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HomeMy WebLinkAbout52621-Z hO��pF SO(/ryo`o Town of Southold * P.O. Box 1179 04 53095 Main Rd oourm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47057 Date: 05/13/2026 TffiS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 345 Anglers Rd Greenvort, NY 11944 Sec/Block/Lot: 36.-2-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/25/2025 Pursuant to which Building Permit No. 52621 and dated: 01/21/2026 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to include a rear sunroom and deck to an existing single-family dwelling. as applied for. The certificate is issued to: Changalis M&R Irry Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52621 4/27/2026 PLUMBERS CERTIFICATION: A thorizUd Signature �aofsouryO TOWN OF SOUTHOLD BUILDING DEPARTMENT ' •�� 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#: 52621 Date: 01/21/2026 Permission is hereby granted to: Changalis M&R Irry Trt 64 Longcross Rd Limerick, PA 19468 To: construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 345 Anglers Rd, Greenport, NY 11944 SCTM#36.-2-13 Pursuant to application dated 11/25/2025 and approved by the Building Inspector. To expire on 01/21/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $394.00 CO-RESIDENTIAL $100.00 Total $494.00 ------------------------------ Building Inspector oF souTyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N ir'l-E P.O.Box 1179 Southold,New York 11971-0959 OI�COUNTi,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Changalis M&R IRW TRT Address: 345 Anglers Road city: Greenport St: NY zip: 11944 Building Permit#: 52621 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Paul Burns Jr. License No: ME-3897 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator riSurvey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 12 Ceiling Fixtures 2 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 4 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 4 Pucks Lights Dishwasher Mini Fridge 15amp afci/gfi 1 SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. 15amp afci/gfi 2 ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: INCLOSED PORCH Inspector Signature: Date: April 27, 2026 �o�apF SOGIyO� �/ n / 3 4 lln��j'/Gr is # TOWN OF SOUTHOLD BUILDING DEPT. °`y o�►��� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH).- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Xel, DATE `�' 7f a� INSPECTOR �G- �O�aOE SOUlyolo �� (]-I— -- ��� � le r * TOWN OF ISOUTHOLD B IUILSI``N(iG DEPT. F � ,o _ 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ofl INSPECTOR ISOUTyOIo --- ra�a� # TOWN OF SOUTHOLD BUILDING DEPT. Own 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/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: DATE d INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer April 14,2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Changalis MAY 1 2 2026 345 Anglers Rd Greenport,N.Y. 11944 District-1000, Section-36. Block-2 Lot-13 Building Permit Number—52621 Inspection—Framing On April 12,2026, I inspected the construction at the noted location. The inspection covered the framing for the addition to the existing house structure. The areas inspected included the first floor of the addition. The framing work included exterior walls, floors, and roof. 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 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. �P� OF 1V81V� 5 w 057045 p�OPESS10141, N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 26,2026 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department . _ . 53095 Main Road Southold NY 11971 MAY 1 2 2026 Re: Changalis 345 Anglers Rd Greenport,N.Y. 11944 District-1000, Section-36. Block-2 Lot-13 Building Permit Number—52621 Inspection—Footing,Foundation Wall and'Damp Proofing On March 14, and 18,2026, I inspected the construction at the noted location. The inspection covered the footing and foundation wall for the addition/alteration to the existing residential structure. The inspection was completed before backfilling. The inspection results are: Items inspected included footing size,keyway size and foundation wall size and reinforcement for all elements. On March 24, 2026, 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 footing, 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. ® w No °s a95 °�Essw�+A FIELD INSPECTION REPORT DATE COMMENTS �l 'b FOUNDATION (1ST) ,a ------------------------------------ FOUNDATION (2ND) � z (�o U1 ;�v w ROUGH FRAMING& � PLUMBING 1 /hQv 11 v ✓� INSULATION PER N.Y. .�j STATE ENERGY CODE A X o, FINAL ADDITIONAL COMMENTS Q 2• c( - 2� -� � o0 1P i-GO c� I 1 l 2�t 4 . 3 .2to Pow. l aO L roc# 111 7 Z �rn O t" x d rn b i �oo OFF° oy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 py�o a Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT LUVC For Office Use Only i ' PERMIT NO. Building Inspector: NOV 2 5 2025 I Appl�cat�ons and forms must be filled out�n their entirety Incomplete i t��ti~'�� -; ' ' rt ,applicationswill not be"acceptedM Where the Apphcanf is,not"the owner,an n £.. . -a Owner's Author� ation form'(Page 2)shall be completed Date: PO �5�73Z�g., OWNERS)OF PROPERTY S � Name:M4 h IMe - SCTM#1000-•3�, —1 n(� / Project Address: j �f,• . �'"`r'e�ii,POtt'�—� / . ail: . . l,e��-Phone#: Mailing Address:. �.Llc�vc C j�S �,�C► e ��L�C / 9V6 r C CONTACTPERSON 3 Name: ` Mailing Address: Phone#: L Email: ' Y " DESIGN PROFESSIONAL INFORMATION ;.t Na me: Mailing Address: N +3 X S� Phone#: --.`_lS 3 1 "�J - S-S n 6 - . Email qG` I)E' CONTRACTOR;INFORMATION _. Name 1. Mailing Address: Phone#: 7Email- El New Structure )fAdditio ❑Alteration El Repair El Demolition Est* tedCost Pro' ❑Other $ 00 Will the lot be re-graded? ❑Yes V0 Will excess fill be removed from remises. es ONO F r �.,, t PROPERTY INFORMATION ' � a r Existing use of property: h�,� I�� Intended use of property: � ���� r``p� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes�No IF YES, PROVIDE A COPY. x -Check Box.After Reading erne owner/contractor/design profe`ss�onal is'responsible for allidrairia 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 BuddmgPermrt pursuant to the Bwlding one. Ordinance of the Town of Southold,.Suffolk,county,New York and other applicable Laws,Ordinances or Regulations;for.'the construction of buildings, �addrtions,alterations or for removal ordemohtion as harem described Theapphcant'agrees to Comply with all apphcable'.laws,ordinances,t►uddmg code, housing code antl regulations and to admtt authorized inspectors on premises and in building(s)for necessary inspections'Faise statements'inade herein are umShable as a Class A misdemeanor pursuant;to Section210 45'of the New York State PenalLaw P, Application Submitted By(print name): / C�41,q ► Authorized A ent ❑Owner an�oy� /s g Signature of ApplicantL. .,-b< Date: 61_ZG�_ STATE OF NEW YORK) SS: COUNTY OF ) K Of4jef a.t4 Tel being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing tract) above named, (S)he is the (Contract r,Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to p or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of c.����;YY' , 20 -�aw le aux otary Public Tr AOEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DWs80sso0, (Where the applicant is not the owner) C'Ua•LIFIED IN SUFFOLK COUNTY COMMISSION Q,'PI9ES JUNE 30,2,M,/D residing at 2,0,Q &Ummerdaj p, do hereby authorize �i to apply on � m behalf to the Town of Southold Building Department for approval as described herein. ,r S �:2 3 Zo25 Owner's Signature Date Print Owner's Name . a 2 i EFO(�co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ya Town Hall Annex - 54375 Main Road - PO Box 1179 oy • Southold, New York 11971-0959 .fjo ate, Telephone (631) 765-1802 ,mod APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/3/2026 Company Name: Paul Burns Electrical Contract Electrician's Name: Paul Burns Jr License No.: 3897ME Elec,; email: pburns1106@gmail.com Elec. Phone No: 6313654735 D I request an email copy of Certificate of Compliance Elec. Address.: PO BOx 1061 Southold, NY111971 JOB SITE INFORMATION (All Information Required) Name: Changalis j Address: 345 Anglers Road Greenport Cross Street: Phone No.: BIdg.Permit#: 52621 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire porch addition Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: ! YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 4 312 -�� a�, r e- C- l l l e1'12. o-P -4- 62 (02.1 G{- --#:. 7 2 3 0 .71--=�--- op BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r ® Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/3/2026 Company Name: Paul Burns Electrical Contract Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 6313654735 01 request an email copy of Certificate of Compliance Elec. Address.: PO BOx 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Changalis Address: 345 Anglers Road Greenport Cross Street: Phone No.: Bldg.Permit#: 52621 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire porch addition Square Footage: 200 Circle All That Apply: Is job ready for inspection?: YES ❑ NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 72 D H Frame D Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION Y,e. C- * 6-P 4- sz (02-1 G(C. --W- -1 2-3 0 PERMIT# Address: Switches l Outlets �.`t-�� GFI's Surface Sconces HH's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments fe', d j. S.C.T.M. N0. DISTRICT: 1000 SECTION: 36 BLOCK: 2 LOT(S): 13 I. 1VIEAD� W LASE N I LAND N/F OF U.P.('� GEORGE ANDREADIS Woop RAIL �" FENCE 1;00.00' FC N 84050 50 E PIPE 0.8'W �� 07S 0.4'N o 6'VINYL FENCE U-, - PIPE ° z LAND N/F OF oul JENNIFER NOCI o 243'i::::::: PIPES ::: :::::::: CONC. — — 03E :.::::::::{:::::: STEP PROPOSED ...1 STY FRAME o WM, DECK DWELLING w: Q 8'x12' =3_---- #345 ..... PROPOSED ASPHALT DRIVEWAY SUNROOM 12'x16' """" ....................... LAND N/F OF �,,,,,, .................. HELEN DANILE 35.6 0 EXISTING o WOOD DECK U.P. 12X18.5 p TO BE REMOVED MON. o HEDGE 6 VINYL FENCE 100.00' S S4050' 50" W - 0.3E I 0.4'N LAND N/F OF PANAGIOTIS RODAMIS I I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA:9000.00 Sq. Feet or 0.21 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERAT70N OR ADDITION TO 7H/S SURVEY IS A VIOLA77ON OF SECT/ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL _RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU71ON. I LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING /NST7TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MANOUEL CHANGALIS; MAP OF: FILED: SITUATED AT:GREENPORT TOWN oF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design y P.O. Box 153 Aquebogue, New York 11931 FILE #225-165 SCALE:1 "=20' DATE: AUG. 29, 2025 N.Y.S LISC.�NO. 050882. PHONE (631)298-1588 FAX (631) 298-1588 TM . R.1, c ie �:W, , Compliance Certificate Project Information Project Title: Changalis Residence Energy Code: 2018 IECC Location: Greenport,New York Construction Type: Single Family Project Type: Addition Project Sub Type: None Orientation: Bldg.faces 90 deg.from North Glazing Area: 48% Climate Zone: 4a(5572 HDD) Project No: 1757359 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump true Construction Site: Owner/Agent: Designer/Contractor: 345 Anglers Road Manovel Changalis, Brett Kehl Greenport,NY 11944 345 Anglers Road ! 265 jasmine Lane Greenport,NY 11944 Kehl Design Assoc.LLC. 484-695-3711 j Southold,NY 11971 changam@rcn.com 631-433-9084 ssbn654@optonline.net i Project Notes: i Report Title:.Changalis Residence Report Date: 9/19/25, 11:58;AM.. 1 of 2 i I Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling:Flat Ceiling or 96 19.0 30.0 0.020 0.026 2 2 Scissor Truss Ceiling 1:Cathedral 90 30.0 0.0 0.034 0.026 3 2 Ceiling Floor:All-Wood 192 30.0 0.0 0.033 0.047 6 9 Joist/Truss Wall:Wood Frame,16" 96 21.0 0.0 0.057 0.060 3 3 o.c. Orientation:Left side Window:Wood Frame 42 0.300 0.320 13 14 SHGC:0.31 Orientation:Left side Wall 1:Wood Frame,16" 143 21.0 0.0 0.057 0.060 4 5 O.C. Orientation:Back Window 1:Wood Frame 65 0.300 0.320 19 21 SHGC:0.31 Orientation:Back Wall 2:Wood Frame,16" 96 21.0 ,0.0 0.057 0.060 2 2 O.C. Orientation:Right side Door:Glass Door(over 55 0.300 0.320 16 18 50%glazing) SHGC:0.32 Orientation:Right side domplilihtet 10.�-0/6 Better Than Code� MOk UA' Your UA: Max SH66. Your S14GC' 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. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in, REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. LAU// Name -Title SignatufV Date Report Title: Changalis Residence. Report Date:,9/19/25, 11:58 AM 2,of 2 GENERAL NOTES: /„ Vl/" SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes:R A C T 0 R N 0 T E S 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. ,. 1 . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larcht 2 or better. %� I C �."i1 GENERAL NOTES: 2. FIRE SAFETY: # g / # il iJ 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES 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 LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential a, commercial design 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 o. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE: CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: 16311433 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC o formerly D A K Associates,LLC 4, a. All plywood shall be in accordance with the American Plywood Association (APA) :specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (A PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. C. Framing Lumber: DF (north) No. THE CONTRACTOR SHALL LAY OUT HIS OWN 1WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. = 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. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 9. Design values: 8. a. Laminated Veneer Lumber LVL : PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 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 g. 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. 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. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS' FOR COSTS AND PROBLEMS 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 ROUJTING 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 DISCO NNEECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY, EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUJTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE IINJURY 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 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I 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 OfF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ESCRIBED BY THIS CODE, THE CONSTRUCTION OF LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY Must provide ;Man 1 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES 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 PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 rTYS Ener CO ,IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LAfRGE 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 PROTE(CTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS.PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE RESIDENTIAL ONE AND TWO FAMILY DWELLINGS A DEEMED TO COMPLY WITH 25 S D LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH (11mm) AND A SP AN OF NOT MORE THAN 8 FEET (2438mm) L H 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. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGEb 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRIILLED AS REQUIRED FOR THE ANCHORAGE and duC�WO " METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. b eStin re lllr I�301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGE 'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R3011.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A C>r.'ACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH 'ASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE WI RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) �, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL NOTE: ALL CONCRETE ,,HALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PAtNEL 6 FEET < PANEL °FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AP fl UED AS DOTED 2)(AISIMSTANDARD FOR COLD-FORMED STEEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET GUARD IN-FILL COMPONENTS h FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA 50 NO. 8 WOOD SCREW- pA B.P.# AND TWO FAMILY DWELLINGS (AISI-5230) a BASED ANCHOR WITH 2 16 10 8 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50o INCH EMBEDMENT LENGTH F �cIBY: CONSTRUCTION OF LOG STRUCTURES (ICC400) No. 1a wooD SCREW- OF NEW YORK STATE. NOTIFYBUtLDtNGDEPARTMEtNTAT ROOMS OTHER THAN SLEEPING ROOMS 40 REV: HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH �1-785-1802 8AMT04PMFORTHE All exterior lighting PLANE TO THE AVERAGE HEIGHT OF OLL WIN NSP installed,replaced or UNILIMITED AREA SLEEPING ROOMS 3o PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY THE HIGHEST ROOF SURFACE Y4 INCH DIAMETER LAGSCREW- 1. FOUNDATION-TWO REQUIRED 3 STORY BASED ANCHOR WITH 2 16 16 16 repaired shall conform = 11'-3 " AS PER TABLE 506ER CHAPTER 5 OF THE .2 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) BASED FOR POURED CONCRETE p 2020PBUILD BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND 2. ROUGH-FRAMING&PLUMBING to Chapter 172 STATE. ASHRAE 90.1-2016 3. INSULATION PROJECT: - -` FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304,8 mm, 1 pound = 4.448 N, 1 miile per hour = 0.447 m/s 4. FINAL-CONSTRUCTION MUST FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45i-foot mean roof height. BE COMPLETE FOR N G A L I 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, ALL CONSTRUCTION SHALL MEET TOTAL HEIGHT FROM RIDGE To GRADE 13'-0 R NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERS OF ALL MATERIALS CHA 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 panell. REQUIREMENTS OFTHECODESOF N APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL YORK STATE. NOT RESPONSIBLE E C+ I�C f•�N c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into CODE OF NEW YORK DESIGN ORCONSTRUCTONER'RORS •�+ LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y inches from the edge of concrete block or concrete. _ 345 ANGLERS ROAD 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 ALL HOUSE PRAISING MATERIAL DOUGLAS FIR - LAFRCH #2 AND BETTER OOGREATER, TACCOMMODATING, ITHIN THE PLANEOF THEE 42 TRUSSES. THIS LES IN IIVEGHT LOADY 24 NEEDNCHES IN NOT BE SISUMED hoeing a minimum ultimate withdrawal capacity of 1,500 pounds. LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. GREENPORT, NEW YORK ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AtND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATIOIN CONSTRUCTION CODE OF NEW YORK SCTM# 1 000-36-02-13 WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK Lot Size = 9,000 Sgft Ex. First Floor 960 Sg Ft I.AkAM 1JL(i;�;11141 E�,uuI i I�_ %d Lk3l 14 e. SEE SECTION R507,1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: protection for new exterior AREAS OF STRUCTURE 1. Section R401 through R4o4 Max Habitable House Size = 2100.00 SgFt New First Floor 192 SgFt g p 2. Section R405 and the provisions of sections R401 through R404 indicated as "M(andatory" glazing on buildings d$ per EXISTING CRAWL SPACENA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL g g FILLERS SHALL BE DESIGNED TO WITHSTAND iA HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 Max Lot Coverage = 20% = 1800.00 SgFt New Deck Addition 96 SgFt NYS Code. NEW CRAWL SPACE 192 SOFT. FILLERS POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 1 NEW FIRST FLOOR 192 SQ.FT. (NY)TABLE R402.1.2 a Front yard setback = 35 Total Lot Coverage 1248 SgFt or 13.87% NOTES g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB CRAWL Side yard setback - 10' Addition Possible 552 S Ft THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FACTOR EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U- FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUE SPACEc - q 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 sHGcb,e RNALUE RNALUE1 RNALUE &DEPTH RNALUE _ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS Both side yards setbacks 25' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 200R13+5h 8/13 19 10/13 10,2ft 10/13 ' Total House Habitable Area 1152 SgFt UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC HOUSE a For NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: Rear yard Setback 35 FORMALLY ACKNO�IEDGED AS REVISION TO THESE PLANS. ATTIC COMPLYWiTH ALL CODES OF(HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R- 1 foot = 304.8 mm 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 YORK STATE Fu OWN CODES NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. SEPTEMBER 18, 2025 BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. PROJECT NO: " 10/13 " 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN SOUTH TOW"dZBA . tr C. means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the �F t`e ' SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL ��r 1 1 96-2025 interior of the basement wall. 11^ a f" SUNROOM NA SOUTH TOWNPLAM�a60ARD c�` J. C0 O� DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD p`Z 'fit NEW DECK 96 SO.FT. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation of the ��Tt� Ln � �N MEMBER DEPTH. UTH ID TOWN TRUSTEES O� BDK interior of the basement wall. "15/19" shall be permitted to be met with R-13 caivity insulation on the interior of the � ` ;`�� COVERED PORCHES NA EC y1, * " BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home, "10/13" means R-10 continuous N,Y.S. COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE f 4 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS JV SO OIL insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. 'n HPC n 1 POOL HOUSEZ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slob in addition to the required slab edge insulation SO 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 < S1c \ h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab ll 6�4 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE ELECTRICAL ^ 1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved �FESS101A V f{ IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved OCCU "J� "i o INSPECTION REQUIRED ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. ••• (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less thian an R-value of R-19. (h) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "1345" means R-13 cavity insulation USE IS U LAWFUL 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 when more than half the '171_1 HOUT CEFT711FIvAl insulation is on the interior of the mass wall. �+ I RETAIN STORM WATER RUNOFF OF QCCUPARM PURSUANT TO CHAPTER 236 0KExt.�DESIGN-ASSOCIATES, LIE /10/01! z SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF Al V TWO 8d NAILS THIS M T S' 2 0 LTS20 PROVIDE (1) HGA10KT ON DOUG-F R LARCH / SO. PI NE UPLIFT SIDE OF TRUSS. SIDE OF CEILING JOIST ALLOWIABLE LOADS LOAD 0 FASTENERS LATERAL W1 TH TOTAL FOUR AND ON SIDE OF RAFTER MODEL CA UPLIFT UPLIFT- (133/160) 8d.11' CODE 8d NAILS Mij 1� NO. TO AVG NAILS' REF. INTO TRUSS t' ,!F,, RAFTERS/ TO TO ULT. 0 PLATES STUDS (133) (160) Fi F2 (133& TRUSS1 F30) SIMPSON NOTE: REFER TO SIMPSON CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d I3-8d 2991 930 985 400 — — 5, 44 CONNECTORS MANUAL FOR AWOOD LL FOOT NOTES AND KEHL DESIGN ASSOCIATES LILC PROPER INSTALLATION PROCEDURES residential & commercial design e consulting H6 16 8-8d 8-8d 3983 915 950 650 — — 5. 44 DIMENSIONS FASTENERS ALLOWABILE UPLIFT LOADS (133) — ALLOWABLE UPLIFT LOADS (133) TWO ARTJ-xl 2 PO.Box 1675 phone: 16311433-9084 2 - . 1 0 3]� (TOTAL) LENGTH (OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL MODEL GA AVG CODE Southold,New York 11971 E-Mail: ssbn654@optonline.net LFTA REF. INTO .0 V NO. MAX. CLEAR ULT. LFTA 3" PLATES 0 WIDTHSPAN � L OTY' DIA 1 :2" 22" 3" 14" 2" 24" EIGHT 8d NAILS-_L-,kr- S P 4 Kehl Design Associates,LLC c formerly D A K Associates,LLC INTO LFTA 16 24" 17" 38j" 16-10d 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE 0 FASTENER S2 ALLOWABLE UPLIFT LOADSJ 0 0 These drawings and specifications including the AVG 10 10d 12"' CODE T A 2- 1 therein, are the property of KEHL DESIGN MODEL L Cd ideas, design and arrangements represented NO, 10d 10d x 1 ULT. REF. LFTA L S LA/— (133 / 1(60) (133) (160) 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 1 3116 10001 840 1000 3, 41, 128 00 HGA10 with any work or project other than for which MTS20 DETAIL "K11 they have been prepared without written consent. 20 14-10d 14-1 Od x 14" 3116 1000) 840 1000 3, 41, 128 ARTJ-xl2 0 5,, LST20 20 12-10d 12-10d x 121" 2383 775 720 720 3, 41 CNW- STU COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR COUPLER NUT DETAIL "Ell DOUG-FIR-LARCH TA ARTi-x1 Equat number of- �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL CNW 2 COUPLER LER N TYPE OF DIRECTION SO. PINE CODE specified nails in TAKE-UP WASHER COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT ALLOWABLE LOADS REF. J00: MODEL CONNEC- OF LOAD FLOORROOF 33/ each end WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE NO. TION (I DO) (125) 160) Simpson Strong-Tie CS16 5,,X 12 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G 515 645 670 ART8 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Hit EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 5 645 670 MATERIAL DIMENSIONIS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ'xl 2 STUD 2.3 - DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT AT HIGHEST REF. AT HIGHEST ALLOWABLE MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN 0 NO. BASE BODY 4 ANCHOR DOLTS ULT. Acceptance of these drawings does not authorize the right to GA GA HB SB W H 8 so CL DIA5.8 -- DESIGN 0 OTYT DIA 2" 3j. E5 WHEN RAISED OFF C, build without the authorization of local governing agencies, such 11" 21- LOAD THE SILL PLATE 0 0 as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 4,J 22" 21" 8" 2�" i" 1 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 Departments, DEC, FEMA, etc. Verify all conditions, codes, DIMENSIONS FASTENERS ALLOWAIBLE UPLIFT LOADS and requirements with such agencies prior to construction, MODEL AVG NO, CODE OF SP W L STUD PLATE ULT. — (133))2 REF. WORK NOTES: SP4 31J 74' 6-10d . 1' 2917 735 885 7, 40, 127 R301 DESIGN CRITERIA AS PER THE DIMENSIONS FASTENERS (TOTAL) ALLOWAfBLE TENSION LOADS CODE MODEL GA ,D 100 (133) (160)FLOOR REF. D 2020 RESIDENTIAL CODES OF NO. NAILS ( ) NEW YORK STATE LSTA21 20 1 21 16-10d 905 11 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWAIBLE TENSION LOADS CODE R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. GA W I L NAILS FLOOR (133)—T (16-0) REF. Simpson Strong-Tie -STU AND PARTS THEREOF SHALL BE CONSTRUCTED TO 18 1 14, -- 1 000) SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MSTA24 TOTAL 4 18--�Id 1 1025 1370 1 1640 7, 40, 90 LUS40 SIMPSON LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODEL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NO, L END GA CUT LENGTH (IFOTAL) 0)2 SPACING REF, HD2A LENGTH L (100 (133 / 16 oc,OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF CS16 150' 14" 16 CLEAR SPAN +31" '28-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE I — NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT MODEL DIMENSIONS I FASTENERS -- ON -FIR L�RCH/SO. PINE ALLOWABLE I OAQS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A YS EM HAT PROVIDES A COMPLETE LOAD NO. J� HEA ERS -S AV� UPLIFT FLOOR (100)1 SNOW (115) ROOF (125)_ CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES PATH THAT MEETS THE REQUIREMENTS FOR THE GA W H B 0< JIOIST ULIT. 10d I 16d I 10d I 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL 'IF" CN W- TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3�" 44" 2 4-16d 4-16d 60716 1140 11160 —1 1000 1-1 1150 1250 7, 40, 127 DETAIL NUT THROUGH THE LOAD-RESISTING ELEMENTS TO THE COUPLER 1 14 3A" 9�" 2 FOUNDATION. BUILDINGS AND STRUCTURES HUS210-2 8-16d 8-16d 60716 1755121051 11650 1-11900 —.2065 1, 6, 84, 122 1 ARTJ-x12 STU 5"- - R ARCH IN A WA 8 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DOUGFI /SO E LLOBLE LOADS — DEEMED TO COMPLY WTH THE REQRE OF FASTENERS UPLIFT LATERAL CODE SIMPSON I UI MENTS MODEL A VCG UPLIFT (133/160) REF. THIS SECTION. NO. GA ULTT. .1 TAKE-UP WASHER TO RAFTERS1 TO PLATES TO STUDS (133) (160) F, F 2 160 R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDS4"x12"1 4-SDSJ"x3" I 15i23 435 F435 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 -S P 4 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TWO 8d NAILS THIS MTS16 CNW- THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. TOTAL FOUR - 0 : SIDE OF TRUSS, SE A MINIMUM OF HD2A COUPLER NUT S P 4 9d NAILS TWO 8d NAILS THIS STU - OF TRUSS. SIMPSON INTO TRUSS SIDE_ SIMPSON LSTA21 ANCHOR BOLT'S 1) AWC WOOD FRAMED CONSTRUCTION MANUAL TOTAL FOUR TAKE-UP WASHER Strong-Tie (WFCM) 8d NAILS LSTA21 2) AISI STANDARD FOR COLD-FORMED STEEL INTO TRUSS HUS210-2 FRAMING - PRESCRIPTIVE METHOD FOR ONE- -e%=e AND TWO FAMILY DWELLINGS (AISI-5230) 3) ICC STANDARDS ON THE DESIGN AND 'CONSTRUCTION OF LOG STRUCTURES (ICC400) T TWO F, REV: 8 AIL o I (D TO PLATES / FIGHT-,, C TWO CD 8d NAIL 8d 8d NAILS PROJECT: INTO INTO Simpson Strong-Tie PLATES TAIL "All STUD DIL H7 EIGHT-- IGALIS 8d NAILS,&,-' CHAK INTO DETAIL I'D" DETAIL 111511 DETAIL STUD Simpson Strong-Tie H7 Simpson Strong—Tie LFTA LFTA ?0 BP ROD SYSTEM DETAIL 1111 RESIDENCE 7�- LFTA 0000 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 345 ANGLERS ROAD PLUMBING RISER DIAGRAM (NTS) GREENPORT NEW YORK RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft, SCTM# 1000-36-02-13 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. L[LTP4 DRAWING TITLE: SIMPSON WINDLOAD LTP4 ROOF AREA = 234 sq/ft = The New Addition CHARTS & CALCULATIONS LTP4 V = A x R x c STRONG-TIE DETAILS DETAIL licit A =234 sq/ft PLUMBING DIAGRAM Simpson Strong—Tie R = 2" RAINFALL = .17 ft NOTE: ALL RUNOFF TO BE CONTAINED ON SITE AND door—to—Floor Connections C = COIFF. = 1.0 LTP4 DETAIL "B" V = 234 x 1 x .166667 = 39 C.F. ROOF RUN-OFF CALL. LTP4 NOTES: Simpson Strong-Tie qhl� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor- Connections 39 42.25 VERTICAL FT. FT = .92 V.F. DESIGN PROFESSIONAL POSE 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 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping USE (1)8' DIA. POOL 2'-0" DEEP =2 V.F.OR DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 39 22.3 VERTICAL FT. / FT = 1.75 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEI SUBSTITUTIONS USE (1)6' DIA. POOL 2' DEEP = 2 V.F. SEAL: DATE: All Framing hardware shown on thiese plans, SEPTEMBER 18, 2025 unless otherwise indicated, is Simpson Strong-Tie. POOLS TO BE PLACED ON OPPOSITE SIDE OF PROJECT NO: No substitutions are approved or- (authorized, HOUSE AND/OR LEADERS TO BE PIPED TO OF 1111-2025 q DRAWN BY: � I� Due to the relationships 0-F Pramilng hardware to POOLS (1/2 OF THE ROOF TO DRAIN TO EACH , the other components of the sttructure, any framing POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC co BDK hardware substitutions willrenderr these plansCHECKED BY: A nu(( and void, and Will, result in t1he installer/contractor SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SHEET NUMBER: assuming responsibility for the design and performance of the entire system, NOTE: ADDITION IS LESS THAN 1000 SQ.FT, G2 Ridge Strapping THEREFORE THE ADDITION OF DRY N Detail WELLS IS NOT REQUIRED. DOB NUMBER: OF 10 KEHL-DESIGN-ASSOCIATES, I 44 ACQ Post attached to the 16-0 7'-9/' � / �3 b -0" T-0" 1'-0" 14' Sona tube with Simpson _ r„ "'l'Ifi -0" 8'-0" 2'-3" 3'-0%" 2'-3" 2%" 8 -� 4x4 Post Anchor z 4 8-0 2'-3' 3'-OY" 2'-3' 2/" "I c 34 q 2� 1D Bottom O Bel Tube to be Min Note: Window to be Set 12" Higher than A 2/ 10 3 KEHL DESIGN ASSOCIATES of 3'-0" Below Final Grade 9 10 Windows on the South Side �S LLC 16 x8' Foundation Vent residential & commercial design o consulting — — — — — — — - - — - - — — — Line of Deck TW3856-3 ( )1j"X91" LVL Header with Top and Bottom 26 Pikes (� — — — — — — — — — — — — — — — — I � I All Window Sills to Be at the Same Height I `li' I ® ® I PO,Box 1675 phone: 631 433-9084 14'-8" Provide Flashing Behind ACQ �, g I House Beam FI Southold,New York 11971 E-Mail: ssbn654Coptonline.net I I T P F r a 7 jProvi 4' Conc. Slob � a 8 I I I I Kehl Design Associates,LLC o formerly D A K Associates,LLC Pitched bo e middle. _ :2 2x6 ACO Floor Joists 16"oc. — I I I NEW SUNROOM I OWNERSHIP & USE OF DOCUMENTS: Provide o 8x8 with o I B B r? JI a B B O S L I Ot Cover fcor the drat o 10 1 `n 10 10' B D2 0 °) I ,� I I NEW DECK o 0 0 I NEW SUNROOM o BI =� 10 These drawings and specifications including the Pitch o Pitch - N N = I =1II ideas, design and arrangements represented " a therein, are the property of KEHL DESIGN al I I I a I I OTE: LIGHT IN CRAWL SPACE I ASSOCIATES, LLC. No part thereof shall be I N N 14x4 ACQ Post attached to the I I I WITH SWITCH I copied, disclosed to others or used in connection (SEE FOUNDATION PLAN) with any work or project other than for which DI I o I g I 14" Sona tube with Simpson a I I 6 I I they have been prepared without written consent. s n I I 44 Post Anchor a I I Bottom of Sono Tube to be Min I I of 3'-0" Below Final Grade NIEW CRNWIL SPACE EX. 3032 EX. 6868 I EX. 1032 I EX. 6868 I EX. 21032 N © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR _ - PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL P ovide Access to crawl MATCH EXISTING SUBFLOOR OR COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT VERIFY HEIGHT < >< WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE space for utilities and ventilation > SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT EX. CRAWL SPACE EX. KITCHEN < EX. BEDROOM EX. KITCHEN EX. BEDROOM TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED UNDER KITCHEN EX. BASEMENT )< EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. lu UNDER HOUSE A A 1 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, FOUNDATION PLAN- FIRST FLOOR PLAN- FIRST REFLECTIVE CEILING PLAN and requirements with such agencies prior to construction. SCALE: 114"= 1'-0" SCALE: 114"= 1'-O" WORK NOTES: AND ELECTRICAL LAYOUT PLAN R301 DESIGN CRITERIA AS PER THE EXISTING WALLS EXISTING WALLS — 2020 RESIDENTIAL CODES OF SCALE: 1/4"= 1'-0" NEW YORK STATE NEW WALLS NEW WALLS NOTE: )VERIFY ALL DIMENSIONS R301.1 APPLICATION BUILDINGS AND STRUCTURES, NOTE: VERIFY ALL DIMENSIONS EXISTING WALLS AND PARTS THEREOF SHALL BE CONSTRUCTED TO WALL TO BE REMOVED SAND CONDITIONS PRIOR SAFELY SUPPORT ALL LOADS, INCLUDING DEAD WALL TO BE REMOVED AND CONDITIONS PRIOR LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, �— TO CONSTRUCTION U1 zZ7Z2� 1 WALL TO BE MODIFIED -TO CONSTRUCTION NEW WALLS SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF J WALL TO BE MODIFIED WALL TO BE REMOVED THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WALL MOUNTED LIGHT OUTLET t 110V OUTLET � HANGING LIGHT OUTLETR301.1.1 ALTERNATE PROVISIONS 110V OUTLET FOR TV AS AN ALTERNATIVE TO THE REQUIREMENTS IN TV SECTION R301.1 THE FOLLOWING STANDARDS ARE i 0 SURFACE MOUNTED CEILING ( GFI 110V OUTLET GFI PROTECTED PERMITTED SUBJECT TO THE LIMITATIONS OF THE LIGHT OR 6" RECESSED LIGHTS THIS CODE AND THE LIMITATIONS HEREIN. WHERE (� 110V OUTLET REFRIGERATOR ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ® 4" RECESSED LIGHTS `H'REF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. o LED SECURITY LIGHTS 110V OUTLET STOVE o STOVE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL �F SURFACE MOUNTED CEILING FAN 220V OUTLET DRYER (WFCM) DRYER S 0 COMBINATION SMOKE AND 2) AISI STANDARD FOR COLD-FORMED STEEL NEW SUNROOM NEIVV CEII FAN BATHROOM EXHAUST FAN CT CO DETECTOR FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) c3 FROMLY AIR UNIT IN CEILING 3) ICC STANDARDS ON THE DESIGN AN( ) CONSTRUCTION OF LOG STRUCTURES ICC400 ® SUPPLY AIR REV: FROM HVAC UNIT IN CEILING X RETURN AIR FROM HVAC UNIT IN CEILING -- - - ---- PROJECT: EX. KITCH, IN / EX. BATH C ANGALIS \\boo ����e` RESIDENCE \\ FIRST FLOOR 345 ANGLERS ROAD \ � GREENPORT, NEW PORK ANDERSEN WINDOW SCHEDULE ROUGH OPENINGS (SET @ 6 ' - 10- ) TO MATCH DOORS) 2 SCTM# 1000-36-02-13 VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING DRAWING TITLE: WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS MIN. ROUGH FOR OPENING FOR TRIPLE NARROW MULLION UNITS REMARKS 1 400 D.H. TILT WASH FIRST FLOOR TW21046 2'-11 "x 4'-8 " 3'-0A"x 4'-8 " WHITE 8'-11"x 4'-8 " VERIFY ALL GRILLE, HARDWARE INTERIOR FINISH AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING #2 400 D.H. TILT WASH FIRST FLOOR TW3856 3'-9i"x 5'-8 " 3'-10g"x 5'-89" WHITE 11'-5"x 5-89" VERIFY ALL GRILLE, HARDWARE INTERIOR FINISH AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PLANS AS NOTED FIRST FLOOR EXTERIOR DOORS 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 VERIFY ALL DIMENSIONS, HARDWARE AND O P TI 0)N S WITH OWNER PRIOR TO ORDERING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DOOR NUMBER MANE, DOOR SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH OPENINGS WxH COLOR REMARKS DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR / 1 ANDERSEN 400 FRENCHWOOD FIRST FLOOR GLIDING PATIO DOOR 5'-111"x 6'-10�" 6'-0"x 6'-11" WHITE VERIFY ALL GRILLE, HARDWARE INTERIOR FINISH AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, jSEAL: DATE: SEPTEMBER 18, 2025 PROJECT NO: 1196-2025 OF vt�, DRAWN BY: J. CHECKED PROVIDE HURRICANE STRAPPING SON BDK -- -- IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ` NEW YORK STATE SHEET NUMBER: ROOF PLAT ALL HEADERS ARE TO BE 05 A10 1(2)1 SCALE: 1/4" - 1'-0" 3/4"X r 9%" LVL UNLESS OTHERWISE NOTED DOB NUMBER: OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, u.c I - - 1 LU V / i/ , i �---- I - -- t it ��1--- —'_-u--Ll--- j KEHL DESIGN ASSOCIATES Lt.c residential & commercial design o consulting PO,Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@opfonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC LILLULLU OWNERSHIP & USE OF DOCUMENTS: Il ll 1 JJ�iJ ULl These drawings and specifications including the ALL` �_ L!L1LIJ1l_. 1 LLUllW II II LI III �I l'J:_I 11 J1.111 i L L11_J �l JJJJ L )l-LLl Lt: [_ 11�11 1 J l F § i� �falJ ist d$ci ei t J J� ideas, design and arrangements represented i I_ �i� therein, are the property of KEHL DESIGN o ASSOCIATES, LLC. No part thereof shall be I11;'I 1111 I_ Jlllll__11�LJLILLL copied, disclosed to others or used in connection L J II h ILLS Spy Required Rear Yard - with any work or project other than for which to Conform with they have been prepared without written consent. Pyramid Law - - ---- Actual Rear Yard Setback --_ — -_- Required Side Yard PS81611 L to Conform with is 35' as per I © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR - Pyramid law �' o Town of Southold Building TW21046-3 PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL - _ o Permit Number 17096Z COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT TW3856-3 ' Actual Side Yard Setback is 25' WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE _— — — a as per Town of SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT Southold Building Permit TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED Number 17096Z EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. z Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, WEST ELEVATION and requirements with such agencies prior to construction. NORTH ELEVATION SOUTH ELEVATION WORK NOTES: SCALE: 1/4" _ '1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" 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 THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 14"Xq" LVL Ridge with 14"x3�" LVL Ledgeron Each Side R301.1.1 ALTERNATE PROVISIONS Architectural Grade Roof SHingles Existing Ridge Line AS AN ALTERNATIVE TO THE REQUIREMENTS IN Ice & Watersheild Match Existing Hip Roof Line SECTION R301.1 THE FOLLOWING STANDARDS ARE Ridge Vent CDX Ext. Roof Sheathing Ridge Vent Note: Handrail around the Deck is Required PERMITTED SUBJECT TO THE LIMITATIONS OF THE 2x8-16'oc. Rafters Hurricane Strapping — — — — — — if the Deck is 30' or more above the ' Hurricane Strapping PP� 9 � THIS CODE AND THE LIMITATIONS HEREIN. WHERE i 14"X91" LVL Ridge with 14"O3" LVL Ledger on Each Side Final Grade Architectural Grade Roof SHingles ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Ice & Watersheild Note: Stair Handrails are Required if there is THESE STANDARDS, THE DESIGN SHALL COMPLY T1.F. " CDX Ext. Roof Sheathing more than 3 Risers on the Set of Stairs WITH THE BUILDING CODE OF NEW YORK STATE. Insulation Baffel (Match Existing) 2x8-16"oc. Rafters FV Hurricane Strapping Insulation Baffel Hurricane Strapping Note: Risers are to be Closed with no more 1) AWC WOOD FRAMED CONSTRUCTION MANUAL `M V.I.F. IIIthan a 4" opening WFCM (M ch Exis g) - Match Existing Roof Heights and Pitch = _ _ _ _ 14"X9j" LVL Header with Top and Bottom 2x6 Plates 6" Fascia Match Existin Fascia Hei ht ( ) f— ( 9 9 ) Note: Balusters are to hove no more than 2) AISI STANDARD FOR COLD-FORMED STEEL 12" Vented Soffit a 4" opening between them FRAMING - PRESCRIPTIVE METHOD FOR ONE- 12" Vented Soffit(Match Existing Soffit Heights) AND TWO FAMILY DWELLINGS (AISI-S230) — R-49 Note: No more than 4" is allowed between Double 2x6 Plate R-30 R-30 Double 2x6 Plate Insulation the deck and the bottom rail of the 3) ICC STANDARDS ON THE DESIGN AND EX. DINING ROOM EX. KITCHEN 2x6-16" oc wall Studs 2x6-16" oc Wall Studs Insulation Insulation handrail CONSTRUCTION OF LOG STRUCTURES (ICC400) J" CDX Sheathing " CDX Sheathing on r CDX Sheathing Note: No more than a 6" sphere is allowed to p this Side Only - p ass between the tread and the bottom 12'-0" 12'-0" Blueskin Housewra Blueskin Housewra p REV: Match Existing Vinyt Siding o Match Existing Vinyl Siding rail of the handrail R-21 Insulation R-21 Insulation MATCH EXISTING SUBFLOOR 14"x 74" LVL Floor Joists or Hurricane Strapping 3" Simpson Strong-Drive VERIFY HEIGHT 2x8 Floor Joists 0 16 oc. �WS Timber Screws Exterior M Provide Solid Blocking at Mid Span. 2x6 ACQ Sill 4"x6" Azek Decking (2)2x6 ACQ Blocking PROJECT: Termite Sheild Sill Seal Hurricane Strapping or E ual 2x6 ACQ Box Beam / # 2x6 AC Floor Joists @ 12 oc. 1x6 Azek Skirk Board V ® � #4 Rebar 4 Rebar V I�� R-30 Insulation B" P.C. Foundation 8" P.C. Foundation 1 x 7�" LVL Floor Joists or R-30 Insulation °'-0" 4„ Simpson 4x4 Post Anchor R-30 2x6 ACQ Sill Damp Proofing Damp Proofing R-30 4" a 2x6 ACQ Sill 4x4 ACQ Post Insulation Termite Sheild /Sill Seal Insulation 2x8 Floor Joists @ 16"oc. Termite Sheild /Sill Seal GRADE 14"x7}" LVL Ledger New 4" Conc, Slab Provide Solid Blocking at Mid Span. 14" Concrete Sona Tube EX. CRAWL SPACE with tOGo. 6x6 WWM. #4 Rebar #4 Rebar RESIDENCE Simpson Hanger NEW CRAWL SPACE o with (2) 3 Stirrups UNDER KITCHEN on 6 Mil Vapor Barrier # Concrete Footing 4 Rebar 2'-0"oc. #4 Rebar 2'-0"oc. Min. 3'-0"Below Final Grade 345 ANGLERS ROAD k 1'-8 3 4 Rebar Equally (3 4 Rebar Equally 1'-8"-� New 4" Conc. Slab L�t_8 _(4)#4 Rebar E uall GREENPORT NEW YORK 20%8" ( )# g Y )# g Y 20%8" with 1OGa. 6x6 WWM. g Y Concrete Footing Spaced Spaced Concrete FootingSpaced on 6 Mil Vapor Barrier Min. 3'-0"Below Final Grade Min. 3'-0"Below Final Grade SCTM# 1000-36-02-13 DRAWING TITLE: CROSS SECTION A CROSS SECTION B PLANS AS NOTED SCALE: 1/4"= 1'-0" 102 SCALE: 1/4" = 1'-0" 102 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT THE NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AND CONDITIONS PRIOR AND CONDITIONS PRIOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, TO CONSTRUCTION TO CONSTRUCTION SEAL: DATE: SEPTEMBER 18, 2025 PROJECT NO: 1196-2025 DRAWN BY: /Z ONN J. c0 �p BDK PROVIDE HURRICANE STRAPPING CH ED BY: IN ACCORDANCE WITH THE ; 2020 RESIDENTIAL CODE OF NEW YORK STATE ,; SHEET NUMBER: ALL HEADERS ARE TO BE (2)13/"X 9%" LVL UNLESS ` t Al 02 OTHERWISE NOTED SIGN DOB NUMBER: OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, Lix