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HomeMy WebLinkAbout49469-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49469 Date: 7/13/2023 Permission is hereby granted to: O'Reill , Brett ITITIT. 505 Lighthouse Ln Southold, NY Y 11971 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, SCHD and DEC (non jurisdiction letter) approvals. At premises located at: ouse Ln, Southold 505 Li h.th.._.... .......� ..... ...... ... SCTM #473889 Sec/Block/Lot# 70.-6-29.1 Pursuant to application dated 6/6/2023 and approved by the Building Inspector. To expire on 1/11/2025 Fees: DEMOLITION $795.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $5,323.60 CO-NEW DWELLING $50.00 Total: $6,168.60 ... _........� Building Inspector b xum* �ysiai TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 !7_1 ,. .,, Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitliold�towi-tnyWv //www soritliold'towi-tn y Date Received APPLICATION FOR BUILDING PERMIT pi ,w ,. J IVB il-�� f 1, For Office Use Only JUN l� PERMIT NO. 1 /9 L�I Building Ir�s�aecior: � _ _.� 5 M, Applications and forms must be filled out in their entirety.Incomplete ;; ' "m applications will not be accepted. Where the Applicant is not the owner,an . Owner's Authorization form(Page 2)shall be completed. Date:3/28/23 OWNER(S)OF PROPERTY: Name:Brett O'Reilly SCTM#1000-70-06-29.1 Project Address:505 Lighthouse Lane, Southold Phone#:516-287-0946 1Email:jim@rockven.com Mailing Address:505 Lighthouse Lane, Southold CONTACT PERSON: Name:Megan Carrick Mailing Address:PO BOX 877, Jamesport, NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO BOX 877, Jamesport, NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ®Yes [:]No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes *No 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Megan Carrick RAuthorized Agent ❑Owner 1 Signature of Applicant: � ,f 'C � d Date:3/2$- " � J STATE OF NEW YORK) COUNTY OF 1L being duly sworn, deposes and says that(s)he is the applicant (Name of indi" ual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of (�A20 tary Public Lisa Rheaume Notary Public,State of New York 51 .. .,,,, No, 01RH638 PROPERTY ( )„ l I Certified in Suffolk County (Where the applicant is not the owner) Commission Expires:01/22/20.Li Brett O'Reilly residing at 505 Lighthouse Lane Southold NY 11971 do hereby authorize Megan Carrick to apply on my behalf to the Town of Southold Building Department for approval as described herein. �3 O' . 3-28-2023 Owner's s4nature Date Brett O'Reilly Print Owner's Name 2 %iii i%i (( �cott A sell � STORI��1 WAST EIRL soft- sift, ( r 1�W1(A1�A G]EM]ENT SOUTHOLD TOWN HALL-P O.Bos 1179 4j 53095 Main Road-SOUTHOLD,'NEW,YORK 11971 Town of So u th o l d C 236 - STOP TER MANAGEMENT REFERRAL FORM t ( APPLICANT INFORMATION TO B COMP[J,'T :D BY THE APPLICANT i ONLY FOR PROPERTIES ON[ A(IRF, IN AREA OR LARGER ) _'3n, Contractrr, Other)VAPPLICANT: (Property Owner, est rPr�(��sio �al,FAge- N A M E,w ,r tcy., _�... �,._.. .. [date. y Contact Infot matron ' ° w i ile_ n "oz Property Address / Location of Co��s.r���ttott ite:r, S.C.T.M, St.c:¢lov Block czr �° TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPAftTME!�T r,w G; �` is P.e utied � - Abea of Disturbance is less than 1 Ac:1 e. No S.P D,u.S. Per n�rt '' - Project does Not Discharge to Watery �r tree Stag iso S.P.D.E.S_Permrt is Be [3 - Area of Disturbance i!� Greater thar, I ,ncre S Stormy ,\ater Runo¢f Discha;gve.S Directly ersHE APPLICANT MUST OBTAIN a S.P.D.L S Irr sct DIRECTLY Fttt��a� NtY.Sf DeE C Prr�r ��i�.,,,ianc- e of u Budding Permit Thvouq Area of Disturbance is Greater t cry j'N"!m�"na THE APPLICA�IN I MUST OB-1-AIN Town's � . 4 �� _t,._ m . h .rrwt, urrr e artn pert, t�_e�u� t�, � � u� ra �a�:Y, i D � , Eoow to tssuancerof Rei"ieb�'ed F3y� �•-- .,, V�er r'p m , -,m p NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY CG Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT February 21St, 2023 Brett O'Reilly 505 Lighthouse Ln Southold, NY 11971 Re: Application#1-4738-03261/00005 O'Reilly Property -505 Lighthouse Ln, Southold, NY 11971 SCTM #1000-70-6-29 To Whom It May Concern: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the property located landward of the line marked "N,G.V.D 1929 10' contour line", as shown on the site survey prepared by Nathan Taft Corwin III, last revised 11/30/2022, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, no permit is required for work landward of this tidal wetlands jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Star Permit Administrator das cc: JMO Environmental BMHP / File <E YORK i]epartrnentof Envi"nment,il Conservation Nc�l;; Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured A W RESTORATION,INC.DBA SERVPRO OF LONG BEACH&C(i 112 MOTT STREET 516-536-1801 c,Federal Employer Identification Number of Insured or Social Security OCEANSIDE NY 11572 'amber Work Location of Insured 452784663 (Only required If coverage is specifically limited to certain locations In New York State,i.e.,Map-Up Policy) 2.Name and.Address of Entity RegdesUng Proof of 3a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY TOWN OF SOUTHOLD 53095 ROUTE 25 3b Policy Number of Entity Listed in Box"I a" SOUTHOLD NY 11971 LNY-437402 3c Policy effective period 01/01/2023 tc 12/31/2023 4.Policy provides the following benefits: ❑A.Both disability and paid family leave benefits. ❑B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: MI A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 07/17/2023 f re&�e, (signatture of insurance cardat'aauthodxed rapraaantatige or NYS I.ieehaed insurance Agent of 11hat)naturaace carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only If Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Si ned B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to Issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(9.17) III�Ih !- ' !� � � I IH � e CERTIFICATE OF LIABILITY INSURANCE 071114/023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement PRODUCER MarSI°N Program&Franchise Marsh AffinityPHONE,HONE ,855-459-9164 a division of Marsh USA LLC. Nxr PO BOX 14404 RRRGlnsurance@marsh.com Des Moines IA 50306.9686 INSURERS AFFORDING COVERAGE NAIL# INSURER A; Restoration Risk Retention Grou 12209 INSURED INSURER B. AW Restoration,Inc. 112 Mott St. INSURER c: Oceanside NY 11572 lNsuRERD INSURER E: Customer Number:SP9999 INSURER F: COVERAGE$ CERTIFICATE NUMBER.; REVISION NUMBER,. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT„TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRR TYPE OF INSURANCE SUBR POLIC NUMBER AWL PM ICY E Elry LIMITS A g COMMERCIAL GENERAL LIABILITY RGL111594 10/05/2022 10/05/2023 EACHOCCURRENCE $5,.000,000 TW CLAIMS-MADE D OCCUR lam I'`E�ut r is $100,000 X $1,000 Deductible MED EXP(Any one erson) s_5,000 PERSONAL&ADV INJURY $ GEWLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,000,000 X JECOT• LOC PRODUCTS-COMPIOP AGG $5,000,000 POLICY E OTHEM $ AUTOMOBILE LIABILITY COMBINED 'E' $ Ea : 'gall_. .....__ � ... ............ ANY AUTO BODILY INJURY(Per person) OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY GE $ AUTOS ONLY ' J Sd Nh@&" k�Brsat%LY $. Owned PPVthan A UMBRELLA LIAROCCUR RXC190111 10105/2022,10/05/2023 EACH OCCURRENCE s2,000,000 g EXCESS UAB X N CLAIMS-MADE AGGREGATE $2,000,000 DEDX RETENTION.$0. $ WORKERS OOMPENBATTON PER...... 'H- AND EMPLOYERS'LIABILITY T ANYPROPRIETO R/PARTNE R/EXECUTIVE N/A E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY OMIT $ A CPL($1,500 Deductible) RPU111189 10/05/2022 10/05/2023',PER OC:$2,000,000 AGG:$5,000,000 A Limited Service and Repair RLS111454 10/05/2022 10/05/2023 PER OC:$250,000 AGG:$250,000 A Cyber($1,000 deductible) RCY697441 10/15/2022 10/15/2023 PER OC:$250,000 AGG:$250,000 DESCRIPTIONOF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold is listed as additional insured when required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ao m 1IIt1 15 ACORD CORPORATION. All rights reserved, ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 142546605 4 AGENCY CUSTOMER ID: SP9999 LOC#: C ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Marsh USA,Inc AW Restoration,Inc. POLICY NUMBER 112 Mott St. RLS111454 Oceanside NY 11572 CARRIER INAIC CODE Restoration Risk Retention Group 12209 EFFECTIVE DATE: 10/05/2022 .. ......... ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Additional Named Insured:, 9999 AW Restoration,Inc.dba Servpro of Long Beach/Oceanside 11285 AW Restoration,Inc.dba Servpro of Centereach/Selden 11436 AW Restoration,Inc.dba Servpro of North West Manhattan 11529 AW Restoration,Inc.dba Servpro of Valley Stream 11530 AW Restoration,Inc.dba Servpro of West Hempstead 11635 AW Restoration,Inc.dba Servpro of North East Bronx ACORD 1011 (2008/01) C 2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Client#: 1547574 04SPAWRES DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 7/14/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT"':If the certificate holder is an ADDITI"O A � .._.._._ ...... NAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder In lieu of such endorsement(s). McGriff Insurance Services LLC � E ...._OT Emerging, _ Client Commercial Client Center PRODUCER mmer __ l �,� . m. 1y:888 743-2217 JC 1; 8888279861 7701 Airport Center Dr A-I)ARw ClientServiceCentergmcgriff.con ....._... Suite 1800 INSURER(S)AFFORDING COVERAGE NAIC# Greensboro NC 27409p .. INSURERA:Wesco Insurance Company 25011 INSURED INSURER B:Scottsdale Indemnity CO. 15580 AW Restoration Inc �' ..... INSURER C, 112 Mott St INSURE.. . — - RD: Oceanside,NY 11572INsuRE" . RE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN AODL$UIBR OI MY EFF PO IC "EMP _.. LTR, TYPE OF INSURANCE {p (�/ " POLICY NUMBER MMC IDD YYIY w„IHM DDdYYYY' LIMITS ........_ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1-1 OCCUR p �4RENTED D EXP(Any one person? $ ERSONAL 8 ADV INJURY $ GEN' _ L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY[_ JECOT ,_JLOC PRODUCTS COMPIOP AGG $ ... OTHER: AUTOMOBILE LIABILITY COMBINED 1 G&.C.LIMIT Ea acdden6 - ANYAUTO BODILY INJURY(Per person) $ AUTOS -PI�OPERBYDAMAGracc- I'll, $ AUTOS ONLY SCHEDULED BODILY INJURY(Pe HIRED NON-OWNED E $ AUTOS ONLY AUTOS ONLY deer ecefdeno _ _-- . _ -- . UMBRELL.. . 00C _.—� -w...r.. ... . .,.. ...... , ...�. .,,. C .... $ _. A LIAB UR EACH OC URRENCE EXCESS LIAB CLAIMS-MADE'' AGGREGATE $ ....... DED RETENTION$ $ - ..... _...... A WORKERS COMPENSATION WWC3620095 12/22/2022 12/22/202 X PER H- AND EMPLOYERS'LIABILITY E ”' OT oT ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1 000 000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE! $1,0001000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000,1)00 B Inland Marine _._._.. RBI1 060962 9/16/2022 09/16/202 See Description DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) **Workers Comp Information** Other States Coverage Miscellaneous Coverage-Inland Marine(commercial)-Pol.#RB11060962 (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE WAI "'Uhh" ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S32557036/M32115208 DAALB f G DESCRIPTIONS (Continued from Page 1) Bailees Coverage;defense cost$25,000 Limitl :250,000 Ded.#1: $1,000.00 Valuation Code 1: Replacement Cost **Supplemental Name** First Supplemental Name applies to all policies-AW Restoration Inc First Supplemental Name applies to all policies-DBA Servpro of Long Beach/Oceanside Policy#WWC3620095-:AW Restoration, Inc. dba SERVPRO of North East Bronx Policy#RB11060962-:AW Restoration,Inc. DBA SERVPRO of North East Bronx Policy#RB11060962-:SERVPRO of Centereach,Selden, Policy#RB11060962-:SERVPRO of North West Manhattan Policy#RB11060962-:SERVPRO of Valley Stream Policy#RB11060962-: SERVPRO of West Hempstead Policy#RB11060962-: Servpro Industries, LLC SAGITTA 25.3(2016/03) 2 of 2 #S32557036/M32115208 al Suffolk(County Dept.of N' Labor,Licensing S,Cons mor Affairs HOME IMPROVEMENT LICENSE " Name ALAN S BREGMfAN a Business Name AW Fdm's=abi rn Iriv WK MW i%dWY CCArISCW l Icen'm Naaaribeal-I.65037 by thm CX unzy 01 uaRk0oM p^aSi11e& W122202 f POi"-k C'P,A'r"& IExprra"+s 04MPZ025 C rnmm;iss*ner This license is the property of Suffolk County f M �':•;Department of Labor,Licensing&Consumer Affairs. Possession of this license does not guaranlee its validity Additional Business Name License Category H36-Restoration Servlces-FnelSmokefWater 7-14-2023 J U L 17 2023 Town of Southold BuildingDepartmentf: PoW Town Hall Annex 54375 Main St Southold, NY 11971 To Whom It May Concern: My name is Brett O'Reilly. I own and live full-time at 505 Lighthouse Lane in Southold, a six- home private road located off Pine Neck Road. I'm writing this letter to advise you that there is currently, nor has there ever been, a Gas service at this location. In fact,there is no gas service at any home located on Lighthouse Lane.Thank you for your help. Sincerely Brett O'Reilly r� � nl��s�if"�r u���„✓��ar ,'"'��� � M.; .. ”��� ��� ir�l�� '`ray v,N!� �� '� �5�, o��"�,»��� w; 1«, ���^r� �;w� Ufl i +y„!+ v :",;” n'L ' �� `,:� ,�.,✓ � la "I�If, ,m rR✓rw:w d„r � V Yl+ .,i �,ra ✓ rl, 51.. ,�W, ,rod"-;,'.: -; �u„ "*�'^��rar,�r, ..r r � /� :P 4. �,,.. �f��,,. , a�7, � IF�wli,;;.,,wr✓�-,�u nUile✓r.,,w� ��;.'�,� �.Iry ;«�ra�,rN�,� /l a� rv�i�;�u�ii y„ or Nd .. � �',*.,., ✓,✓r„t li. ¢ ..i ��� �, ���1. � �r,�.�; ��ir� � far.„, ✓�h a � a �„� ,:,,„< ^� iW �, r,���..�'�,�� �w� tr ;�r✓,�i �i 4k�, 'M� ✓�;! ✓�� Iti, u �((l�,✓Tf�,�.h �„H/,,r a�V�� r ry �4rrt�"�. s owr � r;� I i p ��`,.a„;. i ,� ( ,„,e r. III �� �I 1� .�:!��m�'� ». ,i ,� � f rr��.,i J,y. �W feu ;�% "N ��6"..oN�Y�� „��,day,,., ""',W f� r"• T""m' �, i �..�„ '�. 1f „l,� I �wuJ !! �"W,i a "� h�.,I�µ* �',,�,I,j"�`�wTM V, aN`r r�, � �" & ��. Gw� �'� q� ' � �... ��`'�,,. � 9 � p ?� r ""� t .:i r -, ✓ jai rrr>r in 4 � Y � ,N ✓ _ r, ,.,,l% `Ry” i '✓ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK M' u PERMIT NO. 10264 DATE: NOVEMBER 16 2022, ISSUED TO: BRI'TT O' ED_L” ”" PROPERTY ADDRESS: 505 LIGHTHOUSE LANE SOLTIIOLD t SCTM# 1000-70-6-29.1 J µl AUTHORIZATION g Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r accordance with the Resolution of the Board of Trustees adopted at the meeting held on November I6 2022 1 x­W, "V,A�r`y and in consideration of application fee in the sum of$250.00 paid by Brett O'Reilly and subject to the Terms ; � `” f and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the � f following: Wetland Permit to install a 20'x40' in-ground swimming pool located 597” away from the existing bulkhead at its closest point; install a grade level bluestone pool patio around the pool �� extending 3'0”to the west side of the pool,3'0" on the seaward side of pool, and 10'0" on the east and south sides of pool located 56'7" away from existing bulkhead at its closest point; awl � install 4' high pool enclosure fencing around patio perimeter; install a pool drywell for backwash,and pool equipment area; demolish existing dwelling,wood decks and concrete ramp; for construction activity within 100' from the landward edge of wetlands for a proposed` two-story dwelling with attached garage located 108'0" away from the bulkhead at its closet J, point,and seaward side porch and covered porch located 100'0"away from the bulkhead at its fry closest point; abandon existing sanitary system and construct new I/A OWTS system landward ���r of dwelling;with the condition of silt fencing and haybales; a 1:1 native hardwood tree ' 7 replacement with 1-3"caliper; install drywell even or landward of pool; and as depicted on the H� survey prepared by Nathan Taft Corwin III Land Surveyor, last dated November 30,2022 and w; stamped approved on December 7,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these 1 . presents to be subscribed by a majority of the said Board as of the day and year first above written. MA V��^L.. ,... ., ,.. .-.�� �;:?� ;„ � v rr... .ii(a1raN��rt�!�IF/ir.e.(...[a,;,Y,N4k si�.n��„an✓,Uf�i✓..N..4�. i„l da(�a G.. i „�, � "IMl mlavwL..,vr-u.v4a�rors�arl�e4✓�t�r(utr„lrF/,iu:.rlirve r��iAf. mda,l,ll�,/ > ,.!i,��lr�a i�,,;1iR✓rt ✓lU✓„,/l „ ,ad.��rraNr✓,w!��✓lii/eW rixll �i1.�.akw ✓ �,�..:a✓. c✓F. �,,... �. J �. ,my ., � ,�� ��s,. i �� �w w�> ✓ irw f. i �'� � �`�'±� 'i�w!Vg��,` �. ��� 'v ��. "rr io,,,✓ a � Wl i;; '� '�4�, �,,'� ',i! ! �x � �yµ, �.+,a �,j dt�'� i pfd rr��r / irli o�r� .Cw� � ���i� �;�ti, �mn ✓ 1 �^ t-,9h� �„ �v h �,y, �;�f� 7�'” ���r N. n�; ,.r• ;",gym �I � a,/�;�r., d r� ,,;.,�,r r..�”. +.,+,w Pte., ,. �a. � ', �fn✓i�+1�- ,o ilk� ,,,� I i � ^'`d � rrr 'x'".G ,r r - u,'�` tir�yr�,�M,.r I�f,i r "�..�syP/r+"�+pJ.,l ,� r SURVEY OF PROPERTY P SITUATE SOUTHOLD ✓ �Ar TOWN OF SOUTHOLD . � SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-06-29.1 � e y �d SEPTEMBER SCALE 1"-30' F SEPTEMBER 6 2022 R 20, 2022 ADD SITE PLAN NOV t,MBFIR,,'4 2022 ADD PY'CM7PC)�SED POOL PATIO M OVZ.,'MB�R 30, 2022 REVISE SITE PLAN ,. AREA = 43,209 ff. (TO euLxHEAD) 0.992 ac. 1 ND .......y. APPROVED BY BOARD OF 1 RUSTEES TOWN OF SOUTHOLD 1«��✓''" � arJ n"� DFaFVRPxt'iR 7 , 2022- � 9.ELEVATIONSEXISTING ELEVATIONS ARE SHOWN HUS�­e® DATUM EXISTING CONTOUR LINES ARE SHOWN THUS: w wfi K dJ b % M"" .,, �muwlodxr of n" .�..,. 2.FLOOD ZONE INFORMATION TAKEN FROM: lresr NaE ouc Hr ytlg3p�„A�„ec,„ou Aucusr a,zort FLOOD INSURANCE RATE MAP No.36103CO107 H j5 � S ' E 9J ITtl Wf k ZOUEVF AL ROOD WRN VEI.IX:14Y NAZ0.RD(WAVE ACfION)� Iti'awm E ROOD¢EVATO DETERMINED v M `Rr ^ " n•� M ,�,',,", ", w ZONE%: AREAS DETERAflNm B TO BE OUTSIDE THE)29 ANNUAL CHANCE RBODPLNN, ,a;:+�„p✓.flY .,,„ 4flu. `^*~<. 3.PROPOSED SITE DESIGN 13Y CHARLES M.THOMAS ARCHITECT p * 4.ANY EXISTING TREES OVER 3"CALIPER THAT ARE REMOVED ARE TO DE �TM.aw tT+S * "I mna%' fff REPLACED ATA 1:1 RATIO. ` " ROOF9JTr .�Md� herr B,96B%q.ft. X 0.17 951. fl. .J o 1 w.rJ. • '•� w u„P PrcciJro brie AREA: 5,592 fl I+wlErvra wrauaba�Cn« .fl. 951 cu.fP./42.2=22.5 vertical ff.of 8'dia.leaching pool required - r ✓„,.„ .•"^'" `"^- I 'n PROPOSED 8' DIA.X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS pry q ° ,, ,,,,„,� ., r • "O'� PTr � N 4Wx x M PROPOSED 8' DIA. X 4' DEEP DRYWELJS FOR ROOF RUN-OFF ARE SHOWN HUS (E> -'-- M %Pvu Rw�.»v nw.w.IY ;''y}'''{" � .• q,e,a,,,, NOTE:ALL ROOF AREAS TO BE PIPED TO ORYWELLS pfd ,,,�r1 •(^fy„ ^"""" PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN EXISTING COVERAGE MINIMUM LEACHING SYSTEM FOR B BEDROOM HOUSE IS 550 sq 11 SIDEWALL AREA, u --^^^^• ^-• ----^ 3 LEACHING POOLS 8'DIA.X B'DEEP OESCRtP110N APGx 491 MTM' nq. 5 kry HOUSE&GARAGE I PROPOSED B.O'DIAMETER%6.0'DEEP IFACHING POOL x,ela PROPOSED FUTURE 50%EXPANSION POOL WOOD DECKS...........u•• IT 2a9 e9 a.W ••••-6.6% 4✓ g 1 gyllfl CONCRETE/BRICK STOOPS teo y,'rtl "'+ :,.'� d � 4 W O PRO ED FUJI CLEAN CEN-10 TOTAL sw .9 Po, l,0% L:M MWA�* w ar w srP w o °0°O TREATMENflT SYSTEM a Y ® 0 PROPOSED 92"%12" POLYLOK DISTRIBUTION BOX Y THELOCATIONSHOWNNlfGJNMYyh'L"D>LOT CYYIA '.AC4^ �I' , I„•. 'v. 1y ® aY S. EXISTING D R DAT OBTAINED CESSPOOLS OTHERS.EON ARE FROM FIELD HDusE e GARAGE ,,_­­ 'C vte tl.:ITmmmm O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DESCRIPTION a Im tMMTR1R:E D CLEAN AND 1 11 I � On ARAGE v O „• COVERED PORCHES W7A ry.11. 1.9% PROP05E0SEPTIC SYSTEM DETAIL PECK sn p..N. 1s% POOL 029 eq.11. 21z OWNG _w o R�,„....«, _ .....-•^'"""q9 I- .......'ZZ^...—. ^'J°�, ' :. . POTAL 7099 W.11. I— LOT AREA= 43,209 sq. ft. Ryp •�^ET,..�^ P N yE'CWF'""'”" •".,. (G.gGglw!"&1I1'Alt M152 C �1TEySmm .-._... ...JaRv w .' Ii79Rru ra'm'w�mw..wan y p+ "" �,.•XY^ R17-tiA',N011G:V'4N P7AJI cv,1'.Apc;gN_ytl er.A cy mit 9,N alp R E� 'A uaI A WJ' « EWJE�KY .wNM PM .�«xwa "flu w1 w a Dwww Ai x 4 r a a° Iw e: ALU 'z w,I "4" te a ° O nA P K« aw n, .. N w 211.1— es M N. "4 tly I ,N filY 6�r•JIM 6LkX�'6 L-d'zCs] `". ' t �-- m� �wsrwtEwm rr sn Nathan Taft Corwin III 3 '4 Land Surveyor C- �rtAD omsors ruossasm NEC D)P� ...oY . IN NpaON 5 abr Ta Jaeal M1 A b LS LS pe %hy.1° Yu su,,,e-Su�e_-S R­s- C_n _Iron C vut nmi09xTE � D IrEnITtEPHONE(631)727-2090 Fax(631)727-1727 TIE 1'1-TYK0 at k0a aF WAK OFFICES LOCATED AP MMIJNO AADRESS ANbfatl4 GSMk%IF Of RECORD.IF 1506 Main Road P.O.Hoa 96 I%Y.KO[9PIOWN ARS'.MpT wAPAm¢O. ' JomenpOH.Hee Y.N 11917 JOmaapoh,Nam Yoh 11997 uj0 Q1 uj 0 o W C) W 0 uj z 0 00 ITS �-- Uj Ln �� .E il 3 � 00 ND WATER iLE . .. - - Ln (,n I aDOM HOUSE IS SW GPD. _ - 1)FOR 1000 - HOUSE SHALL BE MAINTAINED a JCENSE PURSUANT TO CHAPTER 583 OLK COUNTY BOARD OF HEALTH IN - MNNTENANCE PROVIDER AS PER '•- ' _ - _ ., ORRESKIENCE AND TERMINATE 18 IEVIC LOOATEII 3 FT FROM ANY WINDOW IE SIDE OF THE RESIDENCE IN NEW OF THE EVENT GAS AND MOISTURE FROM YgAAeING SiTE9.#WHICH WILL Ri.Y.SEEN AND HEARD BY ACCESSIBLE AND SERVICEABLE FROM 0 558 ;1711ID"c-I 556 - 248 ru Cham 125 _e' 17 Ta1�l V�IInIe E.=T9� YIl 1CATION PP J PF 1'VCt1Fl1' — M. Thomas 113,1 ll __ Charles 5.3cry FR vC PP{PI: t'1 Plagie.Cast 11'ult - „_ a r c C111o"ne r lcY' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 fA �.•,-v yy, � .r PROJECT r MANHOLE OW OPENING TYPE CONTAa MEDIA SITE PLAN ASSEWSLY 0 C MEDIA DATE: 11/01/22 -TM ASSEMBLY PROJECT No. DRAWNG BY, CMT CHK BY, DWG No. JEW S 001 0 1 OF 3 ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. -7 12 �10 12 7 WTR 621 � ARCHITECT 10 1 I Jl y - - - - I A 21 REVISIONS � D E S C R I P T I O N - - r - - - - _ • _ I I I I o: rl _ - - -_ - -- 31 r 1 OSHINGLESP R - - - -Ii�- ,- I.1= - _- -I, - ' I -- - I* 1- SE�EOCTION OF OWNER - - ---- 1 T SLI' � 1 --- -_ - _, _ -- -_ ,_ T - - -' - - ROOFISHINGL SELECTION I,OF!OWNER 1 r f 1. I -�'- RAJ=- _ Jim �-* r , - -- - _ - _J - T rI _ I I 1 i- 1.-J- T, -- o= � 1 1 - - -, - �z.r_ - - - BRICK CHIMNEY - _ �_- _L f �� �.- -,r' L - --I 12 11 12 I i I 12 'I 1 12 i ,� I, i I � o I i ;1� � � 7 12 -Jzo a - - r o r� - a' 0 I �1 J . _ � o r' , i o 1� _� � J I CI 2 1� �� �1 I� - LL _I �, ,J� -- - - ,I - - �� J i J r1 4 CORBLES T - -y ,-, _ T o 1 - _ '�, _T� o I- -- - r J II i „ J - _ Tirol I, , , ; 1 �1r 11� � ' - oo T I I i'r' '.I I I � � lam, ,a J_i I I 1 I� T.__JT r T I,J 1 o J= ,1 -� 1- - - SIDINGI-PER'SELETCTI�N 1 �J. of=000 l-�' _PER SELE�TON�_I 1=� - ���..--� . ..�. -1 , � 1 - - - - T - �,T , 7, OWNERT r r 1 , i F'' T F OWNER1 Y 0 1r1 i �1��. ��,t- �, � � � � �r1 1-. - �1 t i ��JT �, p i �I.i � )� -I ��. 1T I I -- --- I 1 I � � _-111, 7 l 1I , r 1 - �, ; 1 - - I1�, -J - I :I! I I X 1 1 I - 7 � IJTI o, I� 11 - - I - _ - -' -I - J _ J o_1_� - i= L I - T I SIDING' PER SEL CTION� ol 8'-1 PLATE HEIGHT r f -- i r i i TI o -I' I ' _' I OF OWN 11� � I I I � I _��_ �, � I _ �-� --.� I _, , , -� 1-T o i I I _ Li�_ � o, - I - ,1,10. � I � rlr 1 � 1T.I_ .TJ_I_11�1 ' -- ---- - -- j o -- --, - '-�r WTR 015 .1 1.1-1 o i J- WTR 015 TIo�IJ 11 r J 1 T 1 I r o- _ - - - - - I, J 7'-D" T 0. WINDOWS -J -:- oLl _' 1 - , > -- - i1 rl J 7 7 I I - r I r - 1 12 JJ J -1 J J J- .�� , J r•o W 1"X2" OVER_r L I_I _r1 1 _r T o r_r T �_I oT r�r o �_'� ' _1 1 iT, OOF SH NGI LES:-PER, 1 - o r - _J_�-^I ; 1"X6" FRIEZE "T` :,' J ��I _'� _ r ..'J l-J-=„- o Ti 1 1_ BOARD - SE -CTION-dF-0WNER- - - - �Q - J I .' � I w - 1 - _ 0 - I,- , � 3 T - --- r _ 7 J - _ -- _ � 11 11T J_ iTI I p - _ �- -_-I;f - Y-- o oo r,I r - 1 T;r 1 1_ - N o - __= -L,: o _ IJJ� o o- J 1 �I o 0 7r r _ r -- - LT o r 5/4” WINDOW 1 - o J J r 2442 2442 2442 o f i Y r I -- - - - _0 11_ .7I - J 1 & DOOR SURROUNDS ��=1_:, '-;- JJ-J I I _ , 11 �__ ,J-r �� , ' 1' J 1 � I � _ __ rte,�_ - _ �_. T - 3046 1846 -_ 34410 34410 r r T Y P I C A L Y --' -t � �- -- '- J .T__ r 1846 EGRESS 1846 I r ?T_, I o i 18 6 EGRESS SS �-,,_o I,1 111 �- � � _oJ,J EGRESS , ,' � r r 1�r�Ir�.J ( ) - --- - J J o T # �l EGRESS i- J_J _� --- -17 - Jo=--� I Ir) - -1-1- J-�1 - � i T r J 1 I i I 1 , r I �T �' ''�- I '_rlr1J �_� 1 I IJ --�,. T.O. SECOND FLOOR STANDING SEAM METAL 00 N S A R - T M ANDIN A 0 S M R F \ 10'-C" PLATE HEIGHT 1 x e FASCIA - W/1"X2" OVER 1 - BOARD FRIEZE -JI f Lu 5 4' WINDOW l I_ - - " rT r - - - FYPON BRACKET PER _8'-0" T.O. WINDOWS - 1 & DOOR SURROUNDS T, SELECTION OF OWNER (T Y P I C A L) �___ ___-_ _, - - SIDING PER SELECTION o 0 of IF 0 OWNER J ---- _ .. - _. _ 1 - --- --- - - - -- - - 1 I' TE M P i`` I _ I - --- 2080 3080 2080 - - 0 24510 34510 24510 24510 34510 24510UJ - -- - - -- EGRESS - - O -- - I : _ o 7_7 - CEDAR PERFECTION - 1 I 0 SHINGLES - I I I 1 BO NSI - - DING o F. F. ELEV. 20.0 r- - I-', BOARD & BATON SIDING I BOARD & BATON --- —- - - - Tr-I - - --.'--_-------_-- . - - - 1OX10 POST WRAPPED _-_--- _ I PER SELECTION OF of --- OWNER (TYPICAL) W CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS AS SELECTED PER OWNER AS SELECTED PER OWNER 0 rE F R O N T E L V A T I O N L 1 SCALE: 1/4" I j. Z o - o 00 =.j IT( ' --'-I, Ir =.,Ji_ Tom-}- #-} I'- t-, I JJ'_' — -- T 1� 'o _o+, L=I� _ �_I� =Ti-J ti�`-._ -1!� --__ �1 - i �s,o�=� - J I. ,I� 1�'� - --J -r,l,, ill _- - -i J `, -r r 1- .. - ;J �- 1: -J �, I i 1 11 0 � � -1f - 1 �,_ 1 � I J - � � J 1 � Ja - - 1 0 � L ❑ �,I� I � r�I �,�,__� I ToJ J-1. ._ i{-� ,�_�_� �=10 � I��1�_r� _ T ' 1 -_ I I -� 1 00-�00 -, -=--o-+=_ i �.oo�a- -- - . ._ r 1 �' _ o of - r1 �I 0 11II 1T _,_ 1 - - _ - - - � �J _ _1=i_(- � _�of- - -,J-! 1--� ! [�_o-�I I i � r • -- -' tl_�t - o� o L_ ��-- ! -�� l-.� ;- - ', i_� 4�_�_',�1 I_ �_J !_!��;I�-I T J=:- -- ,-- -o- I ' � rl l L' -- -- - -- � - 1 l,'. T ='LL -1 0. 11 01 lit 12 - - i = rl - -� X12 - ]012 r 10 - T- _ 10 r rt o 10 - r;r ,l 10 -. _- �J - --- - -- - -- -- i - -.i '. } - - - BRICK CHIMNEY �1 �..' 1 r � _r .�--r _I�.i-,J.__. I a- -11�-�1-,J�- - ,I- --; C C EY ,�- I T�J I I - _ ._,_.�- � - 1 - _ -_ z - ! °1 - ! , . I I I I I -�=I tel I �_.. '� -- -- '- -il-1 ---- -- _ - l- -. - - { L --- -- - - I � - I I _ _l i I - _ T + -• - i- -- - j -- T 1 o�T�o - -- 11 �J1 I 1 J � 1 ROOF SHINGLES PER= - -- = - T I I I I = - I � �. ROOF�M � E NE - r- - T -J 0 , I I I I T — INGLES-PER!, l . - - !- r 1 I �-» SELF_TION OF OWNER I J I JT , 1 I •' � 1 1 _, Y'-rT-r- - - l-a. SELECTION 9Ff OWNER r = --�� '-- 24410 to �I�I''JT_,r = I - _�l i i T r 0 - - --__ - --- - - i=- - - - -- - - - ; I , __ _- -'T'•- -- I-� -YET JT �r--- - _, - -'I -J-- - 'o7i-�, _���'r� I _ r- _ -. -_ _ - _ _ __ _ _ ._ _ _ _ } FJ I T _ I --- --- ROOF HING SPR - i - - T1 ( 1 - 0 S L E - --- - - - - - - - ---- o � J - I , - - SELECTION OF OWNER r r r r.J - -- I .i 1 ; 0 0 ---- 11 1 1 1 1 --�- � 1 �r 1-r � J,} LI:r �-.. ,, i � ' I - = I JI I I J moi. - J r--Y PER'SEL 10 J�-. IJ- r__ .r 'll' DiN 1 -Irl J I I - - _ J I Ii SI G EC 7 i T 1 r TI l I 1 J Y I -r rJrl� _ iJ J -- _ r JJ I 1 CF-OWNER I � I I - - 1 J_ I - - _ T - Y BRACKET PER - {? I - -- - - - - 12 12 y 1 1 - ' r J --= - --_ SELECTION OF OWNER - � r - -- ___ __ _ _ ____-- _ Charles ISI Thomas _ _ I I J1�_- , TII - -r- - -- 11 _ - - -- =J_ r! I -----�-,-�- - _'_��-_. -'-.-_- _--- 36"_HIGH HAN i. J r11, ,, J T , I � ' ROOF'SHINGLES PER ; I rr - --- J� �, - ,SELECTION OF dWNER- - BRICK _ - - _ - --- J' - J J_ .I�.,J_,I =, _ ------ - - _T - CW125 4 } I 1 _ RAIL PER I,NYS T- CHIMNEY - - - --- _!_. . _�__ ,_= - - 3046 3046 r --- - J - - a r h I C � -. _ _- EGRESS EGRESS - - - - --- - 2846 2846 TJ 1 �j -:_ - - - - - r~ CODE FWG 1 0 0 4 ��..i_r ��� ,I i-I-'1 ��,'� I. t e c t - T T _ 11 11 IfY PO BOX 877 JAMESPORT, NY 11947 631 727-7993 _ I I I - � — I i I r J'Jr ,J - - - - 1 - - 0 - - *----- --'---- - -- 1 J �- 1 1 rr-- - - -- ---- ---- �JJ it I I I r= � J. I I i J J� 1- J.- I,- r1 lr-SIDING'PER`SELECTION J_' ; I ' I T - r -- j SIDING ER CTION -J J_ IJ JoJ� $ PROJECT _ _ A NG S AM METAL ROOF �r , = OF'OWNER'_J IiT �o h _- r SI _ oo �� �J J 114 J i l r � = I _ ,�-I�-i r!- 1 --- J o _II r I T T 1, I rF�I ON o A K�� ��R i�o�J�J.J H SIDING-PEf� SELECTION-, -'-- rr'-- ' r T F� C E 11 1" X 8" FASCIA J JIiTI_�ll SJCITOJ ,OF OWIJ _ 1 _i _. bF OWNER, - T �•I _ W/1"X2" OVER L I ' I F I , --r -- ------ - -, - - J� � _ � Jj T ?R 1,:X6" FRIEZE . . �_r �l_,_ BOARD . .,m-,-,,,. •x r l 1 'r - J !� �J_1J, �r i r' 5/4" WINDOW o J & DOOR SURROUNDS ROUND I - S -- •J_� 1T 11 J I I � 1 I .1 0 (TYPICAL, ELEVATIONS _ o I I 0 r o o rl _T Ir 3080 WPW41052 3080 J rrT r'� 28510 28510 r J _� EGRESS EGRESS I7� �� �� ? "c. - .± m. .•rr r -- --- - - - -- -- -- - - - TJ 1 I - _ o rDING - PROJECT N G P C TIIDN _,�T rT ITIrI o. o IN Orr WNEl J _ J�o 'J DRAWING BY. CMT I - r 1 JTZ l J 7 Irr R� Ji�- CHK BY. X8 POST WRAPPED X8 POST WRAPPED 10X10 POST WRAPPED PER FWG 12080-4 10X10 POST WRAPPED PER FWG 12080-4 DWG No. r PER SELECTION OF PER SELECTION OF SELECTION OF OWNER TYPICAL SELECTION OF OWNER (TYPICAL)) W- (�E OWNER (TYPICAL) OWNER (TYPICAL) t OF 10 REAR E L E ATION -- 2 SCALE: 1/4" = 1'-0" M•�,r: . e,,,,-.,r•ro•aY,�,+YF�RF+rrra+7r,�.>:K�.p<ex..R-•:- .,, THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE ". - U E PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - . � �... -- - ---- - ­ . . ­- ­ . -I - I � � I - —I,�- 1''.I? � � j " Z-:�� I i� ,; 1� -1 . i � I , I ;� � 6 ; 1. /\ 12 � I -1 it I I � I I , -1. ,� 10 I ! ,� ,� l­� 1; I � 1, , I � 1, I,I ll . . I-- � 1. " ,- 4 , ,4 I C.Ie ­ "I ) . � I . I �.. 'i I I,," ,� I I 11, 7��� . � , .1, , 4 n 5 I-- !I 1 �, 11 : %.. I Ii � r_— I I I , �, :-. I � I 11 I I I ------ I I. �� 1 12 1 1 1 " 11 11 I � /\F=tC�H1-rF=Il � I I � E3 !, , -- I I -F --- I 10 'i I -- I � I- I I I I I I - I -I I T I I I � I I 11 11 11 z r[i�l � I - I \1 , -7-------7­­­ --�=-'- I I .�-]- - I I I I I I I -1 --- -T I 7 F,-� ,I I--- ��-,---,-..­ --�,-1 ­ - I =�. =-1---I--! 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I I LU 1 1­I - - i - I I 7 : F �� -­ ­-LILE� ,� ,- =1 I � I I � i ---- - I., I - I I I I i I I , I I lF . -, -!�­,�--­­T,-1, � I . . ; - -- ,- - 1,i - � . ROOF SHIN - ­ - - -7-1 -T--- ! I ­�=- ­­--1-7------ =1-�- ­=,=-----�­ I j I- 1-1 --i I L I �-1 ­� 'L- I : !- ---- r : - I - J=- - I - - I i I - I � i-1 !-,I,.- -�� 11 .. - I i -----_±�---­ - I : I I 1--, --- .-L ­­�-­­T­7�--- I � : I I _ ­ 1-- - I I I I : : I �� I � ­ T I , - I , i -i -- 7- ' - '- T ' : I ---I - - - :­ -!----- . ,. .SELECTION OF OWNER ' : �--�,I.- - --I �'FIB ­� ----- -- ------�---I T -71- , i =zk--41,! 1 0 1 - 1 T I- 7 - - - - .-��­�­J--- . - � ­ , ­ --- - GILES PER . -- - . � - L- I -- -:_-I-J­ --L�L� --,,I I 1 I F-.-L I 'i I , .. 'Oil !IJ U y -1-1-I -�­ I I -L-- I, I-- I 1� I � i I I -I---- -T- �-'--1 - --.­--1--�__j--1 -I : -- I I I ..-- -­� I ,-- - I I I J I I _L�_ I I I I I I I I � - I--�.,-i L-i L � � i �,--,'- y- - .: - . 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I -- - ----- , ,i" - � - I J�,, ij I T-1 - I _ _ I i i � 11 �" F��I I ­,­-1---�- - - , - I . . . --I� ­­ i -- ­-- -------­----� :�' I I I - - 71 - , I 1 2 --- -- ----I- ­---- I i J I DATE: � I - TEMP � I . . ­ - ---- � . I -­-�­-- -- -­­--- --­ I I I � � - � I , I �- � �i I T � - , ­- T , - 4/21/23 I i I I I I I I - 1 --- ­ ­­ I ---T-U I - I -------- --- - T' -j -I- i-j.- - - , , I -1 -1-1 1 ---:r i _j i! SCREENED IN PORCH I . '-F--T-�- ­�- -� - � ---- ---­­-- -7- -- F I . I -F- Ul-- I -j I �� ­� IF � 1 1 I I I I 1 I I - - - ----- ----- -1 I i -I -, J J ; : . I I - 7 j-1 I- T ID -': Jl I i -1­11�-- - , - � ------ --j—�­­ ­-------------­--­­­ ---1---- � ------ --- -- ­- -, I I , , : I I I I l I : -F-I , I 1: ,I I I 1 . - -F--:- --I- I - - - ­� �- ­ ----- -- �--] � I----I '! , ,, - ] � ---- - i I I � I ! I - --] �­ -�---'­ :-- I I 1 1 uj_ -1" I 1 ]4 - - . - ­ ­. ­ IF� ­- I I 1 � T - ; 1 I I _I i � �i- I I r]I I I- �-1 - --­ -- ­ � � - ­ - � - -- -- � ­ -, - -I- - ----------- --- ----T----:--I-- - 7- ----T--- ----- - ---------' ---------- I I-- --'- i- ---- --!----;-- - 'I I­ -- ==j1I - � I I----I* ] 1 -�---l-J--]------- -I-, . --j- 'i-I-! -- -!-T--I I I �7�I-!--I�'--1-ZA FJ 7 - i . I 1 , I I I -:�-- -�- - ' r PROJECT No. I ­ — I --7- . ­ - ---- - - - ---------- ; , � I : 11 , - - -I I , I � I , I � I I T[-1 I I—,-1 I-� � , I � � I -- ­ ,-- , __ I I - 3080 I I i [ I I T I I l I I I I : I I F I-]----- I -1 I - ­�.l- ­ -!----I j I-- - ----- -I-- - ----------------,� ---:--­­ I - -j, ! ---- ---I­F­7'7-� ----I -- ---1-- ­ , , I ! I � � I I---,--- - -T: -I --'------F - --------�,I 'I.,l- -I- - -, I I I -­ r � ' --I T 1 - I I-I I -I I :: � I -1 I- T-T -1 T-T--­ ­ � I—- � I -I I DRAWING BY. CNIT - --- ­ -- . � . - - � --- - -1--­ T- . I � � ------ ­ , T �--I - ­­ � I 7- I :1- --7 I' T ' I � -----,'--=--_,-�-]- � ­: ; I I- I ----I I - I ----------,­- ---11- !1 1--:­.I---�j I - ---I-I-T-T------ - '7: - I I T_J I - L I l:� il�-IIJ �l, , I -J I �I� ill 11 T F FT: I I I y -I I'i I I I I ,.�­­L -I- — - , -� � - I 7-1 _7- - -- I I I : -- � , I j- _,X . ---- I 1 :--! T I I -f-= L I , , ­ w - � -7 - - -­ ! : - - -- , - F , -­­--- - - - - 7 --i , -- , i � I I I , � - - I -,---- - - . � I - ---- - I -� � i : I � - -_ ___j ­ _F T---t - -- � - ��T-- � . ­­I ---­ - - I .-1 I I -j T- ---- -T ­­ 7= - I - JJ� I � � I T __ __ T� ,--�-- I -1-I ; �� I : I 1 , , , : I I I I I I TJ - j ---,-- -,,:-----­ .-- CHK BY. ij , I --. I-i---- - � I I I l I - I - -JI-i-11-1 I , �, ' � " ' , , I : � , I I I � I � I I !T I I I : I I 1 L I ' , � -- . 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I - I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBI ICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, UBLICATION BY ANY METHOD, IN %HOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - -- Y q-rii I ARCHITECT r a REVISIONS D E S C R I P T 1 0 N 12 10 T- WTR 621 _QT-- — - -- ��� -- F - 1 `BR _ ICK CHIMNEY --_ r- _ ------ _j - ' -� J T7 Wiz_r—' — _ 1 _ — ROOF SHItJG - - rr r ]i „ � --I_ ES PER - ___ 8 -L--12 C 2 r r� L L=. _ --t_ I-Q .OWNER i -�I Jr �r�ITl,ll- {] L SELECTION _ r � I I _ I _ I � il , 1 I I Il �_ I , I ,_1.11 rr r _.,I, =BRICK CHIMNEY_ LES PER 1_ J 11 I T ROOF,SHINGLES ------ r � r r _ ,OWNER- �� I -- - - I I-TISIDINGI IPn SELECTION i J T 1.�� -r I 112 S CTION;OF OWN1 r - T_ - - -r - 'i8 - T T - - O i -i - - - r - 1r- --T - _I Y 1 T F Ii i- - I, , -I I — r ; I ..r'_T-�--,-' Yi 1- rJ-'," -T-i. -- - - - - -� : 1�T1 - ROOF SHINGLES FUER -'- - - y N R �_ ,-rYT-. J J� 1 _ r i -J I r -' : I -I, I ,SEL � r E �,a+- '- 1 ]1 r L EC -I-� Y r - i J OW \r I 1 T r J . TI r. 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JJ --I - �,1 l l �I r_ T1 �7� f j l: _ J- 1 'I L i_ - Ln SCREENED IN PORCH - I---�� T -r �� -- J r 1 r I : IIII , _ JT _ - r T - r - - r-� � 1 _I� � ,J rT ����r T 1r J _ >- .�j I 1��I� T,_ 17 I _� i T' r' Y� T' T r i r r1 Y r l r 1 ,1' ,,� J- r -- T _J_ T1_ _ .J - J. J7_ 1 TE P �r - - _ ��r T YTI �, r - - Y, - T p : �Jr _T L J J J- _ �' 1 1, 1 I J I 1 T J S 36" HIGHI HAND RAIL _, - T'r TY T T �� �_ T T J E' _ -. T __� : - 28510 28510 308 ',`i, 5 i T i ���Y1 JT; 1 I I _ 1 1 7 T EGRESS pQ � S EGRESS T r ] -- - I : -- 1 1-� C t� _ J T. r i rl � rTT � � I T� I I I I ` - - — -- F7 r Y 11 -' 1rIr FT1_ 1. .I_E] _,,_, 1_ J T,, rr T TT1 I ?, r r—.3080 T T- - _ T - -'I STI , r- I I I _ l- i i r- -I' T Y r T T TU-SIDING' PER'SELECTION- !-- II TJT , 1 � T _� r J - i I J ,- 1 r 1 —�J I _ ,� iL I�'_ ', I 1, '1 - 1 �- FENCE rJ J, I T --. T1_I. 1_J j�� Ir LINE OF 48" HIGH GLASS POOL I. _- 10X10 POST WRAPPED PER 7 TT 10X10 POST WRAPPED SELECTION OF OWNER (TYPICAL) PER SELECTION OF 8X8 POST WRAPPED OWNER (TYPICAL) � PER SELECTION OF o Z OWNER (TYPICAL) LINE OF PORCH AND EL. 18.0' SCREENED IN PORCH EL. 17.0' BEYOND EL. 16.0' EL. 15.0' EL. 14.0' I LINE OF 100'-0" FROM BULKHEAD EL. 13.0' LINE OF EXISTING GRADE ` - BEYOND EL. 12.0' 01 Vd 3NOlS3f1 8 1004 a3SOd021d - 01 `dd 3NOlS3fll8 Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E SIDE E L E V A T I O N -_T - — PROJECT 3 SCALE: 1/4" = 1'-0" SIDE ELEVATION DATE: 4/21/23 PROJECT No. DRAWING BY, CMT CHK BY. Tt DWG No. [Al-FO-0-31-FOO 3of10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBI ICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - - r s F 1 h . y - � ARCHITECT REVISIONS D E S C R I P T 1 0 N 12 �10 WT 621 7 !_ _. I I - �_ -- I _7`_f I ' 12 l I ] -( - l l �i I I - =12 - RDOFi.�HI�IGLES-P�f�Tll- I -I I � SELkCQ_W bF QWN r- - J i, JTZ T'- `SIDING-PER L-= 1' J -J-''_= 0 OWNER IJ - LES:'PER T T r J,J� _'J.L_! �+- Y F SING RDO SELECTION OF OWNER ,'�� rIJ -T; �, - T - - - T i-�. J! . _T_ - - - III I 1 ! 1 1 7 J i i � � 1 I I I I I I 1 ! I�- ._ Ii_iJr� � �� r JJ. -�' I f III.� � I _ l�l, I -- Y R � _ _ r , R , � 7 , �- I �, T - jr I I - 0 I -- - T _ I _ __ rl -J--__ II-I L=u - - 0 -' ROOF SHINGLES �rJ r - -- I - -_ - --, TAT -- —-I � +_ O - I SELECTION OF T IIS- -—_ -' - - T-- -- I - I I _ - III - - - W - rl '- ,_T � �i_Y Irk Y r � 121 -,--�T I -- 3 -- $ LL -I - - YI TI __1I r � _ l --- — - - I - ==1. 71 ROOF_SHINGLES PER _ -- -- -- - --ri - ---- - - �- -- L CTI - - - - - T LE ON 0 OWNER Y ;'TYT_-•- _ i =I� I '� I -- - - —- Jam- ----- � r s I il. -- --- --- - - J- - - - -- - - - - - - -- -- - --- -- - - TJ I ^� -- - - - O - - -' - _ - - f - - _ ---- - - - 7 Y j 'Jl Y - - �,-- -- - --- I - J-- - - - -SELECTION - - - — - `Y -. - --_ -_-_- �T--- G P - -- SIDfN OWNER - - ER r' I �YY 7- -OF -� I ir r J -___ -_-_ I- -_._�_ - - I J X2 OVER 00 I J I Tr I T W 1.. .. 1T I _ _ I -- T- - -- r-, --- - — - T- - - - - - -- - riT --:- - _JI BRICK CHIMNEY - T �T II - - - - - - - - ' r I r --- - II � T J _ .'� - - T - - - Tr 'T 2442 j I - -- - - - • -- - - -I - - . I' r J 2446 __ 2446 - I T � /4' WINDOW I n --' - - 5 W � u J - & DOOR SURROUNDS 7� ���J JJ _ -_ - D (T Y P I C A Q N C T - j - -- 00 - - r r _ -=T J - I T _ - --- �S - -- - - - ---- T]' - -- T Ln V / _ rJJ �I �-I_„' - � I� ---- - �- - ��' _ ��- _ �r 'J SCREENED IN PORCH --- -- - -- �/ r - _ -- - -- - - >> J�rl -- ---- - - -- - . _I��_-_� � _ 3080 T'I -� rT 7 ! 1 - � - - I-__'- - _ - 1 J J -_ - 48 HIGH GLASS POOL Y � r r Y r rI l'_. - rr� Ir�T-.J _ T.J�_! - LINE OF - r _ L' TTI_'_ - --- - - FENCE - I I I I _ - -- rr T T _ X8 POST WRAPPED - - --- -� -- PER SELECTON OF I - - OWNER (TYPICAL) i T - I EL. 16.0' LINE OF 174'-1” FROM I EL. 15.0' BULKHEAD EL. 14.0' E S I D E E L E V A T 1 0 N 011dd 3NO �a 100d 03SOdO8d DI 3NOlS3f1 8 -- ----------- - ----- 4 SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SIDE ELEVATION n� DATE. 4/21/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. , AC1- 004- oo 4OF10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBI(CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 115'-0" Z 16'-0" 56'-0" 43'-0" STAIRS TO BASEMENT 9'-4" 6'-4" 4'-0" 6'-0" 3,_24„ 8,_1 „ _ 37'-0" j _ s 9'-7j" Ln SIDE 7 5'-6' 5'-0" XAL. o PO CH _\0601 �o�o 2446 2 42 4 10 J 2 46 2 42 2 42 2 TEP E P STONE ALL STONE WALLARCHITECT - - J E- - - - — ?s s r p� - - 1 I —I r o 05-° ® ® ® �� � (J1 I w - - COMMERCIAL ��®N w !o REVISIONS D E S C R I P T I O N x U_ x =I 6'-10" -0" 42'-0" r+� 16'-0" x 1 23'-8" 8'-8" N - = I X O P x _4„ o �' KITCHEN ® � I ®AA o oI = I m° . CATHEDRAL O I IX o f MUD Z= 01 _m CEILINGS =m I O O j O' o �� D I O�° -1� N I Roo a _ I N n �� I LAUNDRY 3 0� — M a W DW SCREENED IN WINE SII _ J PANTRYDo -�—! � REF. 1 PORCHv 12'-0. 4'-a" N = GARAGE — No m N No _ , ISLAND _ H I 125 CFM EXH ST PC FA TO EXTE OR O O C_ U! '� fJ IJ I Cn INTERIOR - - - - - - - - - N - I c- I_ rn 3� U 1HR. RATED I - O I rn o o = RIDGE o I— — — �o' I 6� ® C� c o C7 �! ® � , _ o o , _ 5'-0" 2' o m Oo HEADER Z I N 5/8' TYPE X SHEETROCK o — — — — — ( cr �� m EJj - I C` POWDER rn Z , o rn N WALLS & CEILING N 01 0 I cn � BATH I o o 0 = o cn 4" POURED CONCRETE SLAB 0 C„ N �� --- -------�- N p row �, I M I m 1, 0 C m n o OVER 6 MIL. POLYETHLENE O1 X 6-0" ;IF fn I �O S(9 00\ �O O D O o - - - o o �au O O �o o m V APOR BARRIER ON WELL m CA o! ® � how I �/ I 0 PACTED POROUS FILL I o ( rn0 / 0) o _> Inr- o � w 0-0�0 � x o � °�° I o� o = A m-aI �� 1 �nrrec} hard�ired I �X 10 C)O N 1 ® - DETECTOR �-� �. (p , f-oR required. I o o D z D CARBON t �J\ O O 1 © MONOXIDE I M DETECTOR O - - - - HEADER,, - - - - - -HE-AD€R- - - - - - - - - - - - - - - 4. - WET BAR a 0 N — — — — (2)210510 x I o vrn x =:I - ? I gAx- Zm Y O TJ o I I ��� o A CLOSET I SIDE ENTRY N o u I I O O EGRESS EGRESS N o I I D z 5'-2" 4 8'-0„ 4„ 5,_2„ - ------- - - - o M 1 34 10 34 10 34 10 w o 19'-0" N i ( �3._ „ 4,_0, ' 5'_0„ EG ESS EG ESS EG ESS 8'-0" 8'-0" 5'-0" 4,_7„ -o s'-0• 7'-10" 4'-7" 14" TJI JOISTS 360 SERIES l a POOL TABLE C I r 1 I 17'-0" o o I I) ® 16" OC. a' z _ 4' 26'-0" N m-u I 0 0 o O y 57'-0" / D O CI` A � III zMx �� II II- - ul �I I � O �O Ion III o DINING <I °°^' s jjj s 0 14" TJI JOISTS 360 SERIES v z-0 I - -- - - m = III LJ ® 16" OC. o I I LLJ 2'-0" 1 1 I I o 0 0 0 1 0 I (( nn - - - - - — — — — — — — — — — — — — — — — 00 III 0mx 0-0 G) HEADER - - - - - - - - - - - - - - - - - - - - ZMx x 0) 5mx _ n x , (J / ' x Amo mo W _ r-Ln r� Ov�� >o> >o> ;u -a z DZD DZD mm r 1 Zoo 4'-10„ 0 8" 8,_0„ 0 8" 4'-10" o� D i REAR PORCH ❑ _ _ _ _ _ _ _ _ _ — � OD BALCONY ABOVE I z A a, x I o m >= o ,I 21'-0" { OV) M GREAT I Do Im FOYER I o o C� 0 f o O m Q, ROOM o I m0 z I00 � OPEN I „-. - M o o = m 0 TO L'' A II 41 m II o BELOW m 1 COVERED "I - 01 ,� FRONT I>o UP W � °gyp � UJ Ln 11M 17R o >I I o O 0 I I I I 36" HIGH OPEN RAIL PER NYS CODE Z I I n N L1 J O LL z�D� fireplace I I O J ®' m M -uo selection per owner 4' 0" to M o 0 13'-0" I I o 1 6'-0" -� I 1 C HEADER o x P = x X 1 � w o �o� o o � o O I I 0 I 7,_ r M 1 � 14" TJI oISTs 36 S RIES I I A N 0 01 16" OC N (A f K. 0) OFFICE — — _j — 0 D I I _ W m O---DETECTOR I WI CLOSET I Ew Z 0 M _ I m Ln 0 co I I 10'-3" = I T-3" I 4'-6" - v Q w Z LIVING P1 ; Go Cli 5,-°, � I o��ti ' ROOM � � �I o1 Charles M . Thomas a r c h t e c t � O�O� O� SMOKE Mi� --DETECTOR N 1 vi PO BOX 877 JAMESPORT NY 11947 (631) 727-7993 19'-2" O 1 mX>o 14" TJI JOISTS 360 SERIES ( m m-o o ® 16" OC. A �m PROJECT 1 zoo Cn I'i O m, = I 0 m;1 fireplace JRMASTER selection per owner 1 W BEDROOM _ SMOKE I Simpson Strong-Tie V o DETECTOR �6 ° HDU (CORNER HOLD DOWN) m o o N �O M (TYPICAL THROUGHOUT, SEE DETAIL II M 41 FIRST FLOOR PLAN JR MASTER BATHROOM o mo 125 CFM EXHAUS KING N FAN TO EXTERIO ' i– O BED = v SHOWER 00 DATE: 4/21/23 v PROJECT No. 11'-6" CA 4(D DRAWING BY. CMT X O0 = 8'-0„ rn O CHK BY. DWG No. - --'--==------ - _- --- -- - - � 7'-6" � [� P F i RST F L 0 0 R PLA N o �- - - pip -- - -- --- -- - _ O 005- 00 2 SCALE: 1/4" = 1'-0" 5 OFIO 5' 0" FIRST FLOOR: 3,686 SF 25'-3" GARAGE: 1,159 SF 0 8,_9„ = 8'-0" 13'-0" 2'-0" 3'-0" SIDE 2-° 40'-0" 115'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PU LICATION SHALL BE RESTRICTED Td TE OR MM--,iTE'FOR kICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN FART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 8'-6" 1'-6" 0'-0" 6- " 6- " 2'-6" 38'-0" _6" '-0" 3'-6„ -10" '-7" lo'-1 '_p" S 3046 3 46 EGRESS EGF ESS C12 (3),1846 S — F_ -- -- - L - - - - LINE OF 8'-0" -- ---- l l�-�J L_ 3 52 ( o ) - --- 4 4 CHIMNEY ( LINE OF WALLS BELOW TE P iX — — — — — — — — — — — — cn _ – 13'-6" l ' ARCHITECT l LINE OF SCREENED IN PORCH BEL0W l — \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE E 0 F 15'-10" I 9'-6" rn LINE E 00 F 4' II \ I BATHROOM N s 125 CFM EXHAUST X xl \ I FAN TO EXTERIOR QUEEN ® O I \ \ I N BED - M REVISIONS D E S C R I P T 1 0 N \ \ �0 CLOSET - - - --- o m IineofW-1„ cm) 41 (00 M f I Ir \ \ 0 6,�o N BEDROOM 4 KE 0 I I I m \ I N - J OS "-DETECTOR N N ,r`'., I om \ I 1- 00 o CEILING 10'-0' LQ �? O RIDGE — — — — — — — — — — — — — — — — — ridge o Do N I °s Z ( I r / 36" HIGH OP-N DN. 0D"� ° REC ROOM it pply O N Cal(,a o0 W BEDROOM 3 o' I RAIL PER NYS r,ODE 6 KE n I I 0 / i O --DETO-DETECTOR 44- _ = I ZE / I O = SMOKE O W M I I / line of 8'-1" 1 O _ —MONOXIDE �I CARBON ° oO �) O� -DETECTOR �'A r- I / - - - - - - - - - - - - - - - - - - - - - - - - - - `0 DETECTOR ti ti O CEILING IO'-D' �O CEILING 10'-0' CLOSET I I I I LIN. - - - N --------- ---- - / CLOSET o f O N C7 / / I (2)C12 2X10 CEILING JOIST a? 00 / I ® 16" OC. QUEEN Z I p I BED c_ .p- / I 1 o 0 LINE OF °1° m r cm: I LINE OF LLINE 0— - DO oF 04'-0' r z zE WALL Im � I - c z01 O - _- - - - - - - - - 0 O A � o o � 11 I 0.0 12 rT1 - ----- --- - -- N I m - - J 4AIGI �° --I (3) 846 N �r BATH LINE OF ROC F BELO - J O Im `W M I W/D 5 CFM EXHAUS 2$52 3 52 2$52 LINE OF WALLS BELOW -4 z it FAN TO EXTERIOR QUEEN EGRESS EGRESS O� BED Do s a� F n� - 1- 11'-0" j r2' 0" 3'-0" 5'-0" -2" 11'-2" N I 0, s to u m O O I X_ (rI A 11'-6" -10" -0" -0" IW m OFFICE ® o o O r O 0 SMOKE Z I o O O-- DETECTOR r �OCQ �S,O i s r ISI m0 z 1'-6" 21'-4" � " BEDROOM 2 C; Oz IDI (A� o N -8" 12'-0" 2'-6" I ' I- �S PROVIDE TILED SHOWER PAN C7 N rsi WLJ 9 �O W/DRAIN 0 WASHER, SMOKE O I ml 3'—p.: p� D O —I PROVIDE TRAP PRIMER ® O --DETECTOR Irl s 0 2 DRAIN. VENT DRYER TO dj0 EXTERIOR W W L? s I I 0) O J S V / I I � - - -- ---- - 13'-2" 1M 0 0 LINEN I� CLOSET O TRAY CEILING TO 10'-0' BAL ONY m I I o O 17'-10" 4'-6" 1'-8" G, SINGLE PLYRUBBER ROOFING DO KING o I I y 0 > OVER 45# ROOF FEL ON 3/4" CDX PLYWOOD BED r r I cy 01SHEATHING. (2) X10 ACQ DJ @16"O.C. w l I `� ct O PITCH ROOF FROM RESIDENCE = r l MO I m I - -- x FOYER 0 o — m G7 � ® z N -! m > cD OPEN O O O 1 Qs r I TO N r °4 o °4 MASTER o BELOW �_ J' mW. BEDROOM " � A I I O M O z „ N O CEILING 10'-0' to N v'- � _ _ o SMOKE UP I 0 I LO O--DETECTOR O 1 R O VIP m I I 0 N —Ir _ o m g A N N 1 fireplace N 41 II —TRAY CEILING TO 10'-0' selectio�er owner C1 1 '-0„ r Z I I rn I I 0 N 0I I _n = o > r- SMOKE 0 1 LIN "->0 S DETECTOR = r I I o O CARBON C DETECTOR N DO O `L 4'-0" w 11'-8" z o mN am FF - Co R L NENIT N MASTER �� �� L„ N I ( E0, a ,O 11 1 ( I IN .�O j r rn v A o BATHROOM I� N O N I CLOSET �t` ® O Imi ? I z ® n 125 CFM EXHAUST � C7 m rn FAN TO EXTERIOR C L = _ _ _ = J �� BEDROOM 1 ISI 7 o _ °D I' p P.D. 2 70 -p0 C4 " _ SMOKE J O G) Irl �I m0 O I c DETECTORtri? ; O O N 5'-0" 10'-6" 0 1° I W UL - - I:E Charles M . Thomas - - - - - BAT II Ui W I 1 5 CFM EXHAUST QUEEN I I a Q r co AN TO EXTERIOR BED ' G "' �R NY 11947 (631) 727-7993 N'= LO '0 CLOSET IOC PO BOX 877 JAMESPORT, J �c) DRESSING o I 13'-8" m ROOM O "o N _ (T 0'-6 5'-0" 5'-6" 5'-0" Nim SHOWER SHOWER 0 -- A I- Simpson Strong-Tie CHIMNEY HDU (CORNER HOLD DOWN) 2X1 CEILING JOIST (TYPICAL THROUGHOUT, SEE DETAIL zll ® 16" 0 . oll J SECOND FLOOR PLAN � I rrl I rr m DI I mmll Imm ( IO 0000 I 00 M °°I I o CLO ET I I I I I ZE �, °� ail s I z I Im = S E C O N D F L O O R PLA N O - - ----- - - - -- DATE: 4/21 23 -4 I I � SCALE: 1/4 = 11-0' PROJECT No. / SECOND FLOOR= 2,007.6 SF O I BONUS ROOM= 1,108.9 SF CHK BY. BY. CMT I I ( WINDO I I CHK BY. L- — — — — — SEAT — — — — — — — — — DWG No. 2 4 - - - - - - - - - - [A]- --------------- '-0" 6 OF 10 10'-0 47'-0" 102'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB ICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 110-U - 16'-0" 5'-0" —4" 28'— —0" 7'-10" 3'-0" —8,. — 8., — _ '-2" Co S _4 „ 3'-3„ 35'-4 „ 8" POURED ONCRETE — — — — 8" POURED CONCRETE I — I z _ _ 00 FOUNDATION WALL ON I FO NDATION WALL ON —8" " —AREAWAY 8"X16 POURED I I. 8'X16" POURED I I I I UNEXCAVA ED - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - „9—,S CONC �T FOOTING ONCRETE FOOTING T - I W I �_ " " � I o I 4" POURED CONCRETE 0' ? _ � iLABOVER 6 IL. i d p I pa I I 200 AL. RAIN I I P�LYETHLENE VA OR o CHIMNEY — — — L. _ ( ) _ J L— BARRIER ON r�E L I DROPTOOMEET SIOABWALL I ° I - - - - 305 DH - - J 320 �i — — — — — — — — — —I — L_C9�GPE CIED�OR91L FILL— CONTINUOUS FOOTING I I i e I 001 ML. FLUSH o I ARCHITECT loo I I I I Z U 10" P.C. FOUNDATION WALL 10 HIGHDROP FOUNDATION WALL 8'-0' I z o I I o o WITH #4 BARS 48" O.C. VERTICAL & I I c m z I I REVISIONS DESCRI PT ION TO MEET SLAB - I I HORIZONTAL ON 10'X20" POURED CONTINUOUS FOOTING SLAB TO SLOPE � 'r'o I w 0 I I CONCRETE FOOTING I DN. TO DOORS > W/(2) #6 BARS CONTINUOUS I I o r-z UNEXCAVATED Z D W 4" POURED CONCRETE SLAB OVER 6 MIL. 0) I POLYETHLENE VAPOR BARRIER ON WELL r Iii COMPACTED POROUS FILL M � r Fm C. r- I I 8" POURED CONCRETE FOUNDATION I m 0 I' I - - WALL ON 8"X16" POURED oo I I �o 0 q I I UP I I CONCRETE FOOTING = ,0 17R I N 15'-4„ I 0„ I 7'-0 n cn _1 I 1'-8„ n8 zo° I ' l I I SLAB TO SLOPE A m o II 3 1/2" STANDAR STEEL I I DN. TO DOORS -I D w 0 I I PIPE COLUMN I o D o I I W m ON A 30"X30"X1 " DEEP I I I= 0 I POURED CONCRE E FOOTING. I I Z W g o I I (TYP) —0" —5" —5' - 4'-10" 24'-8" 17'-0' Ll r - - - - - - - - - -� I J ALL GIRDERS SHALL BE r — — — 14'-0" I — — — — — — SHIMMED AS REQUIRED I o IN BEAM POCKETS WITH I p I I N STEEL SHIMS (TYP) I I I I" r — — � J L__ o CII I 19'-6" -0Ll " — I I I I I ( W J I I I I z O I I I i 33'-0" 17' -0" wI 14" TJI FLOOR JOISTS I 14" TJI FLOOR JOISTS o o I I 560 SERIES ® 16" OC. c" 560 SERIES ® 16" C. I I os I o I I I .�� ALL GIRDERS SHALL BE SHIMMED vo I AS REQUIRED IN BEAM POCKETS I I O LL L — WITH STEEL SHIMS (TYP) 1 I I ! 0 i I I c I I I NOTE: ENTIRE CEILING SHALL BE I � � �= I I SHEET ROCKED WITH 1/2" TYP 'X' L k__j w I 8" 10'-4" '-0" •? J CY) UNFINISHED BASEMENT � t oz 9'-0" CEILING HEIGHT r m I I L — Ll 4" POURED CONCRETE SLAB I o I OVER 6 MIL. POLYETHLENE o L VAPOR BARRIER ON WELL a L — I i w z COMPACTED POROUS FILL m-0 I "� ' ' I I UNEXCAVATED I 0Z O 4" POURED CONCRETE SLAB OVER 6 MIL. I I 10" P.C. FOUNDATION WALL 10' HIGH m I D ( I`I IIL POLYETHLENE VAPOR BARRIER ON WELL I WITH #4 BARS 48" O.C. VERTICAL & >n C� I .AKA I I 0 I COMPACTED POROUS FILL _ Y o HORIZONTAL ON 10"X20" POURED I 0 m O c 0 CONCRETE FOOTING I o y� m I I A C 8" POURED CONCRETE FOUNDATIONW/(2) #6 BARS CONTINUOUS t z X71 ' m z WALL ON 8'X16" POURED I I I I D M 0 O CONCRETE FOOTING ( I I -DZ x I f _ s 17R I tm UP o oAF1 D I I a= W < I— cn I I W o I — —1— I I to A D D I I cn to o o N I — — — — — (2) 14�' ML FLUSH — — — I -36" HIGH OPEN RAIL PER NYS CODE - 4-1 3 4" X 14" I r-0 o m-I I I Ln n -0m L J mm I � ! c -r I I � I = v0" I - - - - 00 i I I - - I I I I I � = 0 4'-0" — — — — — — I CHIMNEY � � •® - - - - - I - - - - � I 4-1 3/4" 14„ I L_ _ J MICROLAM G RDER L_ _ J I _0 I r 0 <z m $„ —4" 0" 17'-6' - 0 23'-10„ 0„ 4„ $„ o v 0 3 1/2" STANDARD STEEL PIPE'i'" ON AC300'X30"X15" DEEP LUMNI I v l POURED CONCRETE FOOTING. I I o or- o I rn co z L 14" TA FLOOR JOISTS 14" TA FLOOR JOISTS I I ITL� — 560 SERIES ® 16" OC. I 560 SERIES ® 16" C. I I 1 01 o rn z� I Charles M . Thomamos F_ I � � I I a r c h i t e c t NY 11947 631 727-7993 I I I I I ( v I I Z I I PO BOX 877 JAMESPORT, ( ) L_ - - _ - - - - - _ — �AT —(2) 1 ,. MLFLUSH —_ - - PROJECT - - - - - J I I I I o CHIMNEY �� — — — — — $" 7'-4" 0" I 14'-6" 15'-10" FOUNDATION PLAN ,O II 10" P.C. FOUNDATION WALL 10' HIGH o ° .M,, WITH #4 BARS 48" O.C. VERTICAL & ALL GIRDERS SHALL313E HORIZONTAL ON 10'X20" POURED SHIMMED AS REQUIREDIN I CONCRETE FOOTING BEAM POCKETS WITH 3-1 3/4" X 141EEL SHIMS (TYP) W/(2) #6 BARS CONTINUOUS ( I PROJECT No. DATE: 1 23 — #L.--FL4S ­— — — — — — — — — — — — — — — I DRAWING BY. CMT 4, UJI Ou O O FC HK Y. EGRESS r— — — —^ � DWG No. W 305 DH 3_g DA - 007- 00 N I " � ( o.. $" I �pc UNEXCAATED FOUNDATION PLAN � IAREA AY I I II 4" POURED C NCRETE 7 OF 10 SLAB OVER 6 MIL. > POLYETHLENEVAPORBARRIER CI SCALE: 1/4' = 1 -0 os L — J I COMPACTED POROUS LFILL 4'-8" 8'. 2'-0" '-0" —0" 3'-0> '-4" 10'-4j" -0" '-3A" —0" 7—0" TIIrCr nn AunAlnc Alm Annnun AAIVIAIn cnrnlrin ATInAIC Ac IIICTnIp1rAITC nr Crnlnnr Anr TIIr rvnl llclvr nnnnrnry nr TIIr AnnIIITrnT AAIn Tllrin 11c fAK+Y Milo In ATInAI CIIAII or nrCTnlnTrM Tn Tllr nnlnlAl Al CITr rnn unllnll TIIrV ulrnr Morn Anrn nrIIC`r oronnnlle'Timl no MIMI In ATInAI oV AAIV 11rTllnn uI 111,41nlr no Ill In MT Ic nnnlnnlTrn rvnrnT MV MoITT1 AI nrn111C(`InAI rnnll Tllr AnnIIITrnT TITI7 Tn TIIrPr nlll A C""CfIATf MrI/AIAI 1AlIT11 Tllr AnnIIITrnT\/ICIIAI nnAITA nT 1111 TII Tlrl/ CIIAII nnAICTI TIITr Mn111A rAnlr rinnrnlnr nr nnnrnTAnln nr Tllrcr nrCTnlnTInAIC I - 6 LI E OF -0" w " O O l t I CHIMNEY LINE OF WALLS BELOW ccN ARCHITECT IIIA \ LINE F LLNE 0 LINE OF S REENE INP RCH I ELOW 8 AT R OM d� 125 FANCF A T EXTE IOR REVISIONS D E S C R I P T I O N UEEN lq 2"X10" RR I 2"X10" RR BED F,p @ 16" O.C. @ 16" O.C. o � CLO ET @ Ll @ N oX X r " X X a) \ 07 Q) — _- 0 s O —, Q� o = o " " ` o o o BED 00 N 0 o o " � � o � �O to O rZi � � � � - OKE , CS 0 z m O ' — — Q m — — — — — . —J.1LDGL RIDGE — — Lll — — — ridge — — CA- LL z co 6" HI H OPEN N @ N 0 © N Co Q N Q N © N R L PER NYS OD-_ \ O v 0o � � X s � X , X � X X SM t 9z � X BED 00 �LU_J rn � O rn rn s O O CARBON O 1O OHO " O - - ETOECTO O l�L O " O " " DETECTOR Q N n .Z�7lu C7 L N. CLO ET `v 2"X10" RR I 2"X10" RR L -� \ CLOSET �o @ 16" O.C. @ 16" O.C. 2)C1 UEEN -(6 BED 0 Z LINE F _ 2"X10" RR 2"X10" R ' 0 7 8-0 LIN OF S REENE INP RCH ELOW / O KNEE ALL @ 16" O.C. I @ 16" 0.C. o M Cs1 NY --F SOF O o — 2<1D ROOF RAF o10 JP�� I \ I N ® 1 n" OC. BELOW -C UAIH LINE OF ROOF BEL z " CO M W p 5 CFM EXHAUST UEEN 30: 12 10: 12 1 10: 12 30: 12 � � <Itlo - - / BED j X � n 0) O OFFICE LAUN RY o N W SWOOP W SWOOP W SWOOP W SWOOP m n �7 X10 ROOF R FTERS Q N 0 SMOKE0 �6 @ 16" OCA ELOW LL --DETECTOR 80 > — m JOON NINW 213A(),bVl O 0 30412! NIVVI Ol H0n02JHl 3S213A32� 3Wb2�3 00 �6� I @ N 0 N 0 III L L >— X O 0 LLJ M 2 (3 , \ " N 0 S - K TOR ILF_� O O i wi LFA♦ V 1 J L J z TR LIN 50 LINEN C4 , O BALCONY o N � CS16 Nc F RAFTER TO WALL STUD TO BAND JOIST n ♦ y�`��- >= 4� / ® o (14) 10d x 1 1/ " FASTENER (20) 10d x 1 1/2" FASTENER _ i � 0 2"X10" RR 2"X10" RR0 J0 @ 16" O.C. Z @ 16" O.C. D MTs1 s OPEN r_ -4 D35 Z ♦ 0 M ==J TO z AS ER _ N BELOW �„ r.i @N_ B DR 0 z X C (LING 0'-0' ♦ UP C _ — A p -- EEcro 17R ° O A ♦ 0 X MTS12 ° I n C7 � ® o p .. uJ rn � LTP4 =0 LT TRAY CEILIN TO 1 '-0' 0 0 _ / IT � W D Ouprift connectors shall X m \ M -M bypass each other to o �� �� ♦ o � D10 LTP4, spacing as required for prevent cross—grain tension of band joist. / � shear. SSP spacing for uplift. J n o IN 0 0 6� `�/ DETOECTOR \ N SILL TO RIM JOIST CARBONO (� y MONOXIDE I y = (12) 8d x 1 1/2" FASTENER 1 DETECTOR `C t 0 �� CRAFTER TO WALL 0 SCALE: N.T.S. Z ID E / �P © N - NR 1 ILUo TER �6>o (NEN WI p O THROOM o `� / o N Z 125 CFM EXHAUST `O 0 FAN TO EXTERIOR ° Ridge Beam P.D. 2070 SMO E - o Charles M . Thomas 1Q� ♦ © N m ' X10' RR -I .E � 2" RR -' o rl a r C h I t e C t o ?0 16co " 0.C. B 0.C. °' o N °° ; PO BOX 877 JAMESPORT NY 1194 - 7 (631) 727 7993 FAN TO EXTERIOR BED ZJ Z ��� WI Hyl C7 RIDGE I I - n DRESSING F ° MSTA I I PROJECT ROOM 'p L X10 ROOF R FTERS RAFTER ® 16" OC. ELOW WI FSHOW w za D58 1z SHOWER V. Simpson Strong Tie N WITH CEILING COLLAR TIES @ 32" O.C. �R I CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie CHIMNEY Simpson Strong—Tie HDU (CORNER HOLD DOWN) PER RAFTER INSTALLED OVER PLYWOOD TYPICAL THROUGHOUT, SEE DETAIL RIDGE STRAP TIE AN HANGER ROOF FRAMING PLAN z ( m r ;z SCALE: N.T.S. SCALE: N.T.S. z z z z f l 2"X10" RR 0 0 0 0 2"X10" RR o @ 16" O.C. b O @ 16" O.C. ' � o o� DATE: 4/21/23 M PROJECT No. DRAWING BY. CMT R O O F F R A M I N G P L A N CHK BY. Will Ow SCALE: 1/4" = 1'-0" DWG No. S AT ❑A - 008- 00 S OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB (CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHCLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11 7/8" ML RIDGE 2"X8" CT ® 16" OC SPF ��S 12 k ; Q10 TYPICAL ROOF CONSTRUCTION A'FtCHITECT q° SHINGLE ROOFING PER SELECTION OF OWNER OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ' 2"X10" ROOF RAFTERS @ 16" O.C. 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. REVISIONS D E S C R I P T 1 0 N 5/8" GYP. BD. FINISH T. & S. 3 GOAT JOB (TYP) TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS ® 16" O.C. W/ R-49 BATT. INSULATION HALL 36" HIGH HAND RAIL PER NYS CODE TYPICAL WALL CONSTRUCTION SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 4" TJI JSTS 360 SERIES ® 16" O.0 R-21 INSULATION 5/8" GYP. BD, FINISH T. & S. 3 COAT JOB (TYP) TYPICAL FLOOR CONSTRUCTION _ 14" 360 TJI FLOOR JOISTS ® 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION M U D R 00 M R-21 INSULATION TYPICAL WALL CONSTRUCTION -36" HIGH HAND RAIL SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD STUDS ® 16" 0 PER NYS CODE LY H O.C. 11 /s" ML RIDGE R-21 INSULATION 14" TJI FL JSTS 360 SERIES ® 16" 0 " " 2"x6' ACQ SILL PLATE BASEMENT 2"X8" CT 16" OC ° ° ° ° TERMITE SHIELD, SILL SEALER, NOTE: ENTIRE CEILING SHALL BE 12 5/8" DIA. ANCHOR BOLTS Wit_T= SHEET ROCKED WITH 1/2" TYP 'X' 10D- ATT( Q10 TYPICAL ROOF CONSTRUCTION x - - - Q SHINGLE ROOFING PER SELECTION OF OWNER o 10" P.C. FOUNDATION WALL 10' HIGH I + - _ - 0 _ - - OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. WITH #4 BARS 48" O.C. VERTICAL & � T - 14" ML FLUSH 14' ML FLUSH 2"X10" ROOF RAFTERS ® 16" O.C. O � HORIZONTAL ON 10'X20" POURED Lj O 2"X10" CLG. JOIST ® 16' OC. R-49 INSUL. CONCRETE FOOTING = --. W/(2) #6 BARS CONTINUOUSGYP >- - AY CEILING TO 10'-0" T. & S. COAT 806( TYP)D. FINISH W 4" POURED CONCRETE SLAB ° ° 4 MILL VAPOR BARRIER s'-," PLATE HEIGHT TYPICAL CEILING CONSTRUCTION _- - 2" X 10" CEILING JOISTS 0 16" O Ld 7'-0" T.O. wlNDows 12 W/ R-49 BATT. INSULATION Ld 30 o BEDROOM 3 BEDROOM 4 rLU S C R 0 S S S E C T 1 O N o - - -- - - - N0i - _ 0 2 SCALE: 1/4" — 1'-0" -- -- - 0 00 11 /8„ ML RIDGE Z of n L1� o 3 TYPICAL FLOOR CONSTRUCTION 1 E - T=== w w 14" 560 TJI FLOOR JOISTS ® 16"O.C. , - - " PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION Y Y W/3/400r - ar ,,Fj 7 ARCHITECT 4 REVISIONS D E S C R I P T 1 0 N RIDGE 12 sTYPICAL ROOF CONSTRUCTION � 2 X 10 ROOF RAFTERS ® 16" O.C. SHINGLE ROOFING PER SELECTION OF OWNER �G OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. �6 2"X10" ROOF RAFTERS ® 16" O.C. O -• S SE�EOCnONI OFE EOWNER � �PF� UNFINISHED I 0o ATTIC TYPICAL CEILING CONSTRUCTION �o 2" X 10" CEILING JOISTS ® 16" O.C. W/ R-49 BATT. INSULATION TYPICAL WALL CONSTRUCTION SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2- 2 X 10 CEILING JOIST @ 16" O.C. CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. 8'-1" PLATE HEIGHT 2 X 10 CEILING JOIST ® 16" O.C. R-21 INSULATION \ 5/8" GYP. BD. FINISH-,-,' INE OF CEILING BEYOND 5/8" GYP. 8D. FINISH LINE OF CANTILEVER B YCND T. & S. 3 COAT JOB (TYP) 7'-0" T.O. WINDOWS TRAY MASTER BEDROOM T. & S. 3 COAT JOB (TYP) �--- - -— CEILING FROM 8'-0" TO _• 10'-O" TYPICAL FLOOR CONSTRUCTION 14" 360 TJI FLOOR JOISTS ® 16"O.C. o MASTER - W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION BEDROOM BALCONY R-21INSULA11ON c �. o CEILING 10'-0' 3"X3" ALUM POSTS BY 'FEENY RAIL' --- - -- 3/4" PLYWOO_ _-_ - LAG BOLT PER SPEC AND POST COVERS AS SINGLE PLY RUBBER ROOF( G RIP 2"X4" AC (3 }" TO 0") SELECTED PER OWNER RIDGE H UP 24" ON REAR WALL 36" HIGH ND �` PLYWOOD RAIL PER N S �? SINGLE PLY R BBER ROOFING � s y CODE to OVER 45# ROOF FELT RIP 2"X4" ACO (3 4" TO 0") T.O. SECOND FLOOR J"X4" DECKING (PER OWNER) —- - -— --- a - -LET IN 2"X6" ACO NAILER O HEADER FOYER ' 0 0 10'-0" PLATE HEIGHT 2X10 CEILING JOISTS ® 16' O.C. 14' 360 TO FJ ® 16' OC. W MIN. SOUND PROOF INSUL. ------- (2) 2"X10" ACO DJ ®1 "O.C. ---- f LL HEADER (UPEN HEADER T. & S/3 OAT BD. FINISH-,--,' (TYP) TECO EACH FLUSH JOIST _ T . WINDOWS BELOW CONNECTION - - - -- - 8-0' 0 _ TYPICAL WALL CONSTRUCTION (� W SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" 6"X6" COLUMN CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. o COVERED WRAPPED PER COVERED R-21 INSULATION I SELECTION OF OWNER GREATI r W FRONT BEYOND CD FRONT z PORCH 36" HIGH H D RAIL PER ROOM PORCH TYPICAL FLOOR CONSTRUCTIONTLU O NYS oDE 14" 360 TJI FLOOR JOISTS ® 16"O.C. S ow W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION R-21 INSULATION /b� S STAND OFF PLATE F. F. ELEV. 20.0' BLUE STONE PATIO 4" POURED CONCRETE SLABK —I —- -— _ - - LINE OF 48" HIGH GLASS POOL 4" POURED CONCRETE SLA 14' TJI FL JSTS 360 SERIES ® 16' OC. OVER 6 MIL. POLYETHLEL FENCE OVER 6 MIL. POLYETHLENE I__- i VAPOR BARRIER ON WELL VAPOR BARRIER ON WELL _ COMPACTED POROUS FILL O COMPACTED POROUS FILL GIRDER GIRDER GIRDER 8" P.C. FOUNDATION WALL -COMPA & FILLED COMPACT -FILLED 8" P.C. FOUNDATION WALL ON 8"X16" P.C. FOOTING ° ° / ° ° -=!'- ON 8°X16" P.C. FOOTING O Z -- 36" HIGH HAND 1 2" STANDARD STEEL PIPE i i-_ IL IL RAIL PER NYS 2'x6" ACQ SILL PLATE CODE COLUMN ON A 30"X30'X15' DEEP TERMITE SHIELD, SILL POURED CONCRETE FOOTING. (TYP) SEALp Z Lo D 5/8" DIA. ANCHOR BOLTS BASEMENT EL. 16.0' — _ — — — — — — __ O M o ®26"-0" O.C. o �j ? — — — —_ ° 0, NOTE: ENTIRE CEILING SHALL BE �, ° T EL. 15.0' O SHEET ROCKED WITH 1/2" TYP 'X' _ _ _ _ _ _ — _ _ — — — I EL. 14.0' Lo lJ( ) OIiVd 3NOlS3())2 �OOd 03SOdO8d 01 dd 3NOlS3fl 8 ,o-,OZ 0_F 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 10" P.C. FOUNDATION WALL 10' HIGH ° ° ° WITH #4 BARS 48" O.C. VERTICAL & HORIZONTAL ON 10"X20" POURED CONCRETE FOOTING W/(2) #6 BARS CONTINUOUS ('s C R 0 S S S E C T I O N 4 SCALE: 1/4" = 1'-0" Charles M . Thomas ROOF a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 -11/1a �2Y I i l (b-1-1/2Y �� -11/ty j I I 2Y i 1-1/tV 7Y I I-1 t 1/Yv� 1-1/YV-t� / WASHER( PROJECT W.C. I LAV I LAV I W.C. i LAV I LAV i I W C. I W C. I LAV ' HOUSE I SHOWER I SHOWER I I SHOWER SHOWER NB I I I I SECOND FLOOR 2 0-1-1/7 CONNECT TO APPROVED r I �T , —r �t t F.A.I.k SANITARY SYSTEM I-I/2 V '-1-1/2Y ¢-1-1/TY FRESH AIR INLET WASHER i I W.C. I LAV i LAV I LAV I W,C, qT SINK I SOWER CROSS SECTIONS FlRST FLOOR 1-I/2• r 1"1/Y 1_1/2' t-1/2' r f I-1/Y RR. CONNECT TO APPROVED P.V.C.PIPE PITCHED F.A.I.&SANITARY SYSTEIA AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM DATE: 4/21/23 PROJECT No. SCALE: N.T.S DRAWING BY. CMT CHK BY. DWG No. r10 OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB (CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - TOP PLATE FRAMING TO aCCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF RUSS TOP PLATES RAFTERS W/ GREATER L/1 80 16 A:� 4 SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS > TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALL�� IN STUD INTERIOR WALLS AND H 180 NOTCHING PROVISIONS 6d NAIL AT 24 O.C. ACCORDANCE WITH / PARTITIONS r JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBELL DIAMETER 40� z 19 EXT. WALLS W/ PLASTER OR H OF STUD DEPTH _0 WFCM SECTION 3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE /iso 5/8" MIN. TO EDGE �- 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE / 240 d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 0 1 ALL PANEL EDGES) WITH BRITTLE(b) FINISHES T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/24o — 5/8 MIN. TO EDGE FOR BLOCKING FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAIN GYPSM BOARD INSTALLED IN component and cladding lods for hte purpose of the determining BORED HOLES SHALL NOT d NAIL AT 6 O.C. deflection limits herein. w AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or pantiles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich AND SO BORED Cn panels, the total load deflection shall not exceed L/60. For sandwich panels used in roofs or walls of -7,- BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING p z OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall o N 16d NAIL AT 24" O.C. INSTALLED WFCMI TABLE 03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION w SILL PLATE JOIST % e SECTION 3. 4.3 1 .1 FI URE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4. 2.1 . 1 FIGURE 3. 3 A o` 8d NAIL AT 6" O.C. ON ALL CRAWL SPACE SUBFLOOR � FRAMING MEMB, RS AT PANEL COVERING DEAD LOAD OR BASEMENT MONOLITHIC EDGES AND 12� O.C. ON ALL NOTCHING AND BORE HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS ° FOUNDATION ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING MEMBERS NOT AT FOR INTERIOR NCNBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS ^ O pp�� ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6 O.C. JOISTS N TYPICAL WALL, FLOOR & ROOF FRAMING NON— BEARING WALLS: 602.6 CX 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) �— O a. LINEAR INTERPOLATION SHALL BE PERMITTED LTJ WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) N FOR WOOD STRUCTURAL PANELS LIF ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST CD W F A S T E N E R S P A C I N G (inches) >< SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PPLE TUD OR STUD TO STUD DETAIL i GABLE END TRUSS CIAL < 4 FEET < PANEL SPAN < PANEL SPAN T PINEC 0 TYPE — ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 1�2' SPACINGS A A R QUIRED ry VjU ALLOWS E CH SIDE N0. 8 WOOD SCREW HOLDDOWN NAILS 0 ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATION NAILS J HEADER STUDS .----FULL LENGTH5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS f— Q STUD MIN.RE o AT HA DW ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWNo TRANSFER SHEAR TYPIC!,L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) ° ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD < Z LENGHT ° ° NOTE: SIMILAR REQUI ED Co ECL R o CONNECTION AT ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W FOUNDATION. EA H SIDE R UIR WALL STUDS AND AT TOP AND z ° 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP Li 0 ° NAILS AT6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT V) 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL 10-8d NAILS O WITH 2" EMBEDMENT ENDWALL ( WFCM FIGURE 3 6 CONNECTIONS FOR OPENINGS Q 11w LENGHT T SUBFLOOR 8d NAIL AT 4" O.C.I ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I ; � FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST Of 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN �' Cn o NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. 0 1l— SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. CD ' TOP PLATE U bi d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING � PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H DIAPHRANG CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP o LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT �y H/ BUT NEED NOT ON SHEATHING JOINT USE 8-8d COMMON NAII,�S o ° EXC ED 15 FT. AX. EXCEED 40 FT. MA REQUIRED RAFTER TAILS ARE NOT EACH END OF 1 -1 /4 CD WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 015/32 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER SND 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) o ° ° CONNECTED TO z ROOF RAFTER ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS ° ° FOUNDATION CLEA � ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° G PREFERRED METHOD 20 GA. STRAP— DOUBLE �_- r STUD (MIN.) z _ 14 ) WIDE MIN. AT HARDWARE RAFTER Q W 4 HOLD DOWN 8d NAIL AT 12" O.C. ON W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT .AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARC z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM FLOOR TO FLOOR PHD5 24» RIDGE TENSION STRAP -- DETAIL CONNECTION TABLE R301 . 5 NOTES Ij N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING — EXTERIOR WALL STRAPPING SC EDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. AREA HOLDDOWN USE / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL SE b. ITRONI R802..4.1T FIORPPPLED TO ATCSCONVENTIONAL PACES MEETINCEILINGEQJOISTS AND THE RUIREMENTSIN T A B L E R 3 01 . 5 a) NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-4 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALL D IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-J a' Simpson Strong — Tie RAFTER TO STUD SIMPSON H-7 ANC OR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >_A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ FLOOR TO FLOOR SIMPSON CS-20-4 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� Z CONNECTION A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD I I c LIVE LOAD ('3 STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. U S E R 0 0 F R A FTE R RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARDc. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND I ,� * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Civ) 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS 0 EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. LU SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT CONSTRUCTION, SSTD 10-99) TABLE305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP U TABLE 3.2 FOR FOUNDATION CONNECTIONS. DECKS 40 NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR `+ NAIL PENETRATION INTO FRAMING IS ACHIEVED. * INSTALL THROUGH FIRST FLOOR SHO WOOD STRUCTURALJ WALLS.. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 SII PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 " ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2015 J 24 O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 Q LOAD REQUIREMENT. z o ® HIGH WIND EDITION) ��/ g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS ® �z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 4O ® 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ('2 C R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ��••�., MET: ;1 EXTERIOR C 0 R N E FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY ' f. o . SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND ED I TI 0 N ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE CO ECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, i RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACINGg COMMON NAILS 1 - FLOOR 5/8" ANCHOR BOLTS 39 sheet no. 1 having -- jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better practice. 4-8d PER RAFTER Wind Limitations-Section R301.2. RAFTER TO TOP PLATE TOE-NAILED 1 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2. 4 A for Wind-Born Debris ( ) to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Y CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 discrepancies must be brought to the attention of the Architect prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and Sanitation-Section R306 0 BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 equipment incorporated in the work will be new, and that all work _ P will be of good quality, free from faults and defects for a period TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety _ Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 the work in accordance with the construction documents. The 0 TOP PLATE AT INTERSECTION FACE-NAILED Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by U) STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w Guards-Section R312 and/or the building as designed without the expressed written of the HEADER TO HEADER FACE-NAILED Smoke Alarms-Section R314 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The tcontractor rcand ato all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 Compensation, etc. and 3-16d PER 2X6 STUD Insulation-Section R316 P ) general liability in an mount not C0 r_0 less than $ 5 million and automobile liabilit and damage 00 � - PER 2X8 STUD Dwelling Unit Separation-Section R317 y g Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be U0 N Protection Against Decay-Section R317 named insured on any and all policies. j FACE-NAILED 2-16d SEE NOTE 1,2 PER FOOT P 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous UJ FLOOR FRAMING Protection Against Termites-Section R318 Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BLOCKING TO SILL OR TOP PLATE TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED -16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST to be presented to the Owner at the completion of the job. /'1 Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I-- ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. LL) 0 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. V) N STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York UJ "" 8d 6EDGE 6FIELD 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / glazed and all exterior door to have insulated cores. 2-1 3/4"x11 7/8' Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. p Z P W GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and Q 30'x30'x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used a Aft Q 0 Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site U) V WALL SHEATHING " Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q All footing to be carried down to undisturbed soil contractor or local building department. STRUCTURAL PANELS STUDS SPACED UP TO 16 OC 8d 6 EDGE / 12' FIELD No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. J < Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Z Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W Fireblocking - Section R502.13. z 0 ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Uj Floor joists: see Foundation and Floor Plans, spacing as noted. 0210 2X6W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: W Q 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" �-� �••� FLOOR HEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END STRUCTURAL PANELS Wallframin and finishingshall be nailed and or screwed in accordance with GARAGE WFCM, Table 2 and SecSTUD GARAGE SILL PLATE USE: Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1' OR LESS 8d 6n EDGE / 12" FIELD 1x6 fascia, wrap - Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1 lOd 6 EDGE / 6 FIELD AlluminumVinyl vented gutt ers ts.and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrap. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Strong-Tie o 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 ofo section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE To RAFTER CONNECTION USE: AT EACH CEILING JOIST z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER II Q 1 1 /4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 4-10d X 1 1/2 U -� DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: z For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J ►► SIMPSON H-8 USE W/ONLY 5 �� �� percent slope), o � MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLAT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 © EACH JOIST p g 7" MINIMUM EMBEDMENT underla en ° U210 2X6 (EVERY STUD) STUD TO SI Ym t ATTACH T (SEE ANCH SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip °aL of PORCH (OST TO DECK USE: ) u o AT EACH DECK/PORCH JOIST ON DWGS A 3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 ALIGN WITH JOIST BELOW .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 .N 8" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: a' (14) SDS Y' X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER 6' 7" MIN EMBEDMENT o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER U N (SEE FOUN ATION PLANS A-3.1 AND ° A-3.2 FOR LOCATION) ° Ice Protection (Section R905.1.2) o (MINIMUM D UBLE STUD) ° Underlayment in High wind (Section R905.1.1) CONNECTIONS SIMSON STRONG - TI Flashing (Section R905.2.8) /I\ cn Ao, a •,I ° » » Chimney and firespaces - Chapter 10 STU Y BEARING PLATE VJ Q°b ° O eD IL O 11 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report I. • ° a USE 4-8D NAILS ACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN. •D D,Q •Q e D •° ;A •4 4,•`` 4 4,•Q 1Q I I rn D. ,o a° , , , ,. D , General Mechanical System - Chapter 13 FOR HEADER OR .}-+ „ o • 'D D . D D . D . D D o e ° e •e ° ed " ° G � Exhaust Sustem - Chapter 15Heaitn9 and cooling equipment - Chapter 14 BEAM -- ^r^ •' a y^• a o. a n• •a o °D M TS30 Duct System - Chapter 16 Z .�D' D D' DA ' o DOUCHE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie 4 C�"O. "44 ° Chimneys and Vents - Chapter 18 AC4 I- : SSP Plumbing - Part VII AT EACH POST o SEE LAN 2: 1 3/4" IMUM ° °. Q°% n o Flood Zone - 301.2.4 EDGE DISTANCE •4° a' °D o FLOOR TO FLOOR D o HEADER STA21 Simpson Strong-Tie ° ' IC. CONNECTION KING STUDS CS20 1%" COILED Y2" THREADED ROD '� U STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH L co SIMPSON STRONG - TIE STUD X 1 1 /4 t7) COIL STRAP - SIMPSON STRONG-TIE o » H2A � 2"MINIMUM CNW NUT COUPLER Cno � 16 O.C. USE 4-8D AT EACH ROOF SIDECOVER NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK 0 S LL �: . .o ®® :�:� :b DISTANCE* 12" MIN OVERLAP PER T2.5 COMPONENT '� • ' STUD TO ROOF RAFTER STHD8 Aa $Qq° .`� . :r.p�:,$; MIN EDGE SHEET No. WRAP UNDER SILL PLATE CONNECTIONrr- FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* TYPICAL STRAPPING OR CONNECTIONS. ABT EACH POST FOOTING MINIIMUMSDISTANCE EE FCHART OR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND < CANTILEVER CONDITION I RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS k' Ya