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HomeMy WebLinkAbout51798-Z moo-96 souryOlo Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Ulm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47196 Date: 07/07/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1175 Shore Dr Greenvort, NY 11944 Sec/Block/Lot: 47.-2-24 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/14/2025 Pursuant to which Building Permit No. 51798 and dated: 04/01/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front covered porch and a rear deck to an existing single-family dwelling as applied for. The certificate is issued to: Steinmuller RP&CA 2024 Ir Tr Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: See Certification ELECTRICAL CERTIFICATE: 111607 6/23/2026 PLUMBERS CERTIFICATION: Jose Jimenes 6/8/2026 utho - d ign ture ofsouryo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ulm. 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#: 51798 Date: 04/01/2025 Permission is hereby granted to: Steinmuller RP&CA 2024 Ir Tr 1175 Shore Dr Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for with sanitary certification. Premises Located at: 1175 Shore Dr, Greenport, NY 11944 SCTM#47.-2-24 Pursuant to application dated 02/14/2025 and approved by the Building Inspector. To expire on 04/01/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $724.25 CO-RESIDENTIAL $100.00 Total $824.25 -- ----------------------- ding Inspector NASSAU ELECTRICAL SUFFOLK INSPECTOR. @ 159 Route 25A, Building 1 Suite B Miller Place, NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Info@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: JIM SAGE ELECTRIC,INC. Certificate No.: 111607 Rough In Inspection Date: Sep 04,2025 Final Inspection Date: Jun 23,2026 Application No.: Building Permit No.: Not Provided County Tax Map No.: 1000 047.00 02.00 024.000 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above: Owner: Richard Steinmueller Site Location: 1175 Shore Drive,Greenport,NY 11944 µ Owner's Address(if different): 12 Residential 12 Indoor ❑Basement Service ❑Shed ❑Commercial 12 Outdoor (]First Floor O Pool ❑Hottub ❑New 12 Renovation ❑Second Floor ❑Attic ❑Garage ®Addition ❑Survey ❑PV Solar O Generator ❑Conversion ❑Signs ❑Battery Storage O Safety Inspection Other INVENTORY Single Phase Heat Duplex Recpt 25 Ceiling Fixture © Dual Func Breaker Three Phase Hot Water GFCI Recpt Wall Fixture 0 Smoke 0 Main Panel AC Cond 0 Single Recpt Recessed Fixture 3o CO Detect Sub Panel AC Blower 0 Range Recpt 0 LED Lighting Smoke CO Combo 0 Transformer Appliance Ckt 0 Dryer Recpt Emergency Time Clock 0 Disconnect Switches 19 Twist Lock Exit Fixtures Pumps 1� GFCI Breaker 0 Heat Pump Electric Heat Pool Luminaire Exhaust Fan 0 Other Equipment: The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: JIM SAGE ELECTRIC, INC. License No.: 3635 ME Date Printed: Jun 23, 2026 Inspected By:Joe Coppola Signature: SUFRIC Town Hall Annex y 46Gy�► Telephone(631)765-1802 54375 Main Road P.O. Box 1179 y x Southold, NY 11971-0959 5 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. S < 7 Owner: 61c,�a( y j d� (Please print) Plumber: 0-00Z I l Pt D� � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Pl bers Signature) Sworn to before me this day o I/Q� 20 W Notary Public, I ounty PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CA6151160 Quailed in Suffolk County C 1 Commission Expires August 14,20 *OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. coum� 631-765-1802 6---rig INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: ' f on - g PIVP4� 0ATE INSPECTOR *OE SOUTyOIo # # TOWN OF SOUTHOLD -BUILDING DEPT. cou ,N 631-765-1802 INSPECTION [ ']. FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /"STRAPPING FINAL �. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i DATE '� o INSPECTO 4 L J U L 1 4 2025 �N. J. MAZZAFERRO, P.E. Building Depabri 6fit PO Box 57, Greenport,N.Y. 11944 Town of Southold Phone- 516-457-5596 Consulting Engineer July 14,2025 Desit2, Construction, Inspection Pagel of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Steinmuller 1175 Shore Drive Greenport,N.Y. 11944 District-1000, Section-47. Block-2 Lot-24 Building Permit Number—51798 Inspection—Footing—Pier-Reinforcement On July 11, 2025,I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the addition to the existing residential structure. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation and damproofing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J.Mazzaferro,P.E. yPs q i, o .z pp 4b 057� ��� 2Z5 N. J. MAZZAFERRO, P.E. �o ��"� PO Box 57, Greenp ort,N.Y. 11944 ®� gh140nt Phone- 51-6-457-5596 Consulting Engineer July 14,2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Steinmuller 1175.Shore Drive Greenport,N.Y. 11944 District-1000, Section-47.Block-2 Lot-24 Building Permit Number—51798 , Inspection—Footing—Pier-Reinforcement On 7/10/25,I verified the construction at the noted location. The inspection covered the footing and reinforcement for the addition to the existing residential structure. The areas inspected included the excavation,reinforcement, and footings of the addition.The inspection was completed before backfilling. The inspection results are: 4 Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon`inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEty YO Nicholas J.Mazzafe"o,P.E. o w No 05100 AROFEss►oNP� s N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 3, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Steinmuller u { s + : 1175 Shore Drive Greenport,N.Y. 11944 n fil OCT - 3 2025n District-1000, Section-47. Block-2 Lot-24 Suild:nsg Departrnent down of Southold Building Permit Number—51798 Inspection—Framing On September 23, 2025, I inspected the construction at the noted location. The inspection covered the framing for the addition/alteration to the new house structure. The areas inspected included the first floor and rea deck of the alterations/addition. The framing work included exterior and interior walls, ceilings and exterior deck. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 5 A �- 9,� Nicholas J. Mazzaferro, P.E. 'z 6 0 �Fa 4,0. 05709y AR�FessIoNP N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 3, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Steinmuller 1175 Shore Drive Greenport,N.Y. 11944 District-1000, Section-47. Block-2 Lot-24 Building Permit Number—51798 Inspection—Rough Plumbing On September 23, 2025, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV—System was exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. 2—WS—System was exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required.New installation is connected to the existing system. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. P OF EW 1- S�.M O'Pf 9 P, O Nicholas J. Mazzaferro, P.E. w AROFESSIONP�� L.HTH F E B 1 4 2Q SAND GRAVEL, INC. 35180 Route 48•P.O. Box 608•Peconic,NY 11958 Office(63 l)734-6800•FAX(631)734-2318 January 30,2025 Richard Steinmuller 1175 Shore Drive Greenport,NY 11971 Re: Septic system at#1175 Shore Drive,Greenport To Whom it may concern, On December l L 2007, Latham Sand&Gravel replaced the failing.septic system at 1175 Shore Drive in Greenport. The existing block system was pumped and abandoned as required_ The new system consists of a.1000gallon precast rectangular septic tank& three precast leaching pools at 8'dia x 4'deep. The leaching pools were installed on top of a shaft that was excavated approximately 45'deep through the hard clay layer to the sand layer below and backfilled with clean sand. The new system was installed in accordance with SCHD capacity requirements for a 1-4bedroom residence (3 bedrooms by current regulations). Attached is.a drawing of the system component locations. Respectfully submitted; Z11 Jolui D. Hocker,P.E. r 1 1 Vice President cis�° 3 fya k. ;Marine Construction•Dredging•Precast Cesspools e Gravel•Dill•Topsoil•.Excavating and Land Development FIELD INSPECTION REPORT -DATE- COMMENTS ----- - -------FOUNDATION (ISIT) - - ----------------- ------------------------------------- --- -------------------- FOUNDATION (2ND) .... ................... ROUGH FRAMING & --------- ------ PLUMBING C> INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 SZ 07, ............. ------- ----------- ................. ------------- -------- ------ �Sl1FF0(fi�, o�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT N 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtown .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �j V PERMIT NO. / Building Inspector. j FEB Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: `` Name: ��jj tLl SCTM#1000 ! _.p Project Address: I r op F , Phone#: T Email: VC Mailing Address: l/`?,S I a.P- �2_I�. ._ C .Fh1 p®2i_ I y_ ..(..N 1`r CONTACT PERSON: Name: �L�-- .�. _..ll .l �.. ���_N� ►�s� i ss o c_ LLC ) - Mailing Address. Phone#: 3 _ _ O�L( Email: SS&A!(oS".`f_ v i-On)L—i NF—►1'1 F.-I DESIGN PROFESSIONAL INFORMATION: Name: c SS.a C, -_LI�L u _. .h�. .` ay Mailing Address: 26 _.,l..,f4S✓�t r.vs�-. ...__Ll�_. ...S.O c + .OLp.-. i4 --- . J I - Phone#: - Email: CONTRACTOR INFORMATION: Name: Mailing Address: - Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION Estimated Cost of Project: ❑New Structure Kddition ❑Alteration ❑Repair ❑Demolition $ ' ❑Other ---- _....___ . .. Will the lot be re-graded? ❑Yes F,�No Will excess fill be removed from premises? ❑Yes IRNo 1 PROPERTY INFORMATION c- Existing use of property: R �l� c}? �` - Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R`L r�►,s�� this property? ❑Yes 99No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Ry, t Application Submitted By(print name): 31T l�fit- QgAuthorized Agent ❑Owner Signature of Applicant, Date: o Z-1`f"?� CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF S u FFoL.kL ) Commission Expires April 14,2O�X ( � ® JLr rk being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the F A o (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 �da of ��ry�Ole 20� " ' '�O v 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 .. �� i Md}l S � •. wi Mad h.,, .�p A}o. 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AUTHORIZATION (Where ifte AM liLant is not the Ouncr) H, .'�. � I i 4 (Print proWrty owner's name) 4 Mailing Addrc:ss to apply on my bclWf to the Southold Building p� (Print Owner's Natile) u , i f r - o 1 i, S 830401401' E mDESIGN ASSOCIATES uc - [e:wn,ed a�an.,e,eci deaa�•�«�a:re PO.Em105 pt—(631)443.9M1 12 .()o� 1 Soulh K NOWYA 11911 [kt optaiie d OK.N Ds' Anociole[.LIC•fomi DAKAuodotet LLC O 0 SITE PLAN OF N W STEINMULLER � RESIDENCE 1175 SHORE DRIVE W E O EXiStin GREENPORT, NEW YORK C 0 propoSed 9 r` New House SCTM# 1000-47.-02-24 S W AREA = 9,375 SQ.FT. Lot Coverage = 1 Covered g ,742 SQFT Percent Lot coverage = 18.6% Ex u-► porch ■ 0 30.7' Deck N 0 5 10 20 30 Z propoSed 2.01 New rOPOSed Ex. N Additio New shed N l 35.2' n De � o ck N 6.6' O 0 N , O N Z O S 83 0401 „ 40 W SITE PLAN INFORMATION IS BASED ON SURVEY DONE BY 125■00, PECONIC SURVEYORS,P.C. �J N.Y:S. LIC. NO. 4961 DATED J U N E 15, 2020 SURVEY OF PROPERTY N A T GREENPORT ` TO WN OF SO UTHOLD SHORE SUFFOLK COUNTY, N. Y. DRIVE 1000-47-02 24 SCALE: 1'20 JUNE 15, 2020 n n u� TIMBER 1.2'S LOT 12 S83'4014099E TIMBER EDGING nMB 125.009 OSTONE DRIVEWAY ; 1.7'S lQ cd FEN. TIMBER 1 XE EDGING SE rnO LOCATION W 24.4' LOT @ , ,B. i+ CHIM.` O ST 22' 27' i ; 1 STY. FR. LP1 30' 38' �� WATER N HOUSE LP2 39 42 W a METER wooD FF=13.8' N ,' LOPS 4 STEPS OSTO O Lp$ 33' 34' x � sW _ L_ao.7' 2a.a' .A. COVER O LP2 � N/0/F O LPl . EDWARD JURZENIA N 2 D P2oPosa \ JEAN BURDEN KEY C �`F- a NT ���1F- eo _ __,__ SHED to PA xC- = REBAR Z ® = WELL 7.91 N A = STAKE PIPE FND '`p•� , /0 LOTco 14 � S = TEST HOLE N83'40'40"W K • = PIPE Ad � , PIPE FND 125.00 ■ = MONUMENT SHED FEN.END FEN.END FEN. ` = WETLAND FLAG vv P 0 LOT 14 o.B's o.1'N OWN 0.4'N '~w O� i`�E fo CD-� = U77LITY POLE ELEVATIONS REFERENCED TO NAVD 88 LOT NUMBERS REFER TO "MAP OF GREENPORT SHORES, SECTION ONE" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JUNE 29, 1950 AS FILE NO. 1759. No � ,� , ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA770N OF SECTION 7209 AhEA= 9,375 SO. FT. f _ N.Y.S LIC. N0. 49618 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION I P CA,:-SOMEYORS, P.C. 7209—SUBDIVISION 2. ALL CERTIRCA77ONS HEREON ARE VALID FOR THIS MAP (631) 765-5020 FAX (631) 765-1797 AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.O. BOX 909 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 20-016 s SURVEY OF PROPERTY A T GREENPORT MAR 3 0 2026 61 TO WN OF SOUTHOLD 7 SUFFOLK COUNTY N. Y SHORE DRIVE 1000-47-02-24 SCALE: 1�=20 3 ��� � DUNE 15, 2020 FEBRUARY 10, 2026 (Final/ As—Built Survey) TIMBER 1.2'S S83'40"40-E LOT 12 TIMBER EDGING TIM6ER 125.0op Q ST'ONE7 D 1.7'S C) Rl\/CWAr' GO AC UNIT FEN. TIMBER EDGING /1, PROPANE 1.4'E 0 TANK 24.4' LOT @ tij co -OUTSIDE C? WATER 0 ZD rN zo SHOWER—METER c14 0 00 K WOOD � LU "5 c1q STEPS Q If WOOD 30.7' 4.61 LL L: Uj DECK 0 IW O, I'Li a; a 0 C 9.81 N/O/F X STEPS Cq 10 LZ lo- EDWARD JURZENIA 0 2.0' JEAN BURDEN ?AR &D SHED ro IKE 29.7' P/O LOT 14 7.9 PIPE FND ' cly T HOLE ' HVAC UNIT 45.6' V_ E C5 &D N83'40 40-W zo cn VUMENT to LAND FLAG SHED 12`5PIPE FNID FEI END FEN.END FEN. 47-Y POLE 0.8's 0.1'N 0.1'W P/0 LOT 14 0.4'N 17 REFERENCED TO NA VD '88 < ?S REFER TO "AMP OF GREENPORT SHORES, SECTION ONE" FILED IN K COUNTY CLERKS OFFICE ON JUNE 29, 1950 AS FILE NO. 1759. 7ON OR ADD177ON To THIS SURVEY LIC. No. 051132-01 I EY IS A VIOLATION OF SECTION 7209 AREA= 9,375 SO. FT YORK STA7E EDUCA77ON LAW, EXCEPT AS PER SECTION PECON/VF_L.00D CERTIFICATE SOLUTIONS 89 AISION 2. ALL CER70CARONS HEREON ARE VALID FOR 77-IIS MAP (631) 89-9174 THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL VEYOR WHOSE SIGNATURE APPEARS HEREON Email: peconicfcs@gmail.com P.O. BOX 128 RI vERHEA D, N. Y. 11901 20-016 i ` _.. Generated by REScheck-Web Software Compliance Certificate Project STEINMULLER RESIDENCE Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Project SubType: None Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 1175 Shore Road Richard Steinmuller Brett Kehl Greenport,NY 11944 1175 Shore Road Kehl Design Assoc. LLC Greenport, NY 11944 265 jasmine Lane 917-579-9571 Southold, NY 11971 631-433-9084 ssbn654@optonline.net Compliance: Passes using UA trade-off Compliance: 10.6%Better Than Code Maximum UA: 123 Your UA: 110 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 529 49. 0.0 0.026 0.026 14 14 Wall:Wood Frame, 16" D.C. 164 21.0 0.0 0.057 0.060 6 7 Orientation: Front Door: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 Orientation: Front Window:Wood Frame SHGC: 0.31 30 0.300 0.320 9 10 Orientation: Front Wall 1: Wood Frame, 16" o.c. 47 21.0 0.0 0.057 0.060 3 3 Orientation: Left side Wall 2: Wood Frame, 16"o.c. 168 21.0 0.0 0.057 0.060 6 7 Orientation: Back Project Title: STEINMULLER RESIDENCE Report date: 02/06/25 Data filename: Page 1 of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Door: Glass Door(over 50%glazing) SHGC: 0.32 41 0.290 0.320 12 13 Orientation: Back Window 1: Wood Frame SHGC: 0.31 14 0.290 0.320 4 4 Orientation: Back Wall 3: Wood Frame, 16"o.c. 268 21.0 0.0 0.057 0.060 11 12 Orientation: Right side Window:Wood Frame SHGC: 0.31 67 0.310 0.320 21 21 Orientation: Right side L5. Floor:All-Wood joist/Truss 529 0.0 0.038 0.047 20 25 Compliance Statement. The proposed building design described here isnt 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 mandatonf requirements listed in the REScheck Inspection Checklist. '&K'eir I&—aL po'nvy— 3?�& .zt) >—- (Y— Name-Title Signature Date Project Title: STEINMULLER RESIDENCE Report date: 02/06/25 Data filename: Page 2 of 2 APPR VED AS NOTED DA ✓� B.P.# Jr S( �y C I133ING... FEED J gy : t' 'UMSING WASTE. NOTIFY BUILDING DEPARTMENT AT ATEER;LINES,NEED 631 785-1802 8AM TO 4PM FOR THE z E COV RING: y FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION "PL.UM,BER`CER.T1-FNCATIG: 4. FINAL-CONSTRUCTION MUST QNLEgQ' QNEN.> BFU BE COMPLETE FOR CERTWX4TF-OFOC( UPA�All CONSTRUCTION SHALLALL MEET THE REQUIREMENTS OF THE CODES OF NEW '6M0ER USED4N'-NA.TEf YORK STATE. NOT RESPONSIBLE FOR SUPPLV.#S'STEM'CAIVA/ DESIGN OR CONSTRUCTON ERRORS EkCEED y1O OF 1°/- ' COMPLY WITH ALL CODES OF Provide windborne debris NEW YORK STATE&TOWN C DES protection for new exterior AS REQUIRED AND CONDIT NS OF SOUTHOLDTO A glazing on buildings as per SOUTHOLDT PLANNING BOARD NYS Code. Koo OWN TRUSTEES N,Y,S. C SO OLD HPC DO HD OT'PROCEED�IIITH FRAMING VN`TW$URjl1 Y $�FOUNDATION 4 ION HAS BEEN APPRO'GED,rwn OCCUPANCY OR All exterior lighting USE IS UNLAWFUL installed,replaced or repaired shall conform WITHOUT CERTIFICA of o Chapter 172 OF OCCUPANC,`! the Town Code Must provide Manuals D, J and S as per NYS Energy Code •RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Blower door and ductwork testing required. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CO N "F R A CTO R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. ] 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. g residential 8 commercial S n a consulting PRACTICES. 2• 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 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. Southolcl,NewYork 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 oAK 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 CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION, ideas, design and arrangements represented 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: copied,3. DUST CONTROL: disclosed to others or used in connection a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which 6' A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM A they have been prepared without written consent. CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. THE CONTRACTOR SHALL LAY OUT HIS OWN WORtK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8• Laminated Veneer Lumber (LVL): PLANS AND ELEVVATIAT(ONS ARE PROTECTED UNDER FEDERAL a. a ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9 Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 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, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED , . 10. B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FII`NISH 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 Ll-C. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK W/ILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE 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 DISCONNECTICONS, RECONNECTIONS, AND STARTUPS. OF DOCUMENT NOTES PROPERTY.ACEACH AS REPREESENTIVITY BE BTATIVELE FOSROF THERE EMPLOYEES SHALLTHE SAFTY OF THEIR ASCERTAIN THAT THEYEES AS WELL ASOCONDITIONDS (UNDER WHICHTHERS ANN THE CAREOTHEYEWILL BE WORK NOTES: 1 4. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARIwILESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS, THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUIBJECT 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 LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES IN ACCORDANCE R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTFED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTIOrN FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2G2,L, RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Z/6 INCH (11mm) AND A SPAN (OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. 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. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2:) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTFLILED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE ,h CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EAC:i CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH .'-ICED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,It IS 180 MPH (290kps) OR LESS. - THIS CODE AND THE LIMITATIONS HEREIN. WHERE TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCF'ELDULE FOR WOOD NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 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 SCHEDULLE (.,i- CHAPTER 6, TABLE R602.3 1 OF THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY RESIDENTIAL CODE OF NEW YORK STATE. ( ) WITH THE BUILDING CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INC;HES) R301 DESIGN CRITERIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200h FASTENER TYPE (WFCM) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 2) AISI STANDARD FOR COLD-FORMED STEEL S 4 FEET SPANS 6 FEET SPANS 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS,. SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED r FRAMING - PRESCRIPTIVE METHOD FOR ) HEIGHT AND FIRE AREA 50 No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND Two FAMILY DWELLINGS (AISI-S230) 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 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTION OF LOG STRUCTURES (ICC400) No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH FEBURARY 29, 2025 PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS ; THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 3 S70RY BASED ANCHOR WITH 2 16 16 16 = 14'-6 " AS PER T/ABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER CHAPTER 5 OF THE STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile p(er hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,It and a 45-foot mean roof height. PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 18'-5J" 1 POUND PER SQUARE FOOT = 0.0479 kPo, 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 structural panel.F C t shall b located minimum f 1 inch f the d f the ! T E I N '�/1.'U L L E APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners sae ocae a mnmum of e edge of pane. J 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into A D b.LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ��S C ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH .#2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED P y "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1175 SHORE ROAD TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BIETTER GREENPORT NEW YORK c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFIFICIENCY,AS PER THE , OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CC)NSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES SCTM# 1000-47.-02-24 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 R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK DRAWING TITLE: e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 1. Section R401 through R404 2. Section R40 and the provisions of sections R401 through R404 indicated as "Mandattory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY GENERAL NOTES GUAR MPONENTS L THOSE E HANDRAIL), STERS AND NA NEW CRAWL SPACE sq.ft. f FILLERDS IN-FILL _SHALL BE DESIGNED TOLWITHSTANDX APHORIiZONTALLY APPLIIEDUNORMAL LOAD OF3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED EX. CRAWL SPACE NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARF FOOT. THIS LOAD NEED NOT BE ASSUMED 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 NEW FIRST FLOOR 529 sq.ft. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT A HRAE 90.1-2016 NOTES: EX. FIRST FLOOR NA g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR IBASEMENTc SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACEc DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUE' R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS 4EXCEPT fIL O CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA MARINE 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less SEAL: DATE: EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. FEBRRARY 20, 2025 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. PROJECT NO: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the i-=- 1 1 85-2025 SUNROOM NA interior of the basement wall. Ir DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 1 "15/19" means R-15 continuous insulation on the interior or exterior of the home or rR-19 cavity insulation at the `e' ��� NEW DECK 258 sq.ft. MEMBER DEPTH. Lj C r q interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity iinsulation on the interior of the II I� BDK COVERED PORCHES NA u �C : o CHECKED BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. "'10/13" means R-10 continuous �j COVERED ENTRANCE 24 sq.ft. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. i T (i d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation MAR 3 1 �7 I SHEET NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs :shall not be required to � 9 h. 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 < Ju I o /'1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 1v^ IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Qtlt� "Cinf?�` �SyT'13t - y' �' ANOTHER, AND LOADS ARE ASSUMED NOT T') OCCUR WITH ANY OTHER LIVE LOAD. Tcv:m �i SoL; :`dCslf� oJi�)t 1 (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than ain R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5 means R-13 cavity insulation DOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies wlhen more than half the insulation is on the interior of the mass wall. ©KEHL-DESIGN-ASSOCIATES, LLc SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION %, ' f, USE A MINIMUM OF Two 8d NAILS THIS M T S 2 O L T S 2 0 ,�.,..,.; , ,;.... ,/. 4010 ---- PROVIDE (1) HGAIOKT ON r : r UOUG—FIR LARCH S0. PINE UPLIFT SIDE OF TRUSS. / FASTENERS ALLOWABLE LOADS �'Z LOAD ® o ��' r, WITH TOTAL FOUR ° o SIDE OF CEILING JOIST �Q_�L� -- LATERAL AND ON SIDE OF RAFTER ' MODEL GA UPLIFT UPLIFT CODE Sd NAILS o (133/1S0) 8dx1�" o i Ry iq {R No. TO TO TO AVG NAILS REF. INTO TRUSS. RAFTERS/ PLATES STUDS ULT. (133) (160) F FZ (,33& STU "— ° TRUSS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON = TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •� residential & commercial design ® consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) LENGTH OF BOL,TIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ° ART 'x12 CODE Bd NAILS o •• •• ° P0.Box 1675 phone: (631)433-9084 MODEL GA AVG z INTO No. • , Southold,New York 11971 E-Mail: ssbn654@optonline.net F CLEAR ULT. LFTA LFTA REF. PLATES ° °• HSPAN L OTY DIA 1�" 2" 2J" 3" 31" 14" 2J" 3" 3J' Do° •o EIGHT ' Hd NAILS /^� '• INTO I Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 24" 17" 381"i6-10d — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PINE D FASTENERSZ ALLOWABLE UPLIIFT LOADS3 ° These drawings and specifications including the MODEL L AVG 10d 1od x 1 CODE ULT. LFTA D NO. REF. L S TA 21 D° ideas, design and arrangements represented 10d 10d x 1J" (133 / 160) ((133) (160) ° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 oD o° HGA10 with any work or project other than for which 0 they have been prepared without written consent. ART�'x12 MTS20 20 �14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° DETAIL "K"° o D 0 D Lsr20 20 12-10d 12-10a x 1)" 2383 775 720 720 3, 41 COW COUPLER NUT DETAIL E ° STU g"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR �� 11 ° DOUG—FIR—LARCH Equal number of °° �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL TYPE OF DIRECTION ALLOWABLE LOADS REF.SO. PINE CODE specified nails in ° TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MODEL CONNEC— OF LOAD each end WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE (100) (125) 160 Simpson Strong—Tie No TION FLOOR ROOF (,33/ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT CS16 ARTg"x12 G 515 645 67o TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 597 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'.7.1(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT M AT HIGHEST o Acceptance of these drawings does not authorize the right to MODEL MACHINE AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a s 8 BOLTS ALLOWABLE LOAD DESIGN ° GA GA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF ° OTY DIA 1 2" 2�" 3" 3 " 5}" LOAD THE ILL PLATE ° build without the authorization of local governing agencies, SUCK as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 4{$" 2 " 2 8" 2 ill try" 2 F" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ° Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ° and requirements with such agencies prior to construction. N0. W L STUD PLATE .AVG OF / SP CODE (133) (160) REF. SP4 3A" 71" 6-10d x 11" — 2917 735 885 7, 40, 127 WO K NOTES: 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF N0. GA y� L NAILS FLOOR (133) (160) REF. °O NEW YORK STATE LSTA21 20 1 21 —1 d 905 1205 1295 7, 40, 90 °o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° MODEL GA REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, Son NO. w L NAILS FLOOR (133) 060) Sim Strong—Tie 5"— P 9 STU 8 AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 , " 1 4 18-10d 1 1025 137(0 1 1640 7, 40, 9a LUS46 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD TOTAL ALLOWABLTE TENSION LOADS NAIL CODE SIMPSON LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODEL FASTENER`S SPACING REF. TAKE—UP WASHER No. (LENGTH END CA CUT LENGTH (TOTAL) � z °� HD2A SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS L (100) (133 / 160) PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 Simpson Strong—Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE THE BUILDINGS AND STRUCTURES IN ACCORDANCE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT —FIR AR H PIN ALLOWABLE wAB A IN A SYSTEM THAT PROVIDES A COMPLETE LOAD MODEL DN ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION No. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR too Show 115 ROOF 125 DETAIL "T" PATH THAT MEETS THE REQUIREMENTS FOR THE CODE A LICENSE PROFESSIONAL ENGINEER, PLACES TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 1od 16d ULT. (133) (160) 10d AL 16d 1od isd 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. •— LUS46 18 3 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CNW THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 38" 9� 2 8-16d 8-16d 6076 1755i 2105 1650 1900 ARTJ"x12 COUPLER NUT 2065 1, 36, 84, 122 FOUNDATION. BUILDINGS AND STRUCTURES DOUG—FIR LARCH SO. PINE ALLOWABLE LOADS STU 8"— CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT LATERAL CODE SIMPSON DEEMED TO COMPLY WITH THE REQUIREMENTS OF MODEL AVG UPLIFT (133/160) REF. NO GA ULT. THIS SECTION. TO RAFTERS TO PLATES TO STUDS (133) (160) F TAKE—UP WASHER Fz 16o R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4—SDS}"x1}" 4—SDSJ"x3" 1523 435 435 1165 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE USE A MINIMUM OF MTS16 SP4 TWO 8d NAILS THIS CNW— ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SIDE of rRuss. HD2A r MTS16 THESE STANDARDS, THE DESIGN SHALL COMPLY TOTAL FOUR COUPLER NUT SP4 WITH THE BUILDING CODE OF NEW YORK STATE. /. ® SE A MINIMUM OF 8d NAILS TWO Sd NAILS THIS STU '- INTO TRUSS. SIDE OF TRUSS. SIMPSON LSTA21 SIMPSON ' ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL °°TOTAL FOUR /. TAKE—UP WASHER TO NAILS Strong—Tie (WFCM) LSTA21 2) AISI STANDARD FOR COLD-FORMED STEEL Nro TRuss. HUS210-2 FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND S6 ® CONSTRUCTION OF LOG STRUCTURES (ICC400) TWO ° F1 REV: 8 AILS PLAOTES °®o o TWO ° EIGHT '0 8d NAILS 8d NAILS o INTO INTO D DETAIL "A" STUD Simpson Strong—Tie PLATES °m° 'O PROJECT: H7 EIGHT 00 NAILS INTO DETAIL "D" DETAIL "G"' DETAIL IN ° STUD Simpson Strongi—Tie T E I N ,IY■U L L E R H7 Simpson Strong—Tie •°°°°' ROD SYSTEM DETAIL "L" LFTA LFTA BP RESIDENCE LFTA ° °°°°D° Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 1175 SHORE ROAD 1' 0"OFF FACTORS DEEP POOL x 4' DAALT =12.58 ROOF per vertical ft. GREENPORT, NEVI/ YORK NOTE: 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-47.-02-24 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 � DRAWING TITLE: ROOF AREA = 1400 sq/ft = The Entire House ROOF AREA = 529 sq/ft = The New Addition SIMPSON WINDLOAD LTP4 U = AxRxc U = AxRxc CHARTS & CALCULATIONS LTP4 A = 1400 sq/ft A = 529 sq/ft R = 2" RAINFALL = .17 ft R = 2" RAINFALL = .17 ft / STRONG-TIE DETAILS /I DETAIL "c" 1st FLOOR 2"IiTHROUGH ROOF I 4" THROUGH ROOF 1st FLOOR C - COEFF, - 1,0 C - COEFF. - 1.0 PLUMBING DIAGRAM 3 Simpson Strong—Tie 3 3 V = 1400 x 1 x .166667 = 233.34 C.F. V = 529 x 1 x .166667 = 88.16 C.F. AND Floor—to—Floor Connections 2•' LTP4 DETAIL "B Ridge Strapping NEW ROOF RUN-OFF CALC. LTP4 KITCHEN LAUNDRY 2.. 2" 2 ' 233.34 / 42.25 VERTICAL FT. / FT = 5.5 V.F. 88.16 / 42.25 VERTICAL FT. / FT = 2.08 V.F. QV Detail tD " ROOM 2 . 3• ER GUEST 3" NE6NMASTER USE (3)8' DIA. POOL 2'-0" DEEP = 6 U.F. USE (1)8' DIA. POOL 2'-0 DEEP =2 V.F. NOTES: PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Simpson Strong-Tie 2 ATHROOM 2BATHRooM2' OR ORDESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Floor-to-Floor Connections PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1 9t FLOOR FLOOR 3 2 2" 3' 2 233.34 / 22.3 VERTICAL FT. / FT = 10.46 V.F. 88.16 / 22.3 VERTICAL FT, / FT = 3.95 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 3 3 3' 3" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED Aiw10UNT CALCULATED FOR EACH CASE. 2.. 2 USE (6)6 DIA. POOL 2 DEEP = 12 V.F. USE (2)6 DIA. POOL 2 DEEP = 4 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 3' 3 C.O 4" F.A. VENT 6" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. . ABOVE GRADE POOLS TO BE PLACED ON OPPOSITE SIDE OF POOLS TO BE PLACED ON OPPOSITE SIDE OF SEAL: DATE: NO SUBSTITUTIONS 3..�.0 c . G.O. 4�.a. .o. 4" Cl S TOEWE SCRWAGA E APSYSTEMPROVED HOUSE AND/OR LEADERS TO BE PIPED TO HOUSE AND/OR LEADERS TO BE PIPED TO FEBRUARY 20, 2025 All framing hardware shown on these plans, HOUSE unless otherwise indicated, is Simpson Strong—Tie. TRAP POOLS (1/2 OF THE ROOF TO DRAIN TO EACH POOLS (1/2 OF THE ROOF TO DRAIN TO EACH PROJECT No: No substitutions are approved or authorized. 1185-2025 CRAWL SPACE FLOOR CRAWL SPACE FLOOR POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC --�-�"--�-- Due to the relationships of framing hardware to � CjF P1t64r'�� DRAWN BY: the other components of the structure, any framing SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), ���` e� co\ ice BDK hardware substitutions will render these plans null and void, and will result in the installer/contractorM1`, ^f CHECKED BY: f`n'. assuming responsibility for the design and ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA NOTE: ADDITION IS LESS THAN 1000 SQ.FT. SHEET NUMBER: PLUMBING RISER DIAGRAM (NTS) performance of the entire system. WHERE TRAFFIC IS TO BE PRESENT. THEREFORE THE ADDITION OF DRY WELLS IS NOT REQUIRED. `sue 051 ' 2 IF A MULTIPLE POOL SYSTEM IS USED AROUND THE '90FESS\�`,� HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: OF ©KEHL•DESIGN-ASSOCIATES, LIf OPTIONAL BENCH DETAIL 301 "x 6 TREX DECKING OR EQUAL (VERIFY WITH OWNER) �M1' .I 2x4 ACID CROSS MEMBER 12"oc. ,,;/ t��I 2x4 ACID GIRDER 2x8 CEDAR OR MAHOGANY(CUSTOM CUT) KEHL DESIGN ASSOCIATES LLC a(3)2xlO J"x 6" TREX DECKING OR EQUAL (VERIFY WITH OWNER)2x10 ACQ FLOOR JOISTS @12"oc. �-a '2 4" -2%" V 0" residential & commercial design ® consulting GALV CARR. BOLTS4x4 MAHOGANY POST 24"x 24"x 8" CONIC. FTCGALV CARR. BO (MIN. 3'-0" BELOW FINAL GRADE) .Box 1675 phone: (631)433-9084 IRDER (3)2z10 ACQ GIRDER _ 3 2x10 ACQ GIRDER _ � 3 2x10 ACQ GIRDER _ Southold,New York 11971 E-Mail: ssbn654@optonline.net SIMPSON GIRDER ANCHOR 8" CONIC. FILLED SONA TUBE Kehl Design Associates,LLC o formerly D A K Associates,LLC 24"x 24"z 8" CONC. FTG. OWNERSHIP & USE OF DOCUMENTS: (MIN. 3'-0" BELOW)FINAL GRADE) #4 REBIAR STIRRUP These drawings and specifications including the (4)#4 E.W. (EQUALLY SPACED) ideas, design and arrangements represented therein, are the property of KEHL DESIGN ® ® ® ASSOCIATES, LLC. No part thereof shall be DECK DETAIL 6 _� copied, disclosed to others or used in connection '-2�" " - - o with any work or project other than for which g _ o they have been prepared without written consent. SCALE: 1/4"= 1'-0" 27'-9" 18'-V' 11" Q Q NEW DECK Q 0 0 N N o © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 301 2x10 ACQ House Girder I 301 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT F — _- — -- — — —❑ — — — �— — — — I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED Al A � I � — — I — — EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I � I 17- Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such 1 as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 28'-2N N I 1 4" PC.Z New Foundation to be 1 1 Pitch Floor I I WORK NOTES: Pinned to the Existing 1 Foundation with #5 rebor I x8"x 1 " NEWCRAWL I R301 DESIGN CRITERIA AS PER THE r - - - - - - - 4 - - - - - - - - - - - - - - - - -- — — — — — — — — — — — — — — — —� — — — - - - - _ - - -- - - - - - - - - - - _ - - - - - - - - I o Flue Drain o 1 I 2020 RESIDENTIAL CODES OF — — Y L1 SPACE NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, 0 2T L I 1 AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD I I I I I I N Pitch Floor I;t< �--2¢" I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, a 11= I- SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS _ I PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 14 21 "x 91" � r � I (2)1 "x 92" LVL Girder I �-, N N N N LVL Girder 1 I I N WITH THE PROVISIONS OF THIS CODE SHALL RESULT I - I I I I 3 _ I ❑ —�J I IN A SYSTEM THAT PROVIDES A COMPLETE LOAD I I I I I I Z w �� _4"1 t— — — —� I I PATH THAT MEETS THE REQUIREMENTS FOR THE I I N EX. CRAWL SPACE EX, CRAWL SPACE I I I EX. CRAWL SPACE a N EX. CRAWL SPACE " I I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN C C I Nyl THROUGH THE LOAD-RESISTING ELEMENTS TO THE I " M FOUNDATION. BUILDINGS AND STRUCTURES 1 " w " _ w " " W W W I o 1'{4" I 1Q CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Z 8"x8"x 12" I _ _ DEEMED TO COMPLY WITH THE REQUIREMENTS OF Flue Drain ® II I THIS SECTION. I I I I I B 1 ❑ ~` H LVL Flu •.I N R301.1.1 ALTERNATE PROVISIONS Pitch Floor �, Pitch Floor M 4 301 o B AS AN ALTERNATIVE TO THE REQUIREMENTS IN Existing Girder System - Existing Girder stem _ _ Existing Girder item _ - - 1 I _ Existin it tern _ xistinq irder tem _ _ xi tin it er system - I 4" PC, Slab I I 0 301 o SECTION R301.1 THE FOLLOWING STANDARDS ARE I I I I I I PERMITTED SUBJECT TO THE LIMITATIONS OF THE I I I I I o Q I 1 x THIS CODE AND THE LIMITATIONS HEREIN. WHERE I I I I I I U 3 NEW CRAWL SPACE o 3 Nevi 1 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 3 LVL Flu m.I THESE STANDARDS, THE DESIGN SHALL COMPLY 0 0 0 0 Z Z Z Z N WITH THE BUILDING CODE OF NEW YORK STATE. I I I 1131� 0 I I � � � I I I I •a � � New Foundation to be ® ® Pinned to the Existing o Foundation with #5 rebor 1 Z " 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ` o y EX, CRAWL SPACE 0 2)(AISIMSTANDARD FOR COLD-FORMED STEEL s T N I I I EX. CRAWL SPACE I — — 17'-4" 1 FRAMING — PRESCRIPTIVE METHOD FOR ONE- - — " co - - -—�- - - - - - - - - - — AND TWO FAMILY DWELLINGS (AISI—S230) I EX. CRAWL SPACE EX. CRAWL SPACE I 1 I I I 3) ICC STANDARDS ON THE DESIGN AND ELI w CONSTRUCTION OF LOG STRUCTURES (ICC400 )- -d- - - - - - - 2-6 ACQ�House Girder REV: Humidex C' I I I I I I I Imo � L - - - - - -- - — --- - - — — — — — — — — — — — I I L - - - - - ----- - - - - - - - - - - - - - - - - - - — — — — — — — — � I I 1 6 Gi er n U - - - - - - - -- - - - - - - - - - - - - - - ---� - - - - - - - - - - - - -J - - L_ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - �— — �l - - - - - o *_ I 6x6 ACQ Post PROJECT: cV, p ° ❑- l STEINI�IULLER 28- EXISTING FOUNDATION PLAN- RESIDENCE 13'-'" I 1175 SHORE ROAD SCALE: 1/4" = 1'4" ' I 3G1 301 F1 GREENPORT, NEW YORK VERIFY DIFFERENCES IN FOUNDATION HEIGHTS 301 SCTM# 1000-47.-02-24 TO INSURE THE TOP OF NEW SUBFLOOR WILL DRAWINGl LE: MATCH THE EXISTING SUBFL CENTER OOR HEIGHT. R OF PORCH 28'-2 18,-0, 11" ADDITION EXISTING FIRST FLOOR PLAN 6'-2/2 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE _ NEW FOUNDATION PLAN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL OE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR w O SCALE: 1/4"= 1'-0" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT = W FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Z = �❑ EXISTING WALLS SEAL: DATE: O z Q _O FEBRUARY 20, 2025 I- PROJECT NO: Q z n NEW WALLS \ 1 185-2025 z ��-U� 10 DRAWN BY: O PROVIDE HURRICANE STRAPPING `�> ' UN,U t LL -- � �.� � O IN ACCORDANCE WITH THE ` BDK / G O F - 2020 RESIDENTIAL CODE OF r,�. ,k CHECKED BY: ... �. J L___———_ WALL TO BE REMOVED NEW YORK STATE SHEET NUMBER: ALL HEADERS ARE TO BE {; " (2)l4"X 9Y" LVL UNLESS 05 F814 OTHERWISE NOTED UrtSS���P\ Al 01 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 FOUNDATION HEIGHT PLAN RESIDENTIAL CODE OF SCALE: 1"= 1'-0" NEW YORK, STATE ©KEHL-DESIGN"ASSOCIATES, u.c I r„ ro x/Ro? /Za/ IXA//K OPTIONAL BENCH DETAIL 301 � i - , 6'-2Y2' 4"x 6" TREX DECKING OR EQUAL (VERIFY WITH OMER) — 2x4 ACQ CROSS MEMBER 12"oc. 27'-9" 18'-5r2 KEHL DESIGN ASSOCIATES LLC 2x4 ACQ GIRDER 2A CEDAR OR MAHOGANY(CUSTOM CUT) 7'-2" 15'-3" '-4" 1'-0" '-2 4"— —8'-2 4' 1'_0• residential & commercial design o consulting "x 6" TREX DECKING OR EQUAL (VERIFY WITH OWNER) 2x10 ACQ FLOOR JOISTS @12"oc. a GALV CARR. BOLTS— Southold,New York 11971 E Mail:phone: PD.Box 1675 hone: 631 433-9084 4x4 MAHOGANY POST _ (3 2x10 ACQ GIRDER (3 2x10 ACQ GIRDER o ' GALV CARR. BO — (3)2x10 AC';Q GIRDER (3)2x10 ACQ GIRDER I I Kehl Design Associates,LLC o formerly D A K Associates,LLC SIMPSON GIRDER ANCHOR— 8" CONC. FILLED SONIA TUBE OWNERSHIP & USE OF DOCUMENTS: 24"x 24"x 8" CONIC. FTG. (MIN. 3'-0" BELOW FINAL GRADE) These drawings and specifications including the o 0 0 o ideas, design and arrangements represented #4 STIRRUP I I •n therein, are the property of KEHL DESIGN (4)�4 E.W. (EQUUALLYALLY SPACED) D c� ASSOCIATES, LLC. No part thereof shall be DECK DETAIL 301 - N h copied, disclosed to others or used in connection o with any work or project other than for which SCALE: 1/4" = 1'-0" -2 they have been prepared without written consent. I I Q Q a I I CV X X N © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ADDITION PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL -3Y' 7'-10' '-4" COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE I 301 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. C235 Relocated PS61611L C I l 301 0 I I EC:N Acceptance of these drawings does not authorize the right to Z� build without the authorization of local governing agencies, such I as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, D E F01 2 -2� 301 and requirements with such agencies prior to construction. 38' I 1 I NEW 3 — — w� — DINING ZN WORK NOTES: f 3 ROOM R301 DESIGN CRITERIA AS PER THE NEW NEW 3'-6" NEW "' 2020 RESIDENTIAL CODES OF 046 A21v KITCHEN NEW YORK STATE 1 "- '-4" 2' 6Y" Z Access 3 H/W � To Crawl R301.1 APPLICATION BUILDINGS AND STRUCTURES, Htr. o o AND PARTS THEREOF SHALL BE CONSTRUCTED TO Li /Space CLOI,ET SAFELY SUPPORT ALL LOADS, INCLUDING DEAD OR LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTING EXISTING _ _ _ EXISTING EXISTING NEW COUNTER EXISTING EXISTING BATH KITCHEN I CL. BATH s LAUNDRY AR SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS w EXISTING o r 3 ROOM Y" M PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE BEDROOM CL. BEDROOM ' 3 m _ � WITH THE PROVISIONS OF THIS CODE SHALL RESULT ` N IN A SYSTEM THAT PROVIDES A COMPLETE LOAD �.0 CO p ZCZCLOSET PATH THAT MEETS THE REQUIREMENTS FOR THE 161 2068 286 68 3� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN Li THROUGH THE LOAD-RESISTING ELEMENTS TO THE I I Bottom of header 7 FOUNDATION. BUILDINGS AND STRUCTURES Co EXISTING NEW HALL to be 38" above 2'-3" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE HALL subfloor 5y` TOY" DEEMED TO COMPLY WITH THE REQUIREMENTS OF I I THIS SECTION. 2668 --------'— 2868 —NEW RELOCATED R301.1.1 ALTERNATE PROVISIONS �-2'4 2' 0'— J B AS AN ALTERNATIVE TO THE REQUIREMENTS IN ' Cn LIVING o AS I 301 SECTION R301.1 THE FOLLOWING STANDARDS ARE N N o o, _I FIRERL4CE --I — NEW AC UNIT o o ROOM 1'-9 "- PERMITTED SUBJECT TO THE LIMITATIONS OF THE TO BE ADDED r7 THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH HEATING _ SYSTEM THESE STANDARDS, THE DESIGN SHALL COMPLY I < WITH THE BUILDING CODE OF NEW YORK STATE. EXISTING _0" UJ T_lI" 0Y"; LIVING o 0 1) AWC WOOD FRAMED CONSTRUCTION MANUAL EXISTING EXIST NG ROOM — Q EXISTING U o 3wM - - — )(WFCM) FIRE, ACE — Z� 2 AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- MASTER BEDROOM o 17-6 N AND TWO FAMILY DWELLINGS (AISI-S230) BEDROOM NEW - - 3) ICC STANDARDS ON THE DESIGN AND N W 10'-2" 3068 44 ACQ Post NEW 3" SM NEW CONSTRUCTION OF LOG STRUCTURES (ICC400) 3046 3046 REV: MASTER 1`2'_ Z �_ EXISTING ATH OOM �; N J All Posts to be �L, v Wrapped in 1x Azek or Equal 7'-3 (2)1 "x5l� I 301 J. I I VIL Hdr. --------- --- ----------- -------- NEW NEW NEW Humidex :3046 A21v 3046 Unit Vent 6x6 ACQ Post O 4x4 ACQ Post PROJECT: 5r8 4" If Handrail is Required I D I I L F 10• it is to be Installed S T E M M U L L E R 28'-2Y" I 301 I I 01 1 II I as per the 2020 k1'_1• Residential Code of New York State i i RESIDENCE 1175 SHORE ROAD EXISTING FIRST FLOOR PLAN- -a" - '-�" 7'-7y2' -„• '-7r 7'- " GREENPORT, NEW YORK SCALE:: 1/4"= V-0" CENTER OF PORCH 28'-z>z 18,-0" SCTM# 1000-47.-02-24 ADDITION 6'-2'z DRAWING TITLE: NEW FIRST FLOOR PLAN FIRST FLOOR NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ANDERSEN WINDOW SCHEDULE ROUGH OPENINGS (SET @ C ' - 10 2' ") TO MATCH DOORS) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. #1 400 AWNING ATTIC AW251v 2'-4 "x 2'-4 " 2'-48"x 2'-4$" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SCALE: 1/4" = 1'-0" SEAL: DATE: #2 400 D.H. TILT WASH FIRST FLOOR TW3046 3'-1 % 4'-8g" 3'-2 % 4'-8 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING FEBRUARY#3 400 D.H. TILT WASH FIRST FLOOR TW2432 2'-5 "x 3'-4 " 2'-6A"x 3'-4 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING; 20, 2025 #4 CUSTOM D.H. TILT WASH FIRST FLOOR TW2842 VERIFY IN FIELD VERIFY IN FIELD WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING EXISTING WALLS PROJEECTCTO:N0: 1#11 400 CASEMENT FIRST FLOOR C235 4'-0"x 3'-4 4'-0 "x 3'-5 WHITE IFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING — dh f'�� 1 185-2025 VER 6 400 AWNING FIRST FLOOR AW2v 2'-OA"x 2'-0A" 2'-0 "x 2'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING �� *�'� DRAWN BY: NEW WALLS PROVIDE ACCORDANCEEWTH THE G S O��\. I. CO ,c> BDK 2020 RESIDENTIAL CODE OF i.- j "o 'F CHECKED BY: NEW YORK STATE FIRST FLOOR EXTERIOR DOORS ; F-------� SHEET NUMBER: L_______� WALL TO BE REMOVED ALL HEADERS ARE To BE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING (2)1OTH 9WI LVL UNLESS J 68 Al 0 2 DOOR NUMBER MANF. DOOR SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH OPENINGS WxH COLOR REMARKS OTHERWISE NOTED ��� SSIOI`! �``�` #1 THERMA TRU T.B.D. T.B.D. FIRST FLOOR 3068 3 -4 x 6 -11 3'-2 "x 6'-10 " T.B.D. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERINCG �N' 2 ANDERSEN 400 P'ERMASHEILD FIRST FLOOR EX. SLIDER V.I.F. V.I.F. WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERINCG NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ©KEHL-DESIGN'ASSOCIATES, LLC FASCIA FASCIA . s'-2Y" I I Q Y 27_9 , � I i � KEHL DESIGN ASSO CIATES,OCIATES LLC 1 residential & commercial design e consulting 15-3° '-4" 1'-0" '-2� '-2� 1'-0" I I ' I I PC,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net I I 1 1 —Kehl Design Associates,LLC o formerly D A K Associates,LLC . I 1 OWNERSHIP & USE OF DOCUMENTS: 1 I These drawings and specifications including the ideas, design and arrangements represented RIDGE RIDGE Q therein, are the property of KEHL DESIGN D ASSOCIATES, LLC. No part thereof shall be 1 o I copied, disclosed to others or used in connection 1 with ha e been prepared t other than i for without written which they consent. I 1 I I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 1 I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE GF GF 1 I SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT Relocated PS61611L I I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 301 NEW C I 1 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 301 1 W I GFI GFI I ODWI 1 1 Acceptance of these drawings does not authorize the right to Z build without the authorization of local governing agencies, such_ _ — — — — — — — — — — — — — — — — — — — as Suffolk County Dept. of Health Services, Town Building F N M Departments, DEC, FEMA, etc. Verify all conditions, codes, D E D1 GF FASCIA FASCIA and requirements with such agencies prior to construction, 301 ,;y 301 NEW ME z� DINING WORK NOTES: ROOM N R301 DESIGN CRITERIA AS PER THE NEW ZW ® NEW ® 3046 ® M EXISTING ROOF PLAN 2020 RESIDENTIAL CODES OF KITGIEN w� NEW YORK STATE Z� O GFI N SCALE: 1/4"= 1'-O" R301.1 APPLICATION BUILDINGS AND STRUCTURES, I I N ® Access ® o ® ® Li To Crawl co CLOT AND PARTS THEREOF SHALL BE CONSTRUCTED TO > Space 8 O � o SAFELY SUPPORT ALL LOADS, INCLUDING DEAD EXISTING FAN NEW COUN ER REF ® ® ® SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTING OL• YER GFI LAUNDRY AR y^ RAKE RAKE PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF w EXISTING ROOM THE BUILDINGS AND STRUCTURES IN ACCORDANCE BEDROOM GFI - WITH THE PROVISIONS OF THIS CODE SHALL RESULT — — — — — — — - - — — — — — — — — — — — — IN A SYSTEM THAT PROVIDES A COMPLETE LOAD ® ®� CLOSET 1 PATH THAT MEETS THE REQUIREMENTS FOR THE C EZ � o 2068 286 a FI 068 W� N ( I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE S E CIO S"�E® EXISTING ® NEW HALL ® CET ® I I I FOUNDATION. BUILDINGS AND STRUCTURES CET R N HALL I I I 1 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A/C GFI 2668 2868 DISCONNECT NEW RELGASTED F I B 1 I AS AN1A ALTERNATIVE NATE TOOTHEONS REQUIREMENTS IN 0 s E a S LIVING o 301 1 . N o CET ® ® FIREPLACE SECTION R301.1 THE FOLLOWING STANDARDS ARE NEW AC UNIT C ET o ROOM TV I I PERMITTED SUBJECT TO THE LIMITATIONS OF THE TO BE ADDED o® ® THIS CODE AND THE LIMITATIONS HEREIN. WHERE TO THE HEATING FASCIA FASCIA ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SYSTEM S E 1 THESE STANDARDS, THE DESIGN SHALL COMPLY CET — — — — — — — — — — — — — — — — — — — — — — — — — J i WITH THE BUILDING CODE OF NEW YORK STATE. LU > o I ® ® ® I 1 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) EXISTING Z I I 2) AISI STANDARD FOR COLD—FORMED STEEL BEDROOM o I 1 FRAMING — PRESCRIPTIVE METHOD FOR ONE— ® N I AND TWO FAMILY DWELLINGS (AISI—S230) TV NEW I I 3) ICC STANDARDS ON THE DESIGN AND ® ® FAN ® ® 3068 GFI 30 6 3046 NEW3" SM I ¢ CONSTRUCTION OF LOG STRUCTURES (ICC400) tn NEW I lF� REV: -GFI —� MASTER ® All Posts to be I w l � ® BATHR00 Wrapped in Ix o I Azek or Equal NEW NEW NEW Humidex I PROJECT: 3046 A21v 3046 Unit Vent I STEINMULLER If Handrail is Required I RIDGE RIDGE RIDGE D1 E F it is to be Installed R E S I D E I41 C E 3C71 . 301 301 II as per the 2020 I k1'_1•� Residential Code of New York State I 1175 SHORE ROAD -o" '-,V2 '-7r2 7'-�" G R E E N P O RT, NEW YORK 6 "CENTER OFPORCH I Al I 28'- ADDITION 1 �`` I SCTM# 1000-47.-02-24 s'-z i I DRAWING TITLE: - - - - - - - - - - NEW REFLECTIVE FIRST I W I 1 RfE RAKE FLOOR PLAN i I AND ROOF PLANS NOTES: L — — — — — — — — — — — — — — — J THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FASGA FASCIA RAKE RAKE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR REFLECTIVE CEILING PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4" = 1'-0" AL: DATE: + WALL MOUNTED LIGHT OUTLET 110V OUTLET FEBRUARY 20, 2025 (� NEW ROOF PLAN PROJECT 18 EXISTING WALLS 41 HANGING LIGHT OUTLET �H TV 110V OUTLET FOR TV 1 185-2025 SURFACE MOUNTED CEILING H DRAWN BY: p 110V OUTLET GFI PROTECTED PROVIDE HURRICANE STRAPPII,G OF Pd � LIGHT OR 6" RECESSED LIGHTS GFI SCALE: 1/4"= 1'-0' IN ACCORDANCE WITH THE ��^�� r y BDK NEW WALLS 2020 RESIDENTIAL CODE OF MCA J. Oj� o CHECKED BY: :.- 110V OUTLET REFRIGERATOR EXISTING WALLS ® 4" RECESSED LIGHTS OREF NEW YORK STATE �y . fir .. LED SECURITY LIGHTS 110V OUTLET STOVE j"' .'a'',k`?', I SHEET NUMBER: F WALL TO BE REMOVED STOVE ALL HEADERS ARE TO BE c ❑F SURFACE MOUNTED CEILING FAN 220V OUTLET DRYER (2)13/"X 9%" LVL UNLESS DRYER NEW WALLS OTHERWrSE NOTED Al 0 3 CO 0 j ^ . S 0 COMBINATION SMOKE AND ,o,,, ��P `�.��' FAN BATHROOM EXHAUST FAN C�T CO DETECTOR _______ NOTE: PROVIDE FIRE BREAKS ��A SIO SUPPLY AIR F � FROM HVAC UNIT IN CEILING L——————— WALL TO BE REMOVED AS PER DOB NUMBER: OF THE 2020 ® SUPPLY AIR RESIDENTIAL CODE OF FROM HVAC UNIT IN CEILING NEW YORK STATE ©KEHL-DESIGN•ASSOCIATES, LLc AAO x,. PROVIDE HURRICANE STRAPPING �/�I��� -` 'i ]� •. \ �, ', �=f/ OPTIONAL DECORATIVE IN ACCORDANCE WITH THE / �-- -- , REVERSE GABLE TO BE 2o2oNEWIDYORKI STAooE of TE INSTALLED (VERIFY WITH OWNER) ALL HEADERS ARE To BE KEHL DESIGN ASSOCIATES LLC - - 11-0 (2)1/'X 9�' LUL UNLESS residential & commercial design o consulting OTHERWISE NOTED ]ME NOTE: PROVIDE FIRE BREAKS PO.Box 1675 phone: (6311 433-9084 AS PER Southold,New York 11971 E Mail: ssbn654@optonline.net 1'-0'T THE 2020 --- RESIDENTIAL CODE OF o � o NEW YORK STATE _ Kehl Design Associates,LLC o formerly D A K Associates,LLC a h OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented — therein, are the property of KEHL DESIGN 6 \ ASSOCIATES, LLC. No part thereof shall be #2 #2 #2 #2 n copied, disclosed to others or used in connection W 51 with any work or project other than for which they have been prepared without written consent. 0 0 TW3046 I I I TW3046 Hill I I TW3046 0 ---- - -- © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 13 18'-2" ADDITIOtI 1a a ib 10.2' SIDE YARD SIDE YARD Acceptance of these drawings does not authorize the right to WEST ELEVATION build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building SCALE: 1/4"= 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD _ PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN I THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF o S THIS SECTION. o S R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE 4 1 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH #2 #2 #4 #4 ® THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. NOTE:THE FRONT OF ALL HOUSES TW2842 TW2842 TW2842 0 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ARE IN A STRAIGHT LINE WITHIN 300' TW3046 TW3046 0 (wFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: 30'-$�" SOUTH ELEVATION 69.0' +/ EXISTING FRONT YARD SCALE: 1/4"= 1'-0" PROJECT: STEINMULLER RESIDENCE 1175 SHORE ROAD II 1 GREENPORT, NEW YORK HIM 1 SCTM# 1000-47.-02-24 #1 DRAWING TITLE: LILU ELEVATIONS I !I E'J AS NOTED I I I Ll NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL #6 Ex. Ex. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE FIRA 1 #2 A41 v A41 v DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR __ UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TE JIEFORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LJ :1TW3046 SEAL: DATE: FEBRUARY 20, 2025 TIE PROJECT NO: 1185-2025 FWG 068 ��0 r f��� DRAWN BY: J. C0 ��2� BDK 77 CHECKED BY: �NI�t1� Tel. SHEET NUMBER: EAST ELEVATION NORTH ELEVATION 'w SCALE: 1/4"= 1'-O" SCALE: 114"= 1'-0" A201 DOB NUMBER: OF ©KEHL-DESIGN-ASSOCIATES, LLc 2X8 RIDGE BEAM //' ARCHITECTURAL GRADE ROOF SHINGLE ;:;, .r / 1, ;'.., ASPHALT ROOF TO MATCH EXISTING ;'' RIDGE VENT RIDGE VENT / ✓' ICE & WATERSHEILD 15# FELT ON 7/16" SHEATHING ON COX EKT. ROOF SHEATHING HURRICANE STRAPPING 2x6 ROOF RAFTERS 16"oc. FLASHING 2r6-16"oc. RAFTERS l � PROVIDE HURRICANE 2x4-16"oc. VERTICAL SUPPORT _ _ _ STRAPPING ATTACHED KEHL DESIGN ASSOCIATES I- - - - - -�- TO GIRDER AND WRAPPING LLC NEW 2x6 CEILING JOISTS OVER THE RAFTERS AND THE ©16"oc. residential & commercial design ® consulting �lzo 3068 4z4 ACQ Post 6" FASCIA ' CEILING JOISTS 2x6 ACQ se Girder Ln-o 132 d J All Posts to be 2x PACKING TO BE P0.Box 1675 phone: 16311433 9084 6"RAKE Humidex I a N -l N> Wra ed in 1x COVERED WITH AZEK Southold,New York 11971 E-Mail. ssbn654@optonline.net pp 'x 6' AZEK OR EQUAL OR EQUAL. N Azek or Equal 12" VENTED SOFFIT(SEE DETAIL) - (2)1 "x5:" BEADED SOFFIT VENT 2-14"x5 " LVL GIRDER 6 GI er i Kehl Design Associates,LLC o formerly D A K Associates,LLC DOUBLE 2x6 PLATE -l 2x6-16" oc WALL STUDS - - 6z6 All Post Humidex 6x6 P.T POST WRAPPED OWNERSHIP & USE OF DOCUMENTS: o Unit Vent 6x6 ACQ Post " COX SHEATHING N o W/ J"x (FINISH PER ' O 44 ACQ Post CONTRACT TYP These drawings and specifications includingthe BLUESKIN HOUSEWRAP ) ( ) ideas, design and arrangements represented HARDI PLANK SIDING(6" EXP) POST BASE SIMPSON a _ 3 If Handrail is Required therein, are the property of KEHL DESIGN 5/" ty" Y - FIRE BLOCKING I 5 I a 4 - s It Is to be Installed 6x6 (INSTALL PER MANUF ASSOCIATES, LLC. No part thereof shall be O as per the 2020 SPECS) W/ 1/2" DIA x 8" copied, disclosed to others or used in connection L__ L �k1'-1" Residential Code GALV ANCHOR BOLT with any work or project other than for which -�� of New York State 8" SONA TUBE FILLED 29 3 they have been prepared without written consent. LEL-1 '- " WITH CONC. SIMPSON 6X6 POST BASE ANCHOR J"x18" ANCHOR BOLT #4 STIRRUP 18"WIDE x 18 WIDE x © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8" THICK CONC. FTG. MIN. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 3'-0"BELOW FINAL GRADE COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4"PC. SLAB (3)#4 REBAR E.W. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE Fitch Floor � Pitch Floor Pitch Floor Pitch floor FRONT PORCH EQUALLY SPACED SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED Flue"Dra ni Flue"Dra n FOUNDATION PLAN- FRONT PORCH PLAN FRONT PORCH PLAN EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SCALE: 1/4"= 1'-0" Acceptance of these drawings does not authorize the right to C'.'#* ROSS rk`� SCALE: 1/4"= V-0" SCALE: 1/4" = V-0" build without the authorization of local governing agencies, such (SEEPAGE Al 01 FOR LOCATION) SEE PAGE A102 FOR LOCATION) (SEE PAGE A101 & A102 FOR LOCATION) as Suffolk County Dept. of Health Services, Town Building SCALE: 1/4" = V-0" 0 1 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: RIDGE VENT ARCHITECTURAL GRADE ROOF SHINGLE RIDGE VENT ARCHITECTURAL GRADE ROOF SHINGLE R301 DESIGN CRITERIA AS PER THE 1�X9�"LVL RIDGE ICE & WATERSHEILD I X92" LVL RIDGE ICE & WATERSHEILD 2020 RESIDENTIAL CODES OF 26-16"oc. CEILING JOIST 2x6-16"oc. CEILING JOIST NEW YORK STATE 8" COX EXT. ROOF SHEATHING COX EXT. ROOF SHEATHING R301.1 APPLICATION BUILDINGS AND STRUCTURES, 26-16"oc. RAFTERS 26-16"oc. RAFTERS AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY AL2x4-16"oc. VERTICAL SUPPORT LOADS, LIVEPRT LOOADS L ROOF DLOADS L EAD FLOOD D 2z4-16"oc. VERTICAL SUPPORT LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF o ATTIC ATTIC o THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT -713�s" IN A SYSTEM THAT PROVIDES A COMPLETE LOAD R-30INSULATION R-30INSULATION PATH THAT MEETS THE REQUIREMENTS FOR THE 26-16"oc. CEILING JOIST HURRICANE STRAPPING HURRICANE STRAPPING TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE 2x - " cCEILING I 6` FASCIA 2x8-16"oc. CEILING J•ST• • FOUNDATION. BUILDINGS AND STRUCTURES 6" FASCIA CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE R-30 INSULATION R-30 INSULATION R-30 INSULATION R-30 INSULATION COX GUSSET PLATE 12 VENTED SOFFIT(SEE DETAIL) COX GUSSET PLATE 12" VENTED SOFFIT(SEE DETAIL) DEEMED TO COMPLY WITH THE REQUIREMENTS OF DOUBLE 2x6 PLATE DOUBLE 2z6 PLATE THIS SECTION. 26-16" oc WALL STUDS 26-16" oc WALL STUDS R301.1.1 ALTERNATE PROVISIONS J" COX SHEATHING J" COX SHEATHING AS AN ALTERNATIVE TO THE REQUIREMENTS IN NEW LIVING ROOM BLUESKIN HOUSEWRAP BLUESKIN HOUSEWRAP SECTION R301.1 THE FOLLOWING STANDARDS ARE HARDI-PLANK SIDING (6" EXP) R-21 INSULATION PERMITTED SUBJECT TO THE LIMITATIONS OF THE HARDI-PLANK SIDING (6" EXP) THIS CODE AND THE LIMITATIONS HEREIN. WHERE R-21 INSULATION R-21 INSULATION FIRE BLOCKING R-21 INSULATION NEW KITCHEN NEW DININGROOM FIRE BLOCKING ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY R-301NSULATION R-30INSULATION WITH THE BUILDING CODE OF NEW YORK STATE. MATCH EXISTING SUBFLOOR OR MATCH EXISTING SUBFLOOR OR VERIFY HEIGHT VERIFY HEIGHT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL TJl11ox9j" FLOOR JOISTS 2x6 PLATE TJI110x9j" FLOOR X ISTSL " b-tkM (WFCM) 2x6 PLATE 2) AISI STANDARD FOR COLD-FORMED STEEL 9 RIMJOIST 9J" RIMJOIST FRAMING - PRESCRIPTIVE METHOD FOR ONE- (2)14"x 9�" LVL GIRDER (2)1q"x 9J" LVL GIRDER 2x6 CCA SILL 2x6 CCA SILL PROVIDE HURRICANE STRAPPING AND TWO FAMILY DWELLINGS (AISI-S230) TERMITE SHIELD - SILL SEAL TERMITE SHIELD - SILL SEAL 3 ICC STANDARDS ON THE DESIGN AND x18" ANCHOR BOLTS MAX. 32"oc. IN ACCORDANCE WITH THE ) #4 HORIZONTAL REBAR 2'-O"oc. J%18" ANCHOR BOLTS MAX. 32"oc. #4 HORIZONTAL REBAR 2'-O'oc. 14 HORIZONTAL REBAR 2'-0"oc. _ ROOFING 2020 RESIDENTIAL CODE OF CONSTRUCTION OF LOG STRUCTURES (ICC400) DAMP P 4" PC. SLAB " PC. SLAB NEW 8" P. C. FOUNDATION WALL NEW YORK STATE' "4" PC. SLAB NEW 8" P. C. FOUNDATION WALL . .#4 VERTICAL REBAR 4-0oc. #4 VERTICAL REBAR 4'-O"oc. REV: NEW 20"x 8' P.C. FOOTING ALL HEADERS ARE TO BE (MIN. 3'-0" BELOW FINAL GRADE) NEW 20"x P.C. FOOTING (MIN. 3'-0' BELOW FINAL GRADE) (2)1%"X 9%" LVL UNLESS (3)#4 REBAR E.W. EQUALLY SPACED (3)#4 REBAR E.W. EQUALLY SPACED OTHERWISE NOTED CROSS SECTION NOTE PROVIDE FIRE BREAKS PROJECT: CROSS SECTION g AS PER fl� C THE 2020 S T E T I� M U L L E R SCALE: 1/4"= V-0" 3 01 SCALE: 1/4"= V-0" 3 01 RESIDENTIAL CODE OF NEW YORK STATE RESIDENCE RIDGE VENT ARCHITECTURAL GRADE ROOF SHINGLE RIDGE VENT ARCHITECTURAL GRADE ROOF SHINIGLE RIDGE VENT ARCHITECTURAL GRADE ROOF SHINGLE 2X8 RIDGE ICE & WATERSHEILD 2X8 RIDGE ICE & WATERRSHEILD 2X8 RIDGE 1175 SHORE ROAD j ICE & WATERSHEILD EX. ° COX EXT. ROOF SHEATHING EX. " COX EXT. ROOF SHEATHING EX. " COX EXT. ROOF SHEATHING G R E E N P O RT, NEW YO R K X. 2x6-16"oc. RAFTERS X. 2x6-16"oc. RAFTERS EX. 2x6-16"oc. RAFTERS SCTM# 1000-47.-02-24 ATTIC ATTIC ATTIC NEW R-30 INSULATION DRAWING TITLE: EXISTING CATHEDRAL CEILING 2X4 WALL 16"oc,� NEW R-49 INSULATION CROSS SECTIONS 2° CATHEDRAL CEILING FURRING R-19 INSULATION R-19 INSULATION R-19 INSULATION R-19 INSULATION R-49 INSULATION AS NOTED NEW 2X6 CATHEDRAL RAF ERS ®16"oc. VVYYVM z - oc. 6" FASCIA x - oc• 6" FASCIA x - oc. 6" FASCIA 12" VENTED SOFFIT(SEE DETAIL) I I I I " VENTED SOFFIT(SEE DETAIL) I 12" VENTED SOFFIT(SEE DETAIL) NTH SE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DOUBLE 2x4 PLATE DOUBLE 2x4 PLATE DOUBLE 2x4 PLATE (- I I I I NEW 2X4 WALL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x4-16" oc WALL STUDS 2x4-16" oc WALL STUDS 2x4-16" oc WALL STUDS III EXISTING I I III R-15 INSULATION- EXISTING INSULATION I EXISTING INSULATION PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EXISTING COX SHEATHING EXISTING COX SHEATHING EXISTING COX SHEATHING FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EXISTING 1 1 1 EXISTING 1 MASTER EXISTING I I EXISTING I NEW III NEW NEW I NEW NEW MASTER ^ DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BLUESKIN HOUSEWRAP NEW MASTER BLUESKIN HOUSEWRAP t BLUESKIN HOUSEWRAP BEDROOM III HALL i BEDROOM HARDI-PLANK SIDING (6" EXP) BATHROOM I I HALL I CL III SHOWER BATHROOM HARDI-PLANK SIDING (6" EXP) LAUNDRY I HALL BEDROOM o HARDI-PLANK SIDING (6" EXP) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT III I I I I I I I ROOM 11 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I I III I II I II R-19 INSULATION R-19 INSULATION III R-19 INSULATION SEAL: DATE: III I II I � II II 1 1 I EXISTING SUBFLOOR I I (EXISTING SUBFL001 I I 1 EXISTING SUBFLOOR FEBRUARY 20, 2025 PROJECT NO: 2x4 PLATE 2x4 PLATE 2x4 PLATE 9" RIMJ01ST 2X8 FLOOR JOISTS 16"oc. 2X8 FLOOR JOISTS 16'oc. 2X8 FLOOR JOISTS 16'oc. 9 RIMJOIST /r r ,.� 1 185-2025 2X8 FLOOR JOISTS 16"oc. 2X8 FLOOR JOUSTS 16"oc. 2X8 FLOOR JOISTS 16"oc. 2X8 FLOOR JOISTS 16"oc. 2X8 FLOOR JOISTS 16"oc. 2X8 FLOOR JOISTS 16"oc. 9f" RIMJOIST � I^ 2x6 CCA SILL 2x6 CCA S LL 2x6 CCA S LL C x�U�f" /f/ DRAWN BY: (2)2X10 GIRDER TERMITE SHIELD - SILL SEAL {2)2X10 GIRDER TERMITE SHIELD - SILL SEAL (2)2X10 GIRDER ` TERMITE SHIELD - SILL SEAL xt 0 BDK rx18" ANCHOR BOLTS MAX. 32"oc. rx18" ANCHOR BOLTS MAX. 32"oc. rxl8" ANCHOR BOLTS MAX. 32"oc. 'r% VU CHECKED BY: DAMP PROOFING - DAMP PROOFING DAMP PROOFING "' 1`,� -L 8"x16" CMU PIER 8"x16" CMU PIER 8"x16" CMU PIER t, EXISTING 8" CMU. FOUNDATION WALL EXISTING 8" CMU. FOUNDATION WALL EXISTING 8" CMU. FOUNDATION WALL r- 2" PC. SLAB 2" PC. SLAB 2" PC. SLAB 2" PC. SLAB 2" PC. SLAB 2" PC. SLAB �� #4 VERTICAL REBAR 4'-0"oc. i� i� 4 VERTICAL REBAR 4'-0"ac. # �� �- #4 VERTICAL REBAR 4'-0"ac. SHEET NUMBER: NEW 20"z 8" P,C. FOOTING t W NEW 20"x 8" P.C. FOOTING NEW 20% 8" P.C. FOOTING � (MIN. 3'-0" BELOW FINAL GRADE) (MIN. 3'-0' BELOW FINAL GRADE) (MIN. 3'-0" BELOW FINAL GRADE) 24"x 24"x 12" P.C. FOOTING 24"x 24"x 12°P.C. FOOTING � 24"x 24"x 12" P.C. FOOTING 4 \�(3)#4 REBAR E.W. EQUALLY SPACED (3)#4 REBAR E.W. EQUALLY SPACED (3)#4 REBAR E.W. EQUALLY SPACED A301 ��;�SSIO ����v CROSS SECTION CROSS SECTION rE--� CROSS SECTION DOB NUMBER: OF DF SCALE: 1/4" = V-0" 3 01 SCALE: 1/4"= V-0" 3 01 SCALE: 114"= V-0" 3 01 0 KEHL•DESIGN•ASSOCIATES, lac