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HomeMy WebLinkAbout49061-Z Town of Southold 9/12/2023 0 yam' P.O.Box 1179 C4 53095 Main Rd y�o '01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44530 Date: 9/12/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1710 Tucker Ln, Southold SCTM#: 473889 Sec/Block/Lot: 59.-4-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2023 pursuant to which Building Permit No. 49061 dated 3/29/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing single family dwelling;as applied for. The certificate is issued to Benson,Keith&Claire of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49061 7/20/2023 PLUMBERS CERTIFICATION DATED 7/21/2023 fi ra ecuch Au zed ature S FFQ1 TOWN OF SOUTHOLD BUILDING DEPARTMENT C, x TOWN CLERK'S OFFICE VIP 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#: 49061 Date: 3/29/2023 Permission is hereby granted to: Benson, Keith 1710 Tuckers Ln Southold, NY 11971 To: Construct alterations to an existing single family dwelling as applied for. At premises located at: 1710 Tucker Ln, Southold SCTM # 473889 Sec/Block/Lot# 59.4-5.1 Pursuant to application dated 3/3/2023 and approved by the Building Inspector. To expire on 9/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.80 CO-ALTERATION TO DWELLING $50.00 Total: $370.80 Building Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviina—town.southold.ny.us Southold,NY 11971-0959 Q�ycoUNT'1,�„�\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Keith Benson Address: 1710 Tucker Ln city,Southold st: NY zip: 11971 Building Permit#: 49061 Section: 59 Block: 4 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures $ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect 1 Switches $ 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat , Mini Split-1 Notes: " AS BUILT NO VISUAL DEFECTS " Small Bath & Family Room Inspector Signature: Date: July 20, 2023 61 S.Devlin-Cert Electrical Compliance Form Taws Ebb Annex Telephone(631)76: 54375 iVtaia 1tQEc1 _ P-0.Box 1179 O ; .J [Eg g M7¢5 southoid,i 11971-OM -' AUG 3 1 2023 BLULDIG DEPARTMENT TOWN OF SOUTHOLD BUrjDiNGD'-E,,PT. TOWNJ T CERTIFICATION rate: �! &3 Budding i?er uk No Omer. (d'Iease print) PImber:� u-Ch (plam I certify till the soil used in the water snppiy qst m contains I=gm 2/10 of 1% Iead. sips) sworn to bsfom me this day of � 2OA3__ ..� _ Q�USAX-A.RlZZQ _ ay Public. a o"F 14ev""k f No ($iR*183459 me—,in S€ritatk CC,uffCLs`_. COrnrj,�jssion Exp ees Mars i l z`�i12t NotmyPubYw, County s✓j OF SOUJyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 � qgpl PE TI 1 NS N C O [ ] FOUNDATION 1ST UGH PLBG. [ 7] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C S ' An,f!�? 0Y) Qr 4- 166v luM ®dam . DATE INSPECTOR OF so//TyO� qo& I 1-7 / 0 f j - ---— # TOWN OF SOUTHOLD BUILDING DEPT. 1 Courm,N�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lwd T=ory 10, r C O DATE INSPECTOR O� tio��OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION O'� [ ] FOUNDATION 1ST [ ] ROH PLBG. [ ] F NDATION 2ND [ SULATION/CAULKING FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ` [ ] PRE C/O [ ] RENTAL m RKS: gAkl� 9".1,000e oe to vl�.001 DATE INSPECTOR SOGTyo� �P I 7 l 0 # # TOWN OF-SOUTHOLD BUILDING DEPT. `ycoum, 631.765-1802 INSPECTION [ ] .FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O -c [ ] RENTAL REMARKS:, ^ DATE L INSPECTOR OF SOUTl I /7/0 V e f -z- L-[ n # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Nj,,gLECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: int Y ocn� DATE 2 INSPECTOR 0 c' LIFJ (M► IL, F •r7fOPIUM 40 , w Am 5vvvt�Firv-shiew 60 tom' x t L 4 ►� � - . .� 1_ ..F.i a�L' SilYtlR r C b 'n �J i t F i i �w BUILDING FIELD INSPECTION REPORT DATE COMMENTS �►o FOUNDATION (1ST) �y ------------------------------------- FOUNDATION(2ND) z •�3 � C�� .,e •� o/�cn o J O ✓/yl�J/ SSv�ZQ^ ��• �i'L P,D�v�J/t ROUGH FRAMING& PLUMBING CO � INSULATION PER N.Y. STATE ENERGY CODE 111 Ii 5 Q,�LIM FINAL ADDITIONAL COMMENTS 2�c -z3 3 0 .6"D re44 1 Zb' 23 Ta I ;DU, 4 ,70 - r c 0Z ,� o O z x r� x d ►e y www TOWN OF SOUTHOLD-BUILDING,DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 h6s://wvnv_southoldtow=-gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� jj C�/� LJI� I�; I� II QUI ►� �. PERMIT NO. `I I V L Building Inspector: —'J4. _.. . .. . .. . .... ... _ .:... . MAR U 3 ?_023 Applications `and forms must'.be,filled out'in.their;entirety.,lncomplete`,'. applications will,not,be;accepted: Where the Applicant,it n6t the owner,an , aul�-�111VV t1EP1. Owner'srAuthorization form(Pa�e'2)shall be completed:`:;,;.. 'OWN OFSOIITHni_n Date: OWNERS -OF,PROPER Name:Keith Benson SCTM#100U--*73889 Project Address:1710 Tuckers Ln, Southold, NY 11971 Phone#:631-876-5328 Email:keithbenson77@gmail.com Mailing Address:1710 Tuckers Ln, Southold, NY 11971 .CONTACT'PERSON: Name:Keith Benson Mailing Address:1710 Tuckers Ln, Southold, NY 11971 Phone#:631-902-5677 Email:keithbenson77@gmail.com DESIGN;PROFESSIONAL,INFORMATION: ; Name:Brett kehl Mailing Address:265 Jasmine Ln, Southold, NY 11971 Phone#:631-433-9084 Email:Ssbn654@optonline.net CONTRACTOR INFORMATIONi Name: __.�....__....._-..._....�.�.___.�e��...w._f c�.eke.�s��........�......._.�.,°._._._�.� __�_..._......__,_.._.�.._.-.....__�._.__.�..........w___..._...._..,.....____.......�._.._.�,u.....�.�m......m„__..._..<�__....-._.............. Mailing Address: `/ Phone#: 5 f F0-7 615 Email: 4rkel.m A"I ,Cam PTIOMOF''PROPOSED CONSTRUCTION':::` ❑New Structure ❑Addition iRAlteration ❑Repair ❑Demolition Estimated Cost of Project: 20ther Converted rear of garage to family room $ -:301, wo Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION r' Existing use of property:Residential Single Family Intended use of property:Residential Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ _......._._.__.__------ .__._:__.._._..._._._.__._.__ro_,________,_.n.._._,__._.____. this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ' ..,, ,, ,:. , • -<. ;y }i.Y ',t.. rpt. :..r,•fit � ,A ,Clieeck BOX After ftaidang ,The"owner/contractor/design.professionalas re"sponstble for all drainage and'storm�water issues as provided by Chapter 236 of the Town-Code:'APPLICATION IS HEREWMADE to the Building Department for the'issuance of a Building Perri�i£puisuanEto the`Building Zone' Ordinance of the Towrrof Southold,Suffolk;County,New York and other applicable Laws;ordinances or Regulations;for the const�uctian of,buildings, "additions alteratlons or,forreinoval:or demolttion'as'hereindescribed:The applicant`agrees'to comply with aIL applicable laws,oMinances,,buitding code; housing code and regulations and to admit autiioriied inspectors on'premises and i'nbuilding(sl fo`r'necessary inspections.False statements made herein'are`' punishable as a Class A misdemeanor pursuant to Section 210:45 of the New York State Penal Law. Keith W Benson Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: Date: 5/18/22 CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York SS: No.01 B U 6185050 COUNTY OF ) Quaiified in Suffolk County Commission Expires April 14,2D_2> being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � day of 100 ,,ANQ 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 , A, BUILDING BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr�D-southoldtownnyrgov seand(&southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/25/23 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Keith Benson Address: 1710 Tuckers Lane, Southold NY 11971 Cross Street: Phone No.: 631-902-5677 Bldg.Permit#: 49061 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New bathroom addition Square Footage: 140 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter# ❑New Servicer-1 Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 M2 D H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ac;- Z3 /n r BUILDING DEPARTMENT- Electrical Inspector ss ��G � TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �s rogerr a southoldtownn gov — seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/25/23 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email: Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 512 Cutchogue NY 11935 JOE SITE INFORMATION (All Information Required) Name: Keith Benson Address: 1710 Tuckers Lane, Southold NY 11971 Cross Street: Phone No.: 631-902-5677 Bldg.Permit#: 49061 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New bathroom addition 4— ,1�e-L C44M)Nrz)z)�) WC) ot r Square Footage: 140 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 0 H Frame n Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION q OZ� �� ciun I--GGtf� I bq 3(Z 410a-f PERMIT a Address: Switches �� I f Outlets I G F I's Surface 1 Sconces I H H's � I UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo „EYP Cooktop Transfer Hood Service Amps Have Used Special: :omments SURVEY Of LOT I N AS SHOWN ON A CERTAIN MAP ENTITLED "MAP OF GREENFIELDS AT SOUTHOLD FILED NOVEMBER 10, 1975 AS MAP NO. 63 13 e E -5ITUATE : 50UTHOLD w w TOWN : SOUTHOLD �'. yy ww y y y ,w ° SUE ✓OLK COUNTY, NY NowW y � � -28-2015 pSURVEYED 7 � SUFFOLK COUNTY TAX # .r 1000 - 59 - 4 - 5. I ��� � W .'S�---w w w w •Y w w y y J� CERTIFIED T0: 3p1\ 0 N w w w w V• w W y w w V• / �0 ✓ O y w y w W W w w w '0117,3KEITH BENSON �\�j w y w ww 2 CLAIRE BENSON Jw y CHICAGO TITLE INSURANCE CO. FREEDOM MORTGAGE CORPORATION DBA CHL MORTGAGE w w w w w w w w �• J' r�00 O��r w w w w y w y w y w N J• y W w J• J• W J• J• •Y .I• J• `Y V .p w w w w w y w w w y iS1O�O ^, -\ \\ \,O\ \ y y w w w y w V y y w y y w J w y W w 0 VXgP� `Y ^Y w w V• y y y w y w y J• J• Pw w w w w w w w w W 1 \ � ��(Y \\ i w V• w w W y Y y w y W w w w w Y y •L w V. w w •Y � � nO w t •A J• w w w W W J• y y w W w w w w y \ w w w w w w -7 0 . 0 0 �' �/� w w w J• w y f , -• h ��� C, �PS' y 'Y O � OL 7 / �O NOTES: PIPE FOUND o ��03 Von ' ' A Area = 40,498 561. Ft. Area = 0.9297 Acres GRAPHIC SCALE I„= 30' �[} ,4 'Unauthorized alteration or addition to a survey tl('•"�1•.~ 'F''' %s map bearing o licensed land surveyor's seal is a F�'J. , Il^ ' i`jp�• violation of section 7209, sub-division 2, of the JOHN C. E H LE KS LAND S U RV EYO R G f=--� f New York Stale Law.” \Y � j 'Only copiesopies from the originall of of this Ihis survey J.•L,F '� i': marked with on original of the land surveyor's y � stamped seal shall be considered to be valid cci"Cer 6 EAST MAIN 5TREET N.Y.S. LIC. NO. 50202 ' ; survey Indicated hereon signify that ^ /�'-• �' kY survey was prepared in accordance with the ^I '' „� � y isting Code of Practice for Land Surveys adopted RIVERHEAD, N.Y. 1 1 901 369-8288 Fax 369-8287 r- by the New York State Association bf Professional � {''yw Land Surveyors. Said certifications shill run only to the person for whom lne survey is prepared. �, 5 fl /1••f �� and on his behalf to the title company, governmen- long151andlandsurveyor.com ���:--= al agency and lending institution listed hereon,and to the assignees of the lending insf itulion Certifica- '- �'��-,v. tions ore not transferable to oddil ion of institutions 15-163 Dov f Generated by REScheck-Web Software Compliance Certificate Project Benson Garage Conversion Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 225 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1710 Tuckers Lane Keith Benson Brett Kehl Southold, NY 11971 1710 Tuckers Lane 265 jasmine Lane Southold, NY 11971 Southold,NY 11971 631-902-5677 631-433-9084 keithbenson77Qgmail.com ssbn654Qoptonline.net Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. Ceiling: Flat Ceiling or Scissor Truss 302 19.0 19.0 0.026 0.026 8 8 Wall:Wood Frame, 16"o.c. Orientation: Unspecified --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Wall 1:Wood Frame, 16"o.c. Orientation: Left side --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Window:Wood Frame SHGC:0.31 11 0.300 0.320 3 3 Orientation: Left side Wall 2:Wood Frame, 16"o.c. Orientation: Unspecified --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Door 1:Glass Door(over 50%glazing) SHGC:0.24 26 0.300 0.320 8 8 Orientation: Unspecified Window 1:Wood Frame SHGC: 0.33. 16 0.290 0.320 5 5 Orientation: Unspecified Wall 3:Wood Frame, 16" o.c. Orientation: Right side --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Project Title: Benson Garage Conversion Report date: 01/24/23 Data filename: Pagel of 2 Gross Area Cavity Cont. Prop. Floor:All-Wood joist/Truss 302 30.0 0.0 0.033 0.047 10 14 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RESch ck versio REScheck-Web and to comply with the mandatory require is listed in the REScheck Inspection Checklist. -9&7a. �` / o�-2S-a3 Name-Ti Signa tu Date Project Title: Benson Garage Conversion Report date: 01/24/23 Data filename: Page 2 of 2 APPROVED AS NOTED DATB.P..3 gQr� COMPLY WITH ALL CODES OF # NEW YORK STATE & TOWN CODES FEE:37-6 BY dh AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN IBA FOLLOWING INSPECTIONS: -• ;:,;;;,;_'•,;as ;•r;;,�zr I. FOUNDATION-TWQ REQUIRED .• FOR POURED CONCRETE SOUTHOLD TOWN PLANNING BOARD 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TOWN TRUSTEES STRAPPING, ELECTRICAL&CAULKING 3. INSULATION N.Y.S.DEC 4. FINAL-CONSTRUCTION&ELECTRICAL -0 ......=-Now"\ MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW =N YORK STATE. NOT RESPONSIBLE FOR 1 DESIGN OR CONSTRUCTION ERRORS. Fire separation required as per PLUMBER CERTIFICATION NYS Code ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2190 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED PLUMBING -ALL PLUMBING WASTE � &WATER LINES NEED TESTING BEFORE COVERING GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION k y', 'N' ' T R A C T 0 R 'N' 0 T E SGeneral Notes: I . 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. - =" 1 , All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. r �lhli � iHF I GENERAL NOTES: ,.gal _ '' .Iwo _ 2• FIRE SAFETY: - - - 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES I.tC 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMEN- 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 a. commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION ' BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX16751631� AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES phone; @optonli 9nei MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold, 11971 E-Mail: ssbn654@optonline,nei 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. ADEQUATELY ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQLY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. Kehl Design Associates,LLC oformedyDAKAssociotes,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. / < ,,/,r•.• ,•- 4 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b, Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWIWERSHIP 8c USE OF DOCUMLNIS: 5 corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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. E ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: co 3. DUST CONTROL: pied, disclosed to others or used in connection 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. with any work or project other than for which they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7, Fb - 825 PSI E. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. 8 9, Design values: F, THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE N .J . kritazzcafrerrgo, ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI = 9. Fb - 2600Fv 285 PPIS1 4. NOISE AFTER HOURS: P.O. Box 57 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 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 BPM, MONDAY TO FRIDAY, Greenport, NY 11944 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. 516-457-5596 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT �� OF EW THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE P Yop 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 � ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR I �' - 0 ARCHITECTURAL FEATURES AND STRUCTURE. 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 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 4, 5 ?_ RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY Fp ° 051 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GFNERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, p%FESSI011:4P~ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CUIVDITIONS 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 SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD 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. WORIK NOTES: EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 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 (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - '"✓JO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH (11mm) ANDA SPAN OF NOT MORE THAN 8 FEET (2438mm) b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND AT'ACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE ._'020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE P?EDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. _- USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 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 E, H CASE. ' RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 1 ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,it IS 180 MPH (29okp3) OR LESS. - TABLE 8301.2,1.2 WIND-BORNE DEBRIS PROTECTION FASTEN'NG SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 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 SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED 1 NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH 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 ' NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. `roJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH I PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE E BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED N CONJUNCTION WITH 1 =NA EXISTING DI PER CHAPTER 5 OF AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH 0 ["I'm THE 2020 BUILDING CODE OF NEW YORK STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. R 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) Em E FOR SI: a. This table is based on 180 mph ultimate design wind speeds Viii and 45-foot mean roof height. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AIS(-S230) TOTAL HEIGHT FROM RIDGE TO GRADE NA EXISTING 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural) panel. 1'710 APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located o minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /� Cpm+ /� �' c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into TUCKERS LAPSE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT LUMBER SPECIES AND GRADE the building frame. Fasteners shop be located a minimum of 2}z inches from the edge of concrete block or concrete. SOUTHOLD, N Iv , 1 1971 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, having a 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 OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 059-04-0005.1 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL RE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2000 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. 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 GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: _ 1. Section R401 through 8 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY 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 CRAWL SPACE NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW FINISHED BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY THE EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGIJI PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 302 SQ.FT. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATgN SKYuZED aHTb GLACULL WOOD MASS FLOOR BASEMEMc SLAB d CRAWLPROSECUTED 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 U-FA(!O LITACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUEc 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 SHOO b,e RVALUE RNALUE1 RNALUE &DEPTH R•VAWE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN( PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWPJ OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUIIFORIESEEN 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 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10113 10.2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEOCED AS REVISION TO THESE PLANS. ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 09, 2022 NEW GARAGE ADDITION 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)(c) NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1125-2022 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the DRAWN BY: SUNROOM NA interior of the basement wall. UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the CHECKED BY: EXISTING DECK NA MEMBER DEPTH. WRITTEN AUTHORIZATION. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the NEW DECK NA basement wall plus R-5 continuous insulation on the interior or exterior of ;he home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I COVERED NEW DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 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. SHEET NUMBER: EX. COVERED FRONT PORCH 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 slob edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN POOL HOUSE CABANA NA In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G 1 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 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 cuthorRatlon Of IOcoI governing agencies, DOB NUMBER: GF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g SUCK as Suffolk County Dept. ! (b) WITH STORAGE In. 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-volue applies when more than half the construction, o KETIbDESIGN-ASSOCIATES,UC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS MTS 2 0 L- T S 0 f L SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS z LOAD SIDE OF CEILING JOIST <;; : _! I [11_-LttU v ;� FASTENERS LATERAL WITH TOTAL FOUR > /. • ® o MODEL GA UPLIFT UPLIFT (133/160) 8dx1�' CODE 8d NAILS o AND ON SIDE OF RAFTER ! - � � ":-/�I I 00 �,'�?�i,' I � I LI,1 ?�'rll8'.II-IfL,�' • - ��C1� 11I� /' � N0. TO TO TO AVG NAILS REF. INTO TRUSS o /r��Llll ^�- RAFTERS/ PLATES STUDS ULT. (133) (160) F Fz (133& -- =- = STU TRUSS 1 Fn) a= SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 93C 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES Inc PROPER INSTALLATION PROCEDURES j— j— residenticl 8, commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — o — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ"x12 ° ° P0,Boz 1675 phone; (631 433 9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / • ° o MODEL GA AVG z REF. INTO ` Southold,New York 11971 E-Mail: ssbn654@optonline,net NO. MAX. CLEAR ULT. LFTA LFTA ° °° o WIDTH SPAN L QTY DIA 1�" 2" 2}" 3" 3S" 1�" 2" 21" 3' 3}° EIGHPLATES °m° INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL LFTA 16 2j" 17„ 38J.,16-10d 4200 1205 1400 5, 44, 85 STUD — iOWNERSHIN & USE OF DOCUMENTS: o z DOUG-FIR LARCH / SO. PINE° ° FASTENERS ALLOWABLE UPLIFT LOADS These drawings and specifications including the MODEL L AVG 10d 10d x 1�" CODE C ° ULT. REF, LFTA N0. S T A 21 ° 10d 1O x 14" °o property (133 / 160) (133) (160) ideas, design and arrangements represented therein, are the of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 18 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °o HGA10 with any work or project other than for which 20 14-iOd 14-10d x ,�" 3116 1000 840 1000 3, 41, 128 ° ° DETAIL "K" they have been prepared without written consent. MTS20 ART 'x12 °° LST20 20 12-10d 12--10d x 11" 2383 775 720 720 3, 41 QNw- DETAIL "E" '° STU 5 COUPLER NUT 8 'V azza erro P DOUG-FIR-LARCH/ Equal number of°° �SIMPSON . • 111��� ®® r✓ `j, ■ TYPE OF DIRECTION SO. PINE CODE specified Halls In °° TAKE-UP WASHER TYPE O- DI LOAD ALLOWABLE LOADS REF. NO. TION p g P.O. Box 57 MODEL FLOOR ROOF 133 each e n d (,00) (125) ;fio/ I'• Sim son Strong-Tie G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 C S 16 A R T8 x 12 Greenport NY 11944 H 515 645 670 DETAIL "H" ' MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 51 �-457-5596 DEFLECTION DEFLECTION CODE MODEL STUD LENGTH OF BOLT 2,3 AT HIGHEST MACHINE AVG AT HIGHEST REF. NO. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o GA GA HB SB W H B SO CL DIAS e DESIGN Ly�{EN RAISED OFF °AD DESIGNoo QTY DIA t 2" 22" 3" 3}" 5r" LOAD THE SILL PLATE o 0 HD2A 16 12 4 2}" 2J" 8" 2 �" 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL AVG E UPLIFT LOADS DIMENSIONS FASTENERS ALLOWABLEOF / SP CODE OF N Y g N0. W L STUD PLATE ULT. (133)2 (16 0)2 REF. 3.M SP4 3{" 7}" -10d x 1i" 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 MODEL GA :: - FLOOR REF. oe NO. W L NAILS 100 (133) (160) 4l 9 r LSTA21 20 1 " 1 21 16-10d 905 1 1205 1295 7, 40, 90 OO 41, DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° �Q . 0 MODEL570 NO. GA W L NAILS 10OOR (133) (160) REF. UR 1 Simpson Strong-Tie STU g"- p`�OFessioNP�' MSTA24 18 11" 24 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON ; MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. END SPACING REF. HD2A TAKE-UP WASHER CA CUT LENGTH (TOTAL) 2 (LENGTH (I 00) (133 / 160) OC. Simpson Strong-Tie OF ROLL L N A Row NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS IMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. DOUG-FIR LAR H SO PIN A WA E A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION WORK NOTES: NO. G A =WBHEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE DETAIL "F"No. GA JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES tod 16d ULT. (133) (160) 1O 16d IOd 16d 1 10d 1 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— LUS46 18 3a" 1 4J" 1 2 4-16d 4-16d 6076 1140 1160 1000 — 1150 — 1250 71 40, 127 DETAIL "I" HUS210-2 14 3j 9i 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, ,22 COUPLER NUT ART 'x12S STU 5 — DOUG-FIR ARCH 0, PINE ALLOWABLE A 8 MODEL FASTENERS UPLIAVG FT LATERAL UPLIFT (133/160) REOFE SIMPSON No. GA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz HGAIOKT 14 160 4-SDSa"x11" 4--SDS "x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWD 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS MTS16 c STU " ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 LSTA21 SIMPSON I ZS TOTAL FOUR /. • ® ' HD2A SIMPSON Strong—Tie TAKE-UP WASHER 8d NAILSL S T A 21 0 INTO TRUSS HUS 2 1 0-2 E ti S` 0 KI '" Dow"" E IDF TWO FI 8 AIL 1710 TO PLATES °®° TWO TUCKER 8dEIGHT NAIL Bd NAILTO DETAIL "A" I INTO INI' STUD Simpson Strong-Tie PLATES °m° ® S LANE I® H7 EIGHT SOUTHOLD, ICY, 11971 IN NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie Simpson Strong-Tie DETAIL° • "L" SCTM: # 059-04-0005.1 H7 LFTA ° ROD SYSTEM LFTA DRAWING TALE LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 NOTE: - - - - SIMPSON WINDLOAD DP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1 st FLOOR 3­1 ST THROUGH OLOOR _3­1 ST R FLOOR3 1 ST RFOLOOR / ROOF DRAINAGE ROOF ROOF ROOF ROOF AREA = 1975 Sq/ft CALCULATIONS AND 2 2.. 2 2 2 2 ' NEOW PLUMBING SYSTEM TO V = A X R X G - PLUMBING RISER DIAGRAM LTP4 „ NEW BATH eATH BE CONNECTED TO EXISTING 3..22„BATH 2„ 3•. ROOM 2.• 3.. ROOM 2. SCDHS APPROVED SYSTEM. A = 1975 Sq/ft LTP4 R = 2" RAINFALL = .17 ft St 1st FLOOR ' LTP4 FLOOR 3.. 2•' 2' C = COEFF. = 1,0 No •• 2•• 2•• 2" 2• TES: C. ABOVE GRADE ENT 6•' V = 1975 X 1 X .16666)7 = 329 C.F. ,° THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" 3 3 33., DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE TO SCWA APPROVED Simpson Strong-Tie SEPTIC SYSTEM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 329 / 42.25 VERTICAL FT. / FT = 7.8 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" l o o r-t o-Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (2) 8 DIA. POOL 4-O DEEP = 8 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie LTP4 Detail PLUMBING RISER DIAGRAM (NTS) OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 329 / 22.3 VERTICAL FT. / FT = 14.8 :'SEAL: DATE: USE (3) 6' DIA. POOL 6' DEEP = 18 V.F. MAY 09, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT NO: EQUAL TO OR GREATER' THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF 1125-2022 N❑ SUBSTITUTIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE DRAWN B: HOUSE AND/OR LEADERS TO BE PIPED TO , BDK All Framinghardware shown on these plans, 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 P POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROMSIONS 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 POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC No substitutions are approved or authorized, CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION), SHLET NUMBLR: Due to the relationships of framing hardware to the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS �� hardsubstitutions ware sustittions will render these plans 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 ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and void, and will result in the installer/contractor USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. assuming responsiloitity for the design and 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) performance of the entire system, 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBLR: 01- 3) F3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) • HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. T) KEnDESIGN•ASSOMTES, ur i /� W� Ewa 13'4" EXISTING DECK EXISTING DECK — KEHL DESIGN ASSOCIATES �c e — 0 residential & commercial design • consulting — — — — — — — — — — — — — — — — — — ' — — — — — o 0 — — � 2x4 ACQ PLATE 2x4 ACC) PLATE N _ I i Note: Insure Footings I I P0,BOX 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nef I are Maintained i "i � -� _: A I of 3'-0" Below Final Grade q � `� q °o I 2068 NKehl Design Associates,LLC o formerty D A K Associates,LLC Unexcavoled Unexcavated 2x4 ACO PLATE 2x4 ACO PLATE I ( ? r;;�i�/�%?� OWNERSHIP & USE OF DOCUMENTS: i Poured Gane. slab i Poured cane. slob / o NEW INTERIOR -7Y" with 10 Ga. 6x6 WWM, with 10 Ga. 6x6 WWM. JI These drawings and specifications including the Note: Insure Footings I `` FRAMING are Maintained I °x x ideas, design and arrangements represented at 3'-0" Below Final Grade 04 ` therein, are the property of KEHL DESIGN I z Z be STORAGE AREA copied,ASSOCIATES,sc osed Lto others ersa or rt thereof n sconlnection with yhany work or have been prepared t other then or without written which theconsent. " 2x4 ACID PLATE 2x4 ACO PLATE EXISTING FOUNDATION I o o zx8 aox BEAM zx8 aox BLAM zx8 Box BEAM o R-30 INSULATION °�y�P 4�� �, f REV: N I V STRUCTURE vys,P rs r9�ir im.J. Maamaferro, PE. __ _ _ __ __ _ _ _ _ DETAIL Note: Insure Footings I ® J C O �' are Maintained I of 3'-O" Below Final Grade I r � r I _ _ _ _ _ _ _ _ - - P.O. BOX 57 SCALE: 1/4"=1'-0" �p I I I I I I 201 Greenport, NY 1 '194 Unexcavated Unexcavated I I I I I 516-457-5596 4" Poured Conc. Slab 4"Poured Cone Slab H I with 10 Go. 6x6 WWM. with 10 Go. 6X6 WwM. I 61 I EXISTING I I EXISTING I e Note: Insure Footings I I I are Maintained at 3'-0" Below Final Grade I I M Provide Masonry Opening for 9'x8' O.H. arage GDoor Provide Masonry Opening for 9'x8' O.H. Geroge Door I I I I I L — — — — �`— — _ --— — — —_—_— Provide Masonry Opening for 9'x8' O.H. Garage Door Provide Masonry Opening for 9'x8' O.H. Garage Door - - - - - - - - — — — — — — — — — — — — — - - - - - - - - - EOF N WY O,Q Garage Door Tack Location J.J"M 9� 26'-0" 2'-9" " O" 2'-6 1 9'-0" 26'-0" 1 r 051�°'y EXISTING FOUNDATION PLAN NEW FOUNDATION FLOOR PLAN A�OFESStON�'� Scale: Provide Stairs and 4"� _ �-0" Scale:d"_ V-0" Handrail as Per NYS WORK NOTES: Code. 26'-0" 26'-0" EXISTING DECK EXISTING DECK C24 FWH4168 C24 FWH4168 \ o _— - o DDETAIL I � oUP 4> — "' 1'-73Y' SCALE: 1/4"=1'-0" 101 0 2x6 Ceiling Joists 16" oc. Hung From Ridge w/ 2x4 Ridge Pole @ 16"oc. �A I o A l EXIS�,NG FRAMING o u E _ o o o M I o 8 1 '—9Y 3'-6' PROJECT: H Oil 0 r 2 NEW FAMILY ROOM o I o D 206 ! LOWER LEVEL N I 3'-6"- 3'-1�' �3'-12 D1 � I —7Y" Ul 2x8 Rafters - 16"oc. 2x8 Rafters - 16"oc. NEWBATHROOM D N I� NEW BATHROOM MID LEVEL ; _ _ _ 1 2x6 FJ. 16"op R-21 INSULATIONSTORAGE I r v I BENEATH BATH 2x6 Ceiling Josts - 16" oc. Hung From Ridge w/ 2x4 Ridge Pole 16 " O EXISTING GARAGE oma. o o � o x Firel-Rated 8" Fire-Rated CONVERSION EXISTING FRAMING Sk on all Sheetrock all f— °' g' Fire-Rated Wallsally an� Ceiling Walls and Ceiling D` 1710 TUCKERS LANEling _ _ _ __ _ _ _ _ _ SOUTHOLD NY 11971 Sheetrock on all Walls and Ceiling a l 1D1 1D1 � 1 1 1 1 ' - - - - - - - - - m — - - - - D\ 12 Hr. Fire-Rated r — , r - - - - - - - -- - 12 Hr. Fire-Rated — — —— Q „ Door and Assembly o 0 �I i I with self-Closing I I I I Da and Assembly SCTM: # 059-04-5.1 � 9 rr __ wi hSelf-Closing DRAWING 1I f LE: CD I I I Hinges o I t o I I Hinges EXISTING I N I i EXISTING I I N _ 3 - 2x6 Ceiling Joists - 16� oc. Hung lFrom lRidge' w/ 2x4 Ridge Pole @ 16"oc. I B ( 2x6 Ceiling Joists - 16" oc. Hung From RidgeI w/ 2x4 Ridge Pole @ 16"oc. ( B FOUNDATION I I i I i I 1 I I i I 2x8 Rafters - 16"oc. I I I 2x8 Rafters - 16"oc. I o I 2x8 Rafters - 16 ( I 2x8 Rafters — 16"oc. I� © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE a AND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIRST FLOOR PLANS I I I I I I EXISTING FQ� 1NG � I WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I I I I I I t "`�" I KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AS NOTED PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. a NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE —9'-0" 2'-6" '-0" 2'-9" 2'-9 9-0 PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 2'-6" '-0" 2'-9" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDIITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 26'-0" 26'-0" agencies prior to construction. DESIGN PRDfFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TD THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: EW LOWER LEVEL FLUOR PLAN NEW UPPER LEVEL FLOOR PLAN CONS NO APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE MAY 2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Scale:4, = T-O" Sale:4"= V-0" PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1125-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING NOTE. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF STRUCTURE EXISTING - IMPROVEMENTS INCLUDE. _ THIS SECTION. SHEET NUMBER: NEW FLOOR SYSTEM CEILING INSULATED AND FINISHED EXISTING WALLS R30ALTERNATE PROVISIONS > > AS AANN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Al 01 NEW BATHROOM, FRENCH DOOR AND WINDOW. NEW WALLS 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 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD ©�"���, � FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) l'rC� % i l',.%1✓��„ .� /,-':',is' v.'. , .. .ii j4�mrf&-- ---LII L I�� _ OT il 1!{ F�G 1 KEHL DESIGN ASSOCIATES �c residential & commercial design " consulting I =-- P0.BOX 1615 phone: 1631 433-9084 Southold,New York 11911 E-Mail: ssbn654@optonine,net = Kehl Design Associates LLC a formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented _- therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection — with any work or project other than for which they have been prepared without written consent. } - Mz�= REV: 1M .J . kiazza erro, PE. N I N P.O. Box 57 WEST ELEVATION- EAST ELEVATION- Greenport, NY 11944 SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" 516-457-5596 1111 I��LL11 I I LLJJ I I I I � H LJ I L 1 � 1I.i I_l�jJj j-1 I I H LJ I I H LL�I I I I I �LLJJ �LL1J I I I I I I I I I L I I I ��l I L L 1J_LLL1LLHLJ U �L L M �J LLL11 1 LUlll11�1- LLiLLLE, I�� IL Il II I I IW LLI IL II IIII 111J�L II II II II IIII II ll I� II I II ll II ll 1)—I LLL1 IIII IIII _I I I L L IL LII OF E L1J I L l L �L L L 11U_LLI ll LI L U W�L1 WJL 1 1 1 1 1 1 I IJ LI C �� w YOB L LI 1 1 111L1L11LI_ 111 L I t �L __LI L_I U �I I L LI I S . q�� 4.. 1.LidguI II11 I Hl U H LI IJ 111 I�L111 LWJ� ULLLI P ^- I Fp � ir O. 05-1 f 'PE S1 ONP� i WORK NOTES: I ' SOUTH ELEVATION111111 NORTH ELEVATION e SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" Hurricane Strapping Hurricane Strapping PROJECT: Ridge Vent Ridge Vent 2x10 Ridge Beam2x10 Ridge Beam 0 1\4 GAF Architectural Roof Shingles GAF Architectural Roof Shingles Ice & Water Sheild Ice & Water Sheild 2x8 Rafters @ 16"oc. 2x8 Rafters @ 16°oc. } Ly USI E H B" CDX Sheathing " CDX Sheathing 2x6 / 20 Strongbock 2x4 Hangers @ 16"oc. i2x4 Hangers @ 16"oc. C 2x6 / 2x4 Strongbock 9 EXISTING GARAGE 6" Fascia M� :�- M� 6° Fascia CONVERSION Match Existing x( 16 ,. z 1 n . Match Existing' 1 R-19 Insulation R-19 Insulation R-19 insulation R-19 Insulation R-19 Insulation R-19 Insulation 12" Soffit to Match Existing (R-38 Insulation Total) (R-38 Insulation Total} 12" Soffit to Match Existing 1710 TUCKERS LANE 2x4 Top Plates 2x4 Top Plates Room Couledwith F - - - - -- -- - - - F - - - - - - - - - - - SOUTHOLD, NY, 11971 R-13 Insulation Split Unit A/C R-131nsulation R-131nsulation CDX Sheathing 2' CDX Sheathing J(�^^TM: # 059-04-5"1 2x4 Studs @ 16"ori NEW FAMILY ROOM 2x4 Studs @ 16"oc. i I i DRAWING TITLE: ISTIN Room Heated with GARAG STORA EAREA ELEVATIONS in-floor Hotwoter Heoting I I © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE AND CROSS SECTIONS 2xy —4 Shoe 2x8 Floor Joists @ 16"cc $" CDX Subfloor 2x4 Shoe I I I I PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AGO Sill 2"z 6" 2"x s" Aca sill I I I I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS NOTED _-- KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 8" PC. Foundation R-30 Insulatia PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R-30 Insulation Unexcavated 4" Poured Conic. Slobzz Unexcavated Unexcovatd 4" Poured Cone. Slab Unexcavated NOTES: 2X2 Keyway with 10 Go. 6x6 WWM. with 10 Ga. 6x6 W0Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 16% 8" Ftg. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Min. 3'-0" Below Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Final Grade. CROSS SECTION � g UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CROSS ShIrA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DAT E: SCALE: 1/4"= 1'-0" 201 SCALE: 1/4"= 1'-0" 201 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE MAY 09, 2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1125-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS NOTE. PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF STRUCTURE EXISTING - IMPROVEMENTS INCLUDE; THIS SECTION. SHEET NUMBER: R301,1.1 ALTERNATE PROVISIONS 4 NEW FLOOR SYSTEM, CEILING, INSULATED AND FINISHED AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Al 02 NEW BATHROOM, FRENCH DOOR AND WINDOW. 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 NUMbLK: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD " ©11L°I)F�SIGN°ASSO(�AIES,uc FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1