specifications including the PROVIDE HURRICANE STRAPPING IN ACCORDANCE HURRICANE STRAPPING IN ideas, design and arrangements represented ACCORDANCE WITH THE ACCORDANCE WITH THE therein, are the property of KEHL DESIGN 2020 RESIDENTIAL CODES 2020 RESIDENTIAL CODES ASSOCIATES, LLC. No part thereof shall be OF NEW YORK STATES copied, disclosed to others or used in connection OF NEW YORK STATES with any work or project other than for which they have been prepared without written consent. NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. REV: HOUSE. 12-27-19 AtI_ HEADERS ARE TO BE ALL HEADERS ARE TO BE (2)13/"X 9Y2' LVL UP!LESS (2)1/X 9/ LVL UNLESS OTHERWISE NOTED OTHERWISE NOTED A A NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONSIf1SURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 THE 2020 RESIDENTIAL CODES OF RESIDENTIAL CODES OF NEW YORK STATE NEW YORK STATE WORK NOTES: a Cl Cl NOT FOR Replace Existing CONSTRUCTION Window with Same I� A31v/— e Window_ USE UNLESS r - - - - -� — 6 LITE 11F I 12'-0" 12'-3" I CERTIFIED BY A 3Y• ' I PROFESSIONAL Existing I ` 30"x45" ENGINEER � I I Venting Existing Skylight BedrooI Replace Existing Window with Some _� I \ - - - - - - - - - - - - - - - - - - - - - - - - - - -� ol� Size Window. Replace Existing I o 0 =10 Window with Some Existing �I Size Window. I Master Bedroom va I I� d —25L6— =o I � — Ex• © � Existing I PROJECT: - N 2566 CI Bedroom I r Replace Existing I N o o of Window with Some 0 Size Window. I Existing ®�-2'-7%" w Nl ' NL N Hall - - - - - -sY, - - o - - - — " - - o - - - - `oi� �I 11064 Po . -2/, ExistingE) E kt; lt Existing 40) 22"x30" 1' n;" 3Y Bathroom 2 Venting ' I sti � Fa Skylight I � 7�Q® I 4'-6 4 tal N o I 12 3" -54 I LIGHTHOUSE ROAD L - - - - - - - - AX251v - - - _ - - - - - - - - - - - - - - -- J SOUTHOLD, NY, 11971 6 LITE Replace Existing TEMPERED Window with Same Size Window. 13'-04 '-84 DRAWING TITLE: -�� 2 NEW SECOND FLOOR PLAN NEW SECOND FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Existing Wa I I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Q�/� UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT New V Y WaII FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 08, 2021 ;' PROJECT NO: 't 1075-2020 i`G Cya tittle `M•. ` ' DRAWN BY: Wlw 3. C,�r�?;,. ;`' BDK R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE CHECKED BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR 3 _ SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 1 E 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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 1 d' 05 _ CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ` �;' A105 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ' SS14� 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 *fir DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 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 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) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �rDESIti•ASSOQAIPS, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ` �',:'VSs/��; E.;./i,/��%%✓.i`.!.�> �¢.. %;!/x- -- - KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN P0.Box 1675 phone, (631)433-9084 ACCORDANCE WITH THE ACCORDANCE WITH THE Southold,New York 11971 E-Mail: ssbn654@optonline,net 2020 RESIDENTIAL CODES 2020 RESIDENTIAL CODES OF NEW YORK STATES OF rIEVJ YORK STATES Kehl Design Associates,LLC a formerly D A K Associates,LLC ,�%�r%/'Maio �lIT/l�" �i��T�/% �y-, NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO OWNERSHIP & U5E OF DOCUMENTS: INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION These drawings and specifications including the ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING ideas, design and arrangements represented HOUSE. HOUSE. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE with any work or project other than for which (2)13/"X 9y" LVL UNLESS (2)1/a 3 „X 9Y" LVL UNLESS they have been prepared without written consent. OTHERWISE NOTED OTHERWISE NOTED I ' REV: NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS 12-27-19 INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. ALINE-UP WITH WALLS IN HOUSE. I NOTE: PROVIDE FIRE BREAKSETL JT— NOTE: PROVIDE FIRE BREAKS AS PER 11-1 AS PER THE 2020 THE 2020 RESIDENTIAL CODES OF q�: RESIDENTIAL CODES OF NEW YORK STATE e IIII I � NEW YORK STATE NLLL IIII II \ H 11 LL ILL�11 1111 1111 1111 11 11 if LLL 11 IT Ill IL Aj 1111111 111111 .JU-1 J 1111 111111 11 IT 11 1 IT 11 111111 111111 T I 11 IT 11 11 If 11 1111 L 11 11 .111 111111 IIITII I 0 ILU 11111 1111111 11 Ill 11 11 11 IT 11 111111 JEUIL o WORK NOTES: NOTE: VERIFY LOCATION 0 11 it 11 111111 11 if I I IT 11 11 IT 11 11 IT a OF ELECTRIC METER L1 � 1111 1111111 111111 IIITII IIITII HIT 11 111111 HIT I 1 111111 111111 Ill 11 111111111111 111 IT 11 11 IT 11 1 1 11 11 IT II 111111 IITI_fl1IITII IIITII HIT it I NOT FOR CONSTRUCTION SOUTH ELEVATION USE UNLESS CERTIFIED BY A SCALE: 1/4"= 1'-0' PROFESSIONAL ENGINEER � I PROJECT: i ItA R 12. LLLLLLLLLLL RE 1 D E KF [H4 1�wu� .1400 LU LIGHTHOUSE ROAD �F SOUTHOLD, NY, 11971 i 31 ILA I Ll 11 I � J � � �� DRAWING TITLE: �_ I llLll l I_1J1L1,-, L ® ® � _u1i JJL 11 1 LLILLLLLL ELEVATIONS W��l I iiLLLLLLLLI 1W�1 � � III NEW �� NEW U_ III I WD421052 WDH21052 L 1L1W11 L L L LI LL NOTES: U L lJ I I III I I I I I I �I I I I I I_L �� 1W �. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NORTH ELEVATION FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 08, 2021 SCALE: 1/4"=1'-0" PROJECT NO: 1075-2020 pDRAWN BY: CHECKED BY: r T,„ R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �c . %N, (D COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 0: SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT " I4 � � 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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 1. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �J; 051 �a` A201 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 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 �'" �� DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 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 ' 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FEMA, etc. Verify all conditions, codes, and requirements with such BF�IIrDESIGN,ASSOQAT, � 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior Departments, DEC, construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES �,c I residential & commercial design • consulting ' I LH —ILL I PROVIDE HURRICANE STRAPPING IN PO,Box 1675 phone: 631)433-9084 ACCORDANCE WITH THE Southold,New York 11971 E-Mail: ssbn654@optonline.net I J 1 2020 RESIDENTIAL CODES OF NEW YORK STATES Ll NEW Kehl Design Associates,LLC•formerly D A K ASSOCIates,LLC NOTE: VERIFY ALL DIMENSIONS TO OWNERSHIP & USE OF DOCUMENTS: I I4 INSURE FLOORS OF NEW ADDITION -- IL1L11 LI III II �- 1_ ALINE WITH FLOORS E EXISTING These drawings and specifications including the ideas, design and arrangements represented fL1 HOUSE. 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 (2)13/"X 9Y" LVL UNLESS ESS ALL HEADERS ARE BE they have been prepared without written consent. OTHERWISE NOTED LLLULLI- LIL LLLILAREV: I II LI_I NOTE: VERIFY ALL DIMENSIONSLLiLli 12-27-19 o INSURE WALLS OF NEW ADDITION JEW NEW NEW NEW NEW LINE-UP WITH WALLS IN HOUSE. WDH21052 WDH21052 WDH21052 ILLLLLLUWDH21052 WDH21052 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ELEVATION_WEsT SCALE: 1/4"= 1'-0" r WORK NOTES: NOT FOR fl CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER a iLLLJ PROJECT: Li 111174% ralhI R E I D El"M E I 1400 PROVIDE HURRICANE STRAPPING IN LIGHTHOUSE ROAD -LLL iLELL ACCORDANCE WITH THE 2020 RESIDENTIAL CODES SOUTHOLD NY 11971 OF PJEW YORK STATES > > L L— 1- NEW W TID LJLL�i FWH60611-4 iLLLILNOTE: VERIFY ALL DIMENSIONS TO n CV INSURE FLOORS OF NEW ADDITION l DRAWING TITLE: ULLI-LIII �LL� � ALINE WITH FLOORS IN EXISTING �' �LL1U1JJJL1l II I l ILII HOUSE. iLLLIJ ALL HLADERS ARE TO BE `2''4°X WI LUL UNLESS ELEVATIONS OTHERWISE NOTED EAST ELEVATION NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITIOIJ LINE-UP WITH WALLS IN HOUSE. SCALE: 1/4'=1'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: PROVIDE FIRE BREAKS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE AS PER PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE 2020 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR IFELD FIT, THE RESIDENTIAL CODES OF DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW YORK STATE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPT 08, 2021 PROJECT NO: 1075-2020 a�,zp DRAWN BY: J. CC) 'AA ``d � B D K CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE : r` ' '�' � � ' SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTUFES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 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 �;_ °-' t• 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �� - '; '�� ` A202 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. a 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. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such M1111MGN-01MAM ne 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Hurricane Strapping ,,�;f� / ,,,.%r+,,, : ;- Ridge Vent 14"x92' LVL Ridge ' L� - — - t lElGl_fF 2x4 Hangers - 16"oc. f� F 2x6/ 2x4 Strongback 2x8 Rafters - 16"oc. V� �° CDX Roof Sheathing KE DESIGN ASSOCIATES LLC Ice and Water Sheild residential 8, commercial design o consulting Standing Seam Metal Roof Hurricane Strapping PROVIDE HURRICANE STRAPPING IN P0.Box 1675 phone: (631)433-9084 If CeilingJoists - 16"oc. 1x6 Fascia ACCORDANCE WITH THE $outhold,NevvYork 11971 E-Mail: ssbn654@optonline.net R-49 Insulation R-49 Insulation 2020 RESIDENTIAL CODES OF NEW YORK STATES " Sheetrock 12" Beaded Azek Vented Soffits Kehl Design Associates,LLC o formerly D A K Associates,LLC Match Existing Freize Board Sheetrock N r ' Sheetrock a° Exterior Sheathing NOTE: VERIFY ALL DIMENSIONS TO OWNERSHIP & USE OF DOCUMEN 15: BlueSkin House thi or Equal INSURE FLOORS OF NEW ADDITION R-21 Insulation P 9 These drawings and specifications including the R-21 Insulation �f001Y1 ALINE WITH FLOORS IN EXISTING g p g Cedar Shingle Siding ideas, design and arrangements represented HOUSE. therein, are the property of KEHL DESIGN Ridge Vent ASSOCIATES, L.L.C. No part thereof shall be 4" CDX Subfloor 3„ 2x6 Studs - 16 oc. Existing Ridge copied, disclosed to others or used in connection 1/x1Y" LVL Floor Joists NORTH ADDITION the have been prepared without written consent. 13'-4%" l 16 Joists ALL HEADERS ARE TO BE with any work or project other than for which (2)1 a"X 9Y" LVL UNLESS 2x6 Rafters - 16"oc, y p p OTHERWISE NOTED J" CDX Roof Sheathing 6.5' Closed Cell Ice and Water Sheild R-19 Insulation Spray Foam Ins REV: '" Sheetrock NOTE: VERIFY ALL DIMENSIONS Hurricane Strapping R-35.75 Standing Seam Metal Roof System 32' Steel Zip Column 4 INSURE WALLS OF NEW ADDITION PP g 12-27-19 with Cap and Base — LINE-UP WITH WALLS IN HOUSE, Ridge Vent Lag Bolted to Girder c New BVWVI 8" PC. Foundation 13"x91" LVL Ridge with 31, 11, Galy. Lag #5 Vertical Reber 48"oc. %" Tie Rods @ 48" ac. Bolts Space Damp Proofing 6 4" PC Slab NOTE: PROVIDE FIRE BREAKS W/ Poly Vapor Barrier 2)#5 Horizontal Rebar AS PER 5x8 Rafters - 16"oc. R-30 Insulation #5 Rebar 2'-0"oc. THE 2020 e CDX Roof Sheathing 6.5" Closed Cell Short Way RESIDENTIAL CODES OF Ice and Water Sheild 6.5" Closed Cell Spray Foam Ins. Hurricane Stropping NEW YORK STATE Spray Foam Ins. R-35.75 (4)#5 Rebar Long Standing Seem Metal Roof R-35.75 / 1x6 Fascia 2'-0"x 2'Ftg. " 1'-0 16% 8' Way 6"oc. R-15 Insulation --r \ 12" Beaded Azek Vented Soffits Conc. Ftg. w/ Cone. Footing `---Match Existing Freize Board (4)#5 Rebar Equally (Min. 3'-0" Below) S 10'-8Y" -7� Spaced E.W. 4" Exterior Sheathing p ( Final Grade) -- R-15 Ins otion R-15 Insulation BlueSkin House Wrap or Equal JAICedar Shingle Siding R-49 Insulation R-49 Insulation R-49 Insulation Ex. x6 FJ 16 oc. 2x4 Studs - 16"oc. Hurricane Stropping " Sheetrock R-21 Insuh 11 n R-21 Insulation NORTH ADDITION Sheetrock New Sheetrock 21° Sheetrock Z' Sheetrock WORK NOTES: Madcr New R-21 Insulation Bedmom SO Walk-in _ Sheetrock z CROSS SECTION 4" Exterior Sheathing " Sheetrock CIS 3' Exterior Sheathing Grac House Wrap or Equal ° Sheetrock 3-0" BlueSkin House Wrap or Equal SCALE: 1/4"= 1'-0" g g 3 „ I a CDX Subfloor p q 3O Cedar Shingle Siding 3" 1Fl z7Y" LVL 1Fl z7/ LVL Cedar Shingle Siding 13'-11/ 7'-6" 14'-7Y" 9 9 Floor Joists Floor Joists 2x6 Studs - 16"oc. 3" 3" a CDX Subfloor @ 16" oc. @ 16" oc. a CDX Subfloor 2x4 Studs - 16 oc. N Hurricane Scrapping Hurricane Strapping ®OT �®R Existing 6x6 Girder System CONSTRUCTION 2 13"z 7Ya" LVL Flush Girder r„ R-19 Insulation and Footings To be RePi3ced USE UNLESS LESS (2)#5 Horizontal Rebar R til Insulation O a R-30 Insulation Sheetrock R-19 Insulation Sheetrock EXIStI C("dWI Space R-19 Insulation 5"x ,8" Anchor Balis ,6"aa. " `2 CERTIFIED BY �4 Ridge Vent 6 10'-9%" 10'-9%' 10'- 4 �„ T-�� 2x6 Rafters - 16"oc, 32 Sll. Column 2x8 Ridge 3„ New 4" PC Slab 4" PC Slab (3) 14'x 91' LVL Girder 4 Roof Sheathing Ice and Water Sheild 1" ' Dutch wall Existing Foundation /� 8" PC. Foundation CraWI 32 Stl. Column w Poly Vapor Barrier PROFESSIONAL Standing Seam Metal Roof #5 Vertical Rebar 48"oc. Space I� �7 ��i Damp Proofing (2)#5 Horizontal Rebar Domp Proofing 4" PC Slab 8" PC. Foundation #5 Vertical Rebar 48'oc. ENGINEER 2x6 Ceiling Joists - 16"oc. a/Poly Vapor Barrier---,,. 2)#5 Horizontal Rebar 2'-D"x 2'-0"x 1'-0" #5 Rebar 2'-0"oc. Conc. Ftg. w/ �7)#5 Horizontal Rebar .. Short Way (4)#5 Rebar Equally 16"x 8' 16"x 8" #; Rebar 2'-0"oc. Spaced (E.W.) R 49 Ins ition Conc. Footing \ � Conc. Footing (4)#5 Rebar Long (Min. 3'-0" Below Short Way 2'-0"x 2'-0"x 1'-0° (Min. 3'-0" Below Way 6"oc. Final Grade) \(4)�5 Rebar Long Conc. Ftg. w/ Final Grade) 1x6 Rake Way 6"oc. (4)#5 Rebar Equally 6.5" Closed Cell 6" Beaded Azek Vented Soffits Spaced (E.W.) Spray Foam Ins, Match Existing Freize Board R-35.15 PROJECT: 1x6 Fascia \� 12" Beaded Azek Vented Soffits Lamm r"PA, \—Match Existing Freize Board 4" Exterior Sheathing [ACA K I ? ? ulation BlueSkin House Wrap or Equal Cedar Shingle Siding 2x4 Studs -Hurricane Strapping CROSS s B I e TYU Joists lb oc. 1x6 Fascia R-49 Insulation R-49 Insulation /R-49 Insulation ADDITION SCALE: 1/4"= 1'-0" 1400 21" Sheetrock Sheetrock 1 Beaded Azek Vented Soffits 3o1 Mate Existing Freize Board NORTH LIGHTHOUSE ROAD 3" Exterio Sheathing SOUTHOLD, NY, 11971 R-21 Insulation R-21 Insulation R-21 Insulation BlueSkin Hot e Wrap or Equal \ Cedar Shingle ding Sheetrock 2x6 Studs - 16" 1334"z7Y" LVL DRAWING TITLE: Floor Joists PROVIDE HURRICANE STRAPPING IN 4" CDX Su leer @ 16" oc. 4" CDX Subfloor ACCORDANCE WITH THE 2020 RESIDENTIAL CODES OF NEW YORK STATES 2x2 Furring R-19 Insulation R-30 Insula tion R-3D Insulotion @16' oc.. 3„ NOTE: VERIFY ALL DIMENSIONS TO CROSS s E cT i o N Ex. 3"x4" FJ. @ 16"oc. (2) 1�z 7Y LVL Girder Sheetrock INSURE FLOORS OF NEW ADDITION Nf ALINE WITH FLOORS IN EXISTING CMM --#5 PC. Foundation HOUSE. Space #5 Vertical Rebor 48"oc. 4" PC Slab Damp Proofing ALL HEADERS ARE TO BE NOTES: w/Poly Vapor Barrier 2)#5 Horizontal Rebar 1. (2)13/"X 9Y" LVL UNLESS 45 Rebar 2'-0"oc' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Short Woy OTHERWISE NOTED 16"x 8" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Conc. Footing (4)#5 Rebar Long © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 2'-0"x 2'-0"z 1'-0" (Klin. S-O" Below Way 6"oc. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE Conc. Ftg. w/ NOTE: VERIFY ALL DIMENSIONS DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR (4)#5 Rebar Equally Final Grade) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF INSURE WALLS OF NEW ADDITION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Spaced (E.W.) LINE-UP WITH WALLS IN HOUSE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DAT E: NOTE: PROVIDE FIRE BREAKS SEPT 08, 2021Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: AS PER of local governing agencies, such as Suffolk County Dept. of Health Services, Town Buildingp "�^� �, THE 2020 - ' m. •' 1075-2020 "' fd� RESIDENTIAL CODES OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� NEW YORK STATE agencies prior to construction. w�,` ,,, p\ ,. DRAWN BY: 3' `Z'`N ,.� B D K CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND FORTH ADDITION 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 ;T'~4' 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 c F� `„ � A301 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. CROSS SC 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 DOB NUMBER: OF SCALE: 1/4"= 1'-0" 30 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 FCR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KEffiDERGN•A%0aAM uL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)