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HomeMy WebLinkAbout49726-Z ho�aOF SOUryo`o Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46555 Date: 10/06/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 1305 New Suffolk Ave Mattituck, NY 11952 S ec/B lock%L of: 114.41-26 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/09/2023 Pursuant to which Building Permit No. 49726 and dated: 09/10/2023 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: Additions and alterations to existing single family dwelling as applied for. The certificate is issued to: Joseph Golder, Catherine Golder Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49726 3/24/2025 PLUMBERS CERTIFICATION: Wi ' m Gremler 10/2/2025 Aut o ' ed ignature TOWN OF SOUTHOLD �SUFFoc� BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49726 Date: 9/19/2023 Permission is hereby granted to: Golder, Joseph 1305 New Suffolk Ave Mattituck, NY 11952 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. At premises located at: 1305 New Suffolk Ave, Mattituck SCTM #473889 Sec/Block/Lot# 114.-11-26 Pursuant to application dated 8/9/2023 and approved by the Building Inspector. To expire on 3/20/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $795.20 CO-ALTERATION TO DWELLING $50.00 Total: $845.20 Building Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q ���DUNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Golder Address: 1305 New Suffolk Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 49726 Section: 114 Block: 11 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Maxell Electric License No: 33523ME SITE DETAILS Office Use Only Indoor I✓ Basement F Service rv— Solar r Outdoor 170 1st Floor rV-1 Pool F Spa (— Renovation F 2nd Floor r— Hot Tub F Generator F Survey I— Attic F Garage Battery Storage Id INVENTORY Service 1 ph FV Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph (— Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Hood, Elec. F.P, W/D, 200A Panel 40 Circuit/25 Used Notes: Den, Kitchen, Laundry, Powder Room & Service Inspector Signature: Date: March 24, 2025 Sean Dev in Electrical Inspector sean.devlinCaD-town.southold.ny.us 1305NewSuffolkReno Town Hall Annex �� yam, Telephone(631)765-1802 54375 Main Road -e P. O.Box 1179 � Z Southold,NY 11971-0959 `56 • 1*0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. -7 N;�_Owner: 0 G- ii ,, ,, (Please print) Plumber: L)i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. C77���� lumbers Signature) Sworn to before me this al�fJ day of , 20 Ltrn r—p -'6uf'J�_ ILECE � VE Notary Public:S County1 0 CT - 2 2025 C.QN'NIE D.BUNCH Building Departmertt Notary Public,State-of New York Town of S _�thoic' No:01 BU'6185050 Qualified in Suffolk'County Commissio.A Expires April 14,2 0f SOUT,fo� # TOWN OF SOUTHOLD BUILDING DEPT. ��y000rmN�' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 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: AD- ti lv 1 ,-a DATE llk� 10)a INSPECTOR ' q q 7 'sLk OF SOUT,�,o� TOWN OF SOUTHOLD BUILDING DEPT. coum, 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) [ ] ELECTRICALAEINAL) [ ] CODE VIOLATION [ ] PRE C/Q---[- ] RENTAL-� REMARKS: t? v d G� K c c.�1,� \ cl�vtcl kk �MAa er LA.) 4 i DATE A l� 3 INSPECTOR OESOUIh°� V �c TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: CAVI(N ory v 7<76C'�.Av DATE i INSPECTOR �,f 9-L OF SOUTyOIo # # TO NiF SOUTHOLD �U�?ILSDING T. couto, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY :[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ` A b) m,,k4v-� DATE M—Lf INSPECTOR oF souryO6 # TOWN OF SOUTHOLD BUILDING DEPT. ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ZIR GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)_ [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: -,* I����—• G DATE y INSPECTOR OF SOGlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou �a� 631-765-1802 qi�� -INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] VSILATIOWCAULKING [ ] 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: DATE l0 '�J INSPECTOR a ij mom 4 I I � i • 1 • E � SufWit TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use OnlyJ �E Odd n [''D1 PERMIT NO. Building Inspector: AUG - 9 2023 Applications and forms must be filled out in their entirety.Incomplete B U DING DEPT. applications will not be accepted. Where.the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/9/2023 OWNER(S)OF PROPERTY: Name:JOSEPH GOLDER AND CATHERINE GOLDER SCTM#1000-1 14..00-11 .00-026.000 Project Address 1305_NEW SUmFFOLK,AVENUE',,,MATTITUCK,_NY 11952„ Phone#:516-455-8116 Email:JKGOLDER@OPTONLINE.NET Mailing Add ress:_1305 NEW SUFFOLK AVENUE. MATTITUCK,__NY 11952 CONTACT PERSON: Name:CATHERINE GOLDER Mailing Address 1305 NEW„SU.FFOLK_AVENUE, MATTITUCK, NY 11952 Phone#:516-455-8116 Email:JKGOLDER@OPTONLINE.NET DESIGN PROFESSIONAL INFORMATION: Name. . CONDON,ENGINEERLNG, PC.- JO.HN,J_ ..... _ND N,_PE _ .__�_.... ._..... .. ... ... .. . . .. . Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK,._NY 11952 m w Phone#:631-298-1986 Email:CON DON77173@OPTONLINE.NET CONTRACTOR.INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $21,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes MNo 1 PROPERTY INFORMATION Existing use of property R_ES I D ENTIAL . Intended use of property: R_ES I D ENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4 o this property? ❑Yes ®No IF YES, PROVIDE A COPY. B 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 210.45 of the New York State Penal Law. pp Application Submitted By(prin n me): �e �� �1� ❑Authorized Agent BOwner Signature of Applicant- Date: 8/9/2023 CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 d� 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 , 20 qs3 0—,D, Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 . BUILDING DEPARTMENT- Electrical Inspector `,. �? TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 rl Southold, New York 11971-0959 <> >` Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny gov a sea nd(cr-southoldtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/3/23 Company Name: Maxell Electric Electrician's Name: John Cardillo License No.: ME-33523 Elec. email: info@maxellelectric.com Elec. Phone No: 631-265-5915 ❑I request an email copy of Certificate of Compliance Elec. Address.: 646 Middle country Rd STE 10 St. James, NY 11780 JOB SITE INFORMATION (All Information Required) Name: Joe Golder Address: 1305 New Suffolk Ave. Mattituck, NY 11952 Cross Street: Ole Jule Ln Phone No.: 631-800-6809 Bldg.Permit#: 4 91 a email: Jgolder17@gmail.com Tax Map District: 1000 Section: Block: l/ Lot: (o BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 200 amp service upgrade, new kitchen power& lighting, new family room power& lighting, new mudroom, washer/dryer wiring, powder room Square Footage: 425 Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: .0 YES ❑•NO Issued On Temp Information: (All information required) Service SizeFV11 Ph 1—]3 Ph Size: 200 amp A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN Additional Information: service upgrade PAYMENT DUE WITH APPLICATION N OV 3 2023 PERMIT 9 Address: Switches Outlets G F I'S Surface Sconces H H's44 1 UC Lts Fans Fridge 1 HW Exhaust Oven WAD Smokes DWI Mini arbon Micro Generator =ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pecial: zoo �:omments 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 iamesh southoldtownn ov a seand southoldtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/3/23 Company Name: Maxell Electric Electrician's Name: John Cardillo License No.: ME-33523 Elec. email: info@maxellelectric.com Elec. Phone No: 631-265-5915 ❑I request an email copy of Certificate of Compliance Elec. Address.: 646 Middle country Rd STE 10 St. James, NY 11780 JOB SITE INFORMATION (All Information Required) Name: Joe Golder Address: 1305 New Suffolk Ave. Mattituck, NY 11952 Cross Street: Ole Jule Ln Phone No.: 631-800-6809 Bldg.Permit#: C)I-I;t email: Jgolder17@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 200 amp service upgrade, new kitchen power& lighting, new family room power& lighting, new mudroom, washer/dryer wiring, powder room Square,Footage: 42s Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: FV—] YES❑ NO Issued On Temp Information: - (All information required) Service SizeFG/11 Ph❑3 Ph Size: 200.amp A #Meters 1 Old Meter# Q New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals F 1 2 H Frame Pole Work done on Service? DY ON Additional Information: service upgrade L M, PAYMENT DUE WITH APPLICATION J N 0 V 3 2023 tv iJ.4,:l.il 2l Y,j• kb^'•-f1 Y c �L./1/ 1I I- V Y�{,''�V���z'R �,:i' .,^,o_pis _ ,y. \JJ FROM : STANLEY J. ISAKSEN, JR. LS FAX NO. 631, 734 5835 Aug. 15 2006 10:50AM 'P3 •Ak ,.r(ppgp Y � UAo rNrrucN v Frr8r,E 7t'•1 9'40'F*, 610.3.47' CcQn°N . rn«. Ln wAr S..' 1.7C�,I., _ FRAMLcow, ,w �t GARAGE a' CONG M me.sron a:RI', PArlo qy WOOD FRA,MF CONE.R00o � d wacwAr S RiSrGLNOE � p.r WiNvvn 108 " COVERED PORCir 7.7.1' Wr00 DON WALKNAr WOOD N (A+ (A- .. 9) ( 7 6 r7 41 (b Z 1 C m , S 8719 40 W 69.92 NONri cNr n(LD NL'A$, NE W S Ul"F O LK AVENUE ;ivRvLY OF DESCRIBED PROPERTY SITUATE MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. gk1RVI:YED: 14 AUGUST 200E SURVEYED FOR: JOSEPH GOLDER (,,UARANTEED To: CATHERINE GOLDER SCALE s0' .1USEPH GnI.DER CATHERINE GOLDER AREA = 16,185 5,F- SAFE HArL:m TITLE ANGENCY, LTD- OR NASSAU EDUCATORS FCOERAL CRLt)If UNION 0.J78 ACRES 60AnANY SS04O1CATLP)CrtE ON SHALL aON TM# 1000-114-11-026 �cURVEYED 13Y ONLY To PERSON rpa mwoM THE SUaver IAPRCPAIZ40.ANOONNrsarMLFTOTHE $TANLEY mil_ iSAKSEIV, Jf2. =r DOMPANr aovGNNAmmfALAOENcr, LENou.'O wTrmmw,,rt LISTED Hcaray"wo90X 4 Tb n(rASS1GNttS OF7Nr[LNDNJDMSNI(/nOK 1 1956 uragANrFca Anchor rRAH8FERANLCTa (`JEW SLlFFU - N.Y. AOOrnoNwa wSri]rY/bMS OR cuosrtluENTOYAyras 631-734— 35 UNAUTr(am.TDAC'rERAT7Qy GwADO1TlON TOTHrn SURVEYI.A VIOtxl)ONOFSECVON r.WOf 7wEHrw roOKSrATE EDUcATxw4AA- Cr,.rzor nn880nvEVILAa Nor9=m4 LIZE LAND SURVEYOR T3(E LAND a u.YVEYORBEA%90.isrDGPJ�L MALL uoraFCrTNWbENr'oroBEA VALID rrN.r N Lic. No. 49273 06R1523 COPY, Generated by RESchecic Web Software Compliance Certificate Project Golder Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1305 New Suffolk Ave. Katie Golder Brett Kehl Mattituck, NY 11952 5130New Suffolk Ave. Kehl Design Assoc. LLC Mattituck, NY 11952 265 jasmine Lane 516-455-8116 Southold, NY 11971 631-433-9084 ssbn654@optonline.net :Compliance- Passesm9ing prescriptive requirements for alteration projects 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 0 Assembly or Cavity Cont. Prop. Req. Prop. Rjeq Ceiling: Flat Ceiling or Scissor Truss 128 49.0 0.0 0.026 0.026 3 3 Ceiling 1: Cathedral Ceiling 219 45.0 0.0 0.023 0.026 5 6 Wall:Wood Frame, 16" o.c. 113 21.0 0.0 0.057 0.060 5 5 Orientation: Front Window:Wood Frame SHGC: 0.31 23 0.300 0.320 7 7 Orientation: Front Wall 1:Wood Frame, 16" o.c. 214 21.0 0.0 0.057 0.060 8 8 Orientation: Left side Door: Glass Door(over 50%glazing) SHGC: 0.26 41 0.300 0.320 12 13 Orientation: Left side Window 1: Wood Frame SHGC: 0.31 38 0.300 0.320 11 12 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 113 21.0 0.0 0.057 0.060 6 7 Orientation: Back Floor:All-Wood joist/Truss 225 30.0 0.0 0.033 0.047 7 11 Floor 1:All-Wood joist/Truss 225 30.0 0.0 0.033 0.047 7 11 Project Title: Golder Residence Report date: 08/07/23 Data filename: Page 1 of 2 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 requireme is listed in the REScheck Inspection Checklist. 36��, �d�tic �'�12iN�� Name-Title Signature Date Project Title: Golder Residence Report date: 08/07/23 Data filename: Page 2 of 2 4 OCCUPANCY OR . APPROVED AS NOTED USE IS UNLAWFUL DATE��,_, ga3.B.P# WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION ( FINAL-CONSTRUCTION MUST pcV1PLY'WITH-ALL-tobES OF: BE COMPLETE FOR C.O. . Att CONSTRUCTION SMALL MEET THE �JEW YORK STATE..& TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS':REQUAEb RNU ONDITIONS OF 'PORK STATE: NOT RESPONSIBLE FOR $Q[ITf{QLD TOWN ZBA DESIGN OR CONSTRUCTON ERRORS SOtli bTOWN PLANNINGBOARD SOUTI OLDTOWN7USTEES Additional ,SsoEe Certification May Be Required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ® OF THE TOWN CODE. All exterior lighting PLUMBER CERTIFICATION installed,replaced or ON LEAD CONTENT BEFORE repaired shall conform CERTIFICATE OF OCCUPANCY to Chapter V2 SOLDER USED IN WATER of the Town Code SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD, PLUMBING ALL PLUMBING-WASTE &WATF-R.LINE&NEED ERING TESTING BEFORE COV GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION (D N A C T 0 R N T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE F Wood: 0 %:,;', •. _-- ,-� _ _ _ 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. 'iv i f N 2, FIRE SAFETY: '-r7i�ii j�' 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1�L;HL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMEf� T 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 CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. 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.Box1675 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. phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE: GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: 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. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC o formerly D A K Associates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association ((APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE 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 CONTRACTiOR 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 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE V'VORK. 8. Design values: � 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'. 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 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 PERFORIv�ED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 4. NOISE AFTER HOURS: 9. Fb = 2600 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING 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 6PM, MONDAY TO FRIDAY, 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. D, aMf� 1 1 . 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. D 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. SEP I ' 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 23 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING TIHE 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 T 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT 6 SPECIAL SAFETY NOTES TOWN THE CONTRACTOR WILL COORDINATE TIHE 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 HE WILL BE RESPONSIBLE FOR ALL DIISCONNECTIONS, 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 TIHE 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, LLC, 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 NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS.LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS 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 CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASIw1A 115. DESIGN CRITERIA EXCEPTION: FOR EL NATURAL LIGHT AND VENTILATION ROOMS L O EXCEED CHAPTER 3 SECTION REQUIREMENTS. R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THE URAL 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 pis INCH (11mm AN1D 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 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION((s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TAB3LE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANEPNTLY 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 MEAC) ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE F-AMILY) HABITABLE ATTICS AND ATTICS SERVFD 6TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.it IS 180 MPH (290kps) OR LESSS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR E_. H CASE. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 5)) 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 S3PACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEE-T < PANEL 6 FEET < PANEL < 4 FEET SPANI < 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( 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 PROJECT: PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 5o INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 1 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. L E HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 30 Po,, r,4 ,,,,� .�, E THE HIGHEST ROOF SURFACE Ya INCH DIAMETER LAGSCREW- -25'-5 " AS PER CHAPTER 5 OF THE 3 STORY BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEW YORK STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RENOVATION ION FOR SI: a. This table is based on 180 mph ultimate design wind speeds V11 arnd a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 29i'-10" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 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 edge urral panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge off the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1305 NEW SUFFOLK AVE. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into IV'iATTiTUC6�C NY 1952 LUMBER SPECIES AND GRACE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shaill 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 SCTM# 1000 -114 - 11-26 ALL EXT. DECK FRAMING MATERIAL CCA NC RINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING I I I LE: 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 NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVIATION CODE OF NEW YORK OF NEW YORK STATE. 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 R404 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 R405 and the provisions of sections R401 through R404 indicateed as "Mandatory" BASEMENT 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 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. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR RENOVATION 517 SOFT g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT° SLAB 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 U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL • R-VALUE WALL RNALUE sPACEC 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 SHGC b,e RNALUE R•VALUE1 RNALUE &DEPTH RNALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE 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 NEW BALCONY NA 4 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ff 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)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DAI E: ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulattion is installed in a cavity which is less AUG 03, 2023 NEW 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. ©COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. p`r NEW BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED y� 1 150-2023 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior off the home or R-13 cavity insulation at the "\P 5 ��Np �'� DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. � � ,�- o SUNROOM NA interior of the basement wall. O ` y 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD ` PLANS MAY NOT BE REPRODUCED WITHOUT > �, * BDK DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of tithe home or R-19 cavity insulation at the �HECKED BY: MEMBER DEPTH. WRITTEN AUTHORIZATION. BALCONY NA interior of the basement wall. "15/19" shall be permitted to be met with fR-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ROOF TOP DECK NA 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: COVERED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �84 d. R-5 shall be provided under the full slob area of a heated slab in additirnn to the required slab edge insulation COVERED ENTRANCE NA R-value for slobs, 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 r h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab �- FESS� G1 POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. -=-% 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 governing ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local agencies, Such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g, Alternatively, insulation sufficient to fill the framing cavity and providing noit less 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-vallue applies when more than half the construction. © K.EHL°DES]GIN•ASSOCIATES, uc insulation is on the interior of the mass wall. I I SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION /O USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L_ T S 2 0 DUU�G-FIH LARCH U. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ' `` ^' - mi•/ » F i FASTENERS ALLOWABLE LOADS 2 LOAD , . LATERAL 8dz1 ° MODEL GA UPLIFT UPLIFT (133/160) 2" CODE 8d NAILS o / ❑ SIDE OF CEILING JOIST NAILS i WITH TOTAL FOUR , /. ® � AND ON SIDE OF RAFTER � -----�- CT TO TO o h ��N0. TO AVG REF. INTO TRUSS ,i, RAFTERS/ PLATES STUDS ULT. (13i3) (160) F F2 (133& e STU '- TRUSS = NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ;cn TAKE-SIMPSON TAKE-VP WASHER 1 9350 985 400 5, 44 H7 16 4-8d 2--8d 8-8d 299 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES ' residential & commercial design o consulting H6 16 8--8d 8-8d 3983 915 950 650 5, 44 — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o I ° ARTJ"x12 e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o P0.Box 1675 phone; �6311433 9084 e MODEL GA AVG 2 CODE INTO / • •' •• Southiold,New York 11971 E-Mail: ssbn654@optonline.net ULT. LFTA LFTA REF. o° f o' NO. MAX. CLEAR PLATES po WIDTHSPAN L OTY DIA 12"' 2" 22" 3' 3}" 12" 2' 22" 3" 3}" EIGHT ° 8d NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 17" 38i"16-10d 4200 1205 1400 5, 44, 85 INTO STUD 16 26" ° OWNERSHIP & USE OF DOCUMENTS: 0 DALILO FIR LARCH / SO. PINE °° These drawings and specifications including the FASTENERSZ ALILOWABLE UPLIFT LOADS" ° MODEL L AVG 10d 10d x 12" CODE i ULT. REF. LFTA N0, L_ S T A 1 1od 1od x t2" ,° id' eas, design and arrangements represented (1�3 / 160) (133) (160) ° therein, are the property of KEHL DESIGN � ASSOCIATES, LLC. No port thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which they have been prepared without written consent. ART�'x12 °0 „ MTS20 20 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 DETAIL K „ 0 0 LST20 20 12-10d 12-10d x 12 2383 775 720 720 3, 41 CNW- 0 5•' COUPLER NUT DETAIL "Ell ° STU 8 - Douc-FIR-LARCH Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In o° TAKE-UP WASHER MODEL TYPECON O- DI LOAD ALLOWABLE LOADS REF. each e n d TION FLOOR ROOF (1333/ N0. (100) (125) 16C0 Simpson Strong-Tie G 515 645 6770 ° CS16 ARTg"x12 LTP4 5 J 515 645 6770 6, 39, 97 DETAIL "H11 H 515 645 6770 MATERIAL DIMIENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ARTJ'x12 MACHINE DEFLECTION DEFLECTION CODE ° MODEL STUD AVG LENGTH OF BOLT 2•3 AT HIGHEST AT HIGHEST REF. ULT. IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY 4 ANCHOR BOLTS ALLOWABLE o GA HB SB W F1 B SO CL DIA"s DESIGN LOAD DESIGN °0 s GA QTY DIA 12^ y" �2" 3' 32" 52" LOAD WHEN RAISED OFF o TH L PAT o 0 HD2A 16 12 4 22" 2 " E8" 2 �" ice' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE NO. W L STUD PLATE ULT. (133)2 (160) REF. i SP4 3Tg6„ 71" 6-10d x 11" 2917 735 885 7, 40, 127 m 0 MODEL DIMENSIONS FASTENERS (TOTAL) AILLOWABLE TENSION LOADS CODE GA NO. W L NAILS FFt00R (133) (160) REF. °o WORIx< NOTES: LSTA21 20 1 "' 21 - 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) AaLLOWABLE TENSION LOADS CODE NO. GA w L NAILS FFLOOR (133) (160) ,00 REF. Simpson Strong-Tie STU g" MSTA24 18 1 " 24 I 18-10d 1 1025 1370 1 1640 7, 40, 90 1 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER L SPACING REF. HD2A N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT SSIMpson Strong-Tie 7 C516 150' 14" 16 CLEAR SPAN +31"' , 40, 90 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE FH6 k � MODEL NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS DN. -F AR PINE A wABL-- LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE NO, GA W H B JOISTS) BY A LICENSE PROFESSIONAL ENGINEER, PLACES CERTIFIED BY A 1od 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— LUS46 18 3�" 4J" 2 4-16d 4-16di 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL COUPLER NUT PROFESSIONAL HUS210-2 14 3J 9{�" 2 8-16d 8-16,J 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART;'x12 STU 5'— �7 D U -FIR LARCH/SO, PINE ALLOWABLE LOADS 8 =ASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. ENGINEER MODEL AVG No. GA ULT. SIMPSON TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 TAKE-UP WASHER HGA10KT 14 4-SDSJ"x12" 4-SDSJ'x3" 1523 435 435 1165 940 , USE A MINIMUM OF S P 4 PROJECT: TWO 8d NAILS THIS SIDE OF TRUSS. COUPLER /"" L/COUPLER NUTIlk S P 4 TOTAL FOUR SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS 5" D E MTS16 ° STU '- LSTA21 SIMPSUN $ ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 TAKE-SIMPSOUP WASHER Strong-Tie TOTAL FOUR /. ° ® HD2A °°°°o TAKE- 8d NAILS L S T A 21 INTO TRUSS HUS210-2 WE" KITCHEN ® RENOVATION TWO o F 8 AIL o I i; {+TO I PLATES °®o ° TWO o I 8dTONAIL 81dTONAIL ° ° .°I 1305 NEW SUFFOLK AVE. STUD Siripson „Strong-Tie PLATES °®° DETAIL All L' NAIL ® MATTITUCK, NY 1952 H7 EIGHT-' STD Sluropson Strong-Tie ° DETAIL D DETAIL G DETAIL J Simpson "-7 Sirs Strong-Tie Tie EFTA �° p g DETAIL „L„ SCTM# 1000 -114 - 11-26 LFTA ° ° ROD SYSTEM LFTA DRAWING TITLE: ° °° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS °° °° NOTE: ---- ' LSTA30 --- - - ----- ----- ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSONBP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 WI N DLOAD 1'-O" 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" ITHROVGH ROOF 2nd FLOOR 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 385 sq/ft / ROOF DRAINAGE IIA 3.. CALCULATIONS AND v V = A x R x c PLUMBING RISER DIAGRAM LTP4 A = 385 sq/ft I LTP4 st FLOOR 2" ITHRo�cH ROOF FLOOR R = 2" RAINFALL = .17 ft nd I I 3 - LTP4 C = COEFF. = 1.0 NOTES: 2•• 2•, V = 385 x 1 x .166667 = 64 C.F. DETAIL "C" POWDER THESE PLANS ARE At! INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE KITCHEN 2.. LAUNDRY ROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" ROOM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 2,• 2 64 / 42.25 VERTICAL FT. / FT = 1.5 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-t o-Floor Connections Ridge Strapping t FLOOR USE (1) 8 DIA. POOL 2 -0 DEEP = 2 V.F. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN DR a ,s UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail FLooR 2•' OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie Floor-to-Floor Connections 64 64 / 22.3 VERTICAL FT. / FT = 2.9 SEAL: DATE: 3 4" F.A. VENT 6" USE (1) 6' DIA. POOL 3' DEEP = 3 V.F. AUG 03, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY C.O. 4� oBO E GRADE PROJECT N0: c.O., EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 3 3 4 4 4" CI SEWERAWAI GEASYSTOEM D 1 150-2023 HOUSE POOLS TO BE PLACED ON OPPOSITE SIDE OF , ,,. DRAWN BY: N❑ SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS) TRAP HOUSE AND/OR LEADERS TO BE PIPED TO P:,� `� CONlu . �, BDK All framing hardware shown oni these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH o�� �F� ,, CHECKED BY: unless otherwise indicated, is Simpson Strong—Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC '' '<',.'" ^''. `x LAJ No substitutions are approved or authorized, `` T NUMBER: Due to the o relationships f flramin hardwareto 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 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), g LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PRO)VISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other, components of the structure, any framing 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 hardware substitutions will reorder 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 G2 null and void, and will result iln the instal(er/contractor WHERE TRAFFIC IS TO BE PRESENT. ?FE55�0 assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire sy stem, 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 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL, 0 KEHL-DESIGN-ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I F. 11 13'-31 16" 15'-2'ist' 13-31is 13-31% 15 21316 F177i t 1 tt t �3 » t 1 » o 16 2-Q 2 C o o -Qy TW2 210 9-� Y6 2 -�� i �... __ - �-'�--nor- - I- 1 �I-- I Ex. Door - I I (2)1 3/4'x 5 1/2° Ex. Door � �1_ ) I; � '�1-1 ��I �__ - 5�+ �VL_Hdi 5�" KEHL DESIGN ASSOCIATES LLC a t residential & commercial design e consulting oCn 36 Ref. - _ ong e Existing x 1 O oc. x r Floor Joists _ upper cabinet 2068 PO.Box 1675 EXISTING - x. r phone: (631 433-9084 Simp n Han rs -`D F 3 \ (2)1 3/4% 5 1/2' q Southold,New York 11971 E Mail: ssbn654@optonline.net KITCHEN z LVL Hdr. — 13'-his" M� o 13-0/6 MUD B Ln I vB Kehl Design Associates,LLC o formerly D A K Associates,LLC O w EXISTING o 1 1 o Pr vide Air low Fir 1 1 > I r� ?� a 101 Bas ent to Crawl S ace o ROOM OWNERSHIP & USE OF DOCUMENTS: _o - o MUDROOM a These drawings and specifications including the Ex. Stairs P P O j ou ter over Sher & Dryer pantry Ex. Stairs ideas, design and arrangements represented �> un �iae xisun xzo ac. r- x KITCHEN f u its ore Fr t Load Units Ex. Stairs g 9 Simp; n Han rs o_ therein, are the property of D.A.K. ASSOCIATES, AND B R E A�K F A S T UP Floor Joists UP Ex. Stairs G I. Shelves or Cabinets LLC. No part thereof shall be copied, disclosed Chimne Chimne to others or used in connection with an work ROOM ,,, l or project other than for which they have been y Provide 2" Conc. Slab Existin' Girder zi<sfino irder Y i A ove Washer and Or y prepared without written consent.y 3 O d Simp n Han rs co co C"i I N I I I n N �n Along e xis ing z b oc. (2)1 3/4"x 5 1/2" r N Floor Joists P vide Ai Flow F m LVVL Hdr. Existlna Wall Removed Bas rent l Crawl )ace I — — — — �— — — — — — — N Existin Wall Removed _ 2838 _ Simp -n Han rs Existing Masonry EXISTING o I SReman° J Ln DINING 12 -11'Y16 DINING rA A - '%6 ROOM EXISTING "' ROOM N o o 0 SUNROOM _ X. � �� I all ode at 'qht w N e ed per age -4�++ I of e In allot' In ucti s 4y2'+ on- mb ON ro ' g I Basr !ent to rowlES ice of 2) 3/ x 1 b of M al S is w VL it )1 J/ 'x 1/ LV H Ex. Window- Ex. Window Ex. Wirndow Ex. Window oo TW2446 LVL Hdr. TW2446 I 4 New Pe-Fab 15 » 13-3 /6 Fireplace WORK NOTES: 9/» D» _ 4 » 2'-10� v i3 a 2'-10%"� 7'-10�" � 14'-6tis 13-3t5 Provide 3" Zip ++ 2 7'-10/6" � 14'-6/6" z s �6 �2_�� Column Post 3 ! 25'-33/" Beneath Girder(Thr 25'-3� EXISTING FLOOR PLAN FOUNDATION PLAN Buried inTabe NEW FLOOR PLAN Buried in Floor) "cv Location of previous Sunroom. This room was enclosed with Jalousie windows llxN2x Feelings ° lings to be t) b4 Location of previous Sunroom. This room was enclosed with Jalousie windows and door, with a door accessing the mudroom area. Reber Equally Spaced and door, with a door accessing the kitchen area. Each Way F TY FYTYT' r7TY I I I I I I I I I I I I I I I I I I I I Ty :PROJECT: Provide 4" Ven, Each Side Provide 4" Vent (Each Side) (37 ( ) Existing Roof Shingles Existing Roof Shingles Exstmg 15t Felt Existing 15# Felt Existing Roof Decking l4"x 11$" LUL Beam Existing Roof Decking (1)14"x 118" LVL Beam - n S.?� . E N, Insulation Baffle (2)1y"x 92' LVL Beam Insulation Baffle (2)14"x 922"' LVL Beam R-45 Ins lalion 6" Strong Hold Screws R-45 Insulation 6" Strong Hold Screws KITCHEN R-49 Insuation " Strong Hold Screws Existin Fascia R-49 Insulation 5" Strong Hold Screws RENOVATION Existing Fasao 2" Furrrin, t g 2" Furrin g 0/" '-10� Vented SolfiI s Vented Soffit 5 " Z" Shoefrock "3�6 " SheetrockLI Nafch Lxistina Sidng Match Existing Siding ® _l^ ® 1305 NEW SUFFOLK AVE. Flew Blue S''in Hose Vvroo New Blue Skin House Wrap Ne.v 2" Spray team Insulation FAMI I LY New 2" Spray foam Insulation MATTITUCK, NY 1952 Nl th R-11 Fiberglass Ins = R-21 R O O)M With R-11 Fiberglass Ias = R-2, K I T C H E N 13'-0%6" T SCTM# 1000 -114 - 11-26 COX 1 Shealh ng 13_p�6 p' CDX Min. Sheathing L EAST ELEVATION �� DRAWING TITLE: 2x4 Muds 16"ac. Finished Floor 2x4 Studs 16"oc. Finished Floor I 2x4 Sfine 4" CDX Subfloor 2x4 Shoe q" CDX Subflaor Existing Masonry T Ex. Floor Joists Steps to Remain PLAN S 2x8 Floor Joists to be SisteredFx Girder AS NOTED R-30 Insulation AlongSide Existing2x6 @ 16"oc. Vapor Barrier �., Existing Floor Joists oar Joists Exist:^g Conc Foundation 4" Closed Cell Spray Feam (R-7.5 per inch) Existing Conc. Foundation W E ST ELEVATION 2x6 Floor Joists @16"oc. `Ex. 4" PC. Slab Provide 2" Conc. Slob I SET: ISSUED FOR: DATE: wl Vapor Barrier CROSS SECTION A CROSS SECTION B SEAL: DATE: AUG 03, 2023 PROJECT N0: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE STRAPPING WEIE= 1 `A�ti OF N£` 1 150-2023 IN ACCORDANCE WTH THE © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLAI,NS VD ELEVATIONS ARE # S�o�N coy, `p DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTIURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 2020 RESIDENTIAL CODE OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE RIEr�cyu�ED WITHOUT ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES NEW YORK STATE ►- '�,-: % PECKED BY: IN ACCORDANCE WITH THE PROVISIONS OF THIIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PIROPP OF i ;, i TRANSFER OF LOADS FROM THEIR POINT OF (ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRIUCTLE FROM THESE >�,;i al PRESCRIBED BY THIS CODE ARE DEEMED TO (COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL EXT. HEADERS ARE TO BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PRO(OF L PURCHASE, L pHEEI NUMBER: (2)13/"X 9%" LVL UNLESS R301.1.1 ALTERNATE PROVISIONS OTHERWISE NOTED AS AN ALTERNATIVE TO THE REQUIREMENTS IIN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND --'- Al 01 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NOTE: PROVIDE FIRE BREAKS Acce Lance of these drawin s does net authorize the ri ht to build) wit t the authorization NEW YORK STATE. P 9 9 AS PER of local governing agencies, such as Suffolk County Dept. of Healtth Seises, Town Building THE 2020 DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Departments, DEC, FEMA, etc. Verify all conditions, codes, and recquire,ents with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD RESIDENTIAL CODE OF agencies prior to construction. FOR ONE-AND TWO FAMILY DWELLINGS (AISI-'S230) NEW YORK STATE g 3) ICC STANDARDS ON THE DESIGN AND CON°STRUCTION OF LOG STRUCTURES (ICC400) NORTH ELEVATION I