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HomeMy WebLinkAbout48216-Z SUFFocK o Town of Southold 4/4/2023 a P.O.Box 1179 0 co 53095 Main Rd oy oma ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43996 Date: 4/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1835 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-2-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/24/2022 pursuant to which Building Permit No. 48216 dated 8/26/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: second floor dormer addition and alterations to existing single-family dwelling as applied for. The certificate is issued to Wade,Jeffrey&Wade,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48216 3/20/2023 PLUMBERS CERTIFICATION DATED 3/20/2023 fl �\WiIW Schwaulg A h riz 9 gnature o�SUfFaj�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE o • 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#: 48216 Date: 8/26/2022 Permission is hereby granted to: Wade, Jeffrey 235 E 22nd St#5G New York, NY 10010 To: construct second floor dormer addition to existing single-family dwelling as applied for. At premises located at: 1835 Park Ave, Mattituck SCTM #473889 Sec/Block/Lot# 123.-2-34 Pursuant to application dated 8/24/2022 and approved by the Building Inspector. To expire on 2/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $274.40 CO-ADDITION TO DWELLING $50.00 Total: $324.40 Building Inspector OF SOUTyoI h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 hQ sean.deviina-town.southold.ny.us Southold,NY 11971-0959 cDUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffrey Wade Address: 1835 Park Ave city,Mattituck st: NY zip: 11952 Building Permit#: 48216 Section: 123 Block: 2 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Michaels Electric License No: 35472ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches g 4'LED Exit Fixtures Sump Pump Other Equipment: 8' Baseboard Electric Heat-2, Floor Heat Notes: Second Floor Inspector Signature: Date: March 20, 2023 S. Devlin-Cert Electrical Compliance Form `�ro���oF sa�Tyol�; Town Hall Annex �y Og Telephone(631)765-1802 54375 Main Road "" Fax(631)765-9502 CAI P.O.Box 1179 Q Soudiold,NY 11971-0959 OWN,�1 Jai BUILDING DE-PAkTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. g82LG t�35 `m_d` Owner: (Please print)) Plumber: �•� ��`\tel\ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum arsSignature) Sworn to before me thispb day 20S;�� CYNTHIA M. BERNER NOTARY PNGLI-SE613 Or-g E1N YORK Qualified in Suftolk CounttY/)e My Commission Expires 08-2 Notary Public, L�Gounty OF SO(/l,�o� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STR [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA [ ] CODE VIOLATION [ ] PRE C/O [ ] REN/AL REMARKS: DATE INSPECTOR oF souryO� L4 G 2,-16 * # TOWN OF SOUTHOLD BUILDING EPT. coom, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f' -rib< DATE f /;;a Z INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. ' Coum, 631-765-1802 INSPEC ON FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: r\ A vac V�ut �4c DATE INSPECTOR ? bA pFSO.l * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1STVINSULATIOWCAULKING UGH PLBG. FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��/( i 0 DATE 117 '�/ INSPECTOR pFSoUly0� 4 V 21 --- ----- --- — 11.. } TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -� I DATE 0 /9,9 INSPECTOR OF SOGTyo� - - --------- — - TOWN OF SOUTHOLD BUILDING DEPT. COUMV 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: } / DATE INSPECTOR Rim& FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) - i ------------------------------------- FOUNDATION (2ND) L 11 l�- z H ROUGH FRAMING& PLUMBING �J A On ICZ r t� INSULATION PER N.Y. STATE ENERGY CODE �1 r FINAL ADDITIONAL COMMENTS eG 0 Leo - 3 20 112..3 - e l-c c,�-r c- CA-r-4-. Uro H z x x b H �,{FFQLK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: AUG 2 4 2022 ; plications and forms must lie filled:out in thq.eir:entirety.Incgmplete'' ,applications will riot be accepted..Where the Applicant is riot the owner;.an TOUVN OFnirier's_Authoriietion fgrm(Fage 2)shal1,be.'completed : Date: OWNER ) S :OF PRO ERTY::;: � Name:Jeffrey L. Wade sum#s000-123-2-34 Project Address:1835 Park Avenue, Mattituck, NY 11952 Phone#:646-717-4420 Email.jeffwade2l2@gmail.com Mailing Address:972 Beverly Place, Lake Forest, IL 60045 CONTACT_PERSON::,... Name:Neil Koenig Mailing Address:16 Point Road, gellport, NY 11713 Phone#:631-338-7254 Email:ngkoenig@hotmail.com DESIGN.PROFESSIONAL-INFORMATIONt Name:Gary D. Cannella Associates Mailing-Address:55 Knickerbocker Avenue, Bohemia, NY 11716 Phone#:631-563-5100 Email:cannellaassoc@optonline.net ":CONTRACTOR INFORMATION:' Name:Here Comes The Sun (Neil Koenig) Mailing Address:16 Point Road, Bellport, NY 11713 Phone#:631-338-7254 Email:ngkoenig@hotmail.com DESCRIPTION.OF;PROPOSED'CONST UCTION.::.'<: .. []NewStructure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION' :. .. Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES, PROVIDE A COPY. `Check Box A4ter Readingr 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 buildings)for el necessary inspections)False'statements made herein are ;;punishable as a Class A misdemeanor pursuant to Section 210.45 of York York State,Venal.Law._ it Koenig Application Submitted By(print nj(ne): BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) .� COUNTY OF ) Neil Koenig being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Contractor (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 CAROLS J. GAGLIANO _ Notary Public, State of New York QL-) `liNo.01GA6106826 f� Q.day o -��S� ,2Suffolk County Commis PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Jeffrey L. Wade 1835 Park Avenue, Mattituck NY 11952 I, residing at Neil Koenig do hereby authorize to apply on Amyha to a To f Southold uilding Department for approval as described herein. 08/19/2022 Ow is Signature Date Jeffrey L. Wade Print Owner's Name 2 �oS�FFOI,��o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex - 54375 Main Road - PO Box 1179 v • Southold, New York 11971-0959 a0� Telephone (631) 765-1802 - FAX (631) 765-9502 J* NV4y rogerr _southoldtownny.gov — seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/8/2022 Company Name: michaels electric inc Electrician's Name: michael ostrowski License No.: 35472 Elec. email:melectric1086@gmail.com Elec. Phone No: 631-678-1110 01 request an email copy of Certificate of Compliance Elec. Address.: 7849 Ridgeview dr JOB SITE INFORMATION (All Information Required) Name: wade Address: 1835 park ave mattituck Cross Street: marratooka rd Phone No.: 631-338-7254 Bldg.Permit#: 48216 email: ngkoenig 9 hotmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): second floor addition Square Footage: 1800 Circle All That Apply: - Is job ready for inspection?: ❑ YES ❑ NO FV ugh In ❑ Final Do you need-a Temp Certificate?: 0 YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect[—]Underground❑Overhead # Underground Laterals 0 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /2 5-- P 1P E.-A- 105 0(49 0 6 p - X 521 C0 1 � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box-1 179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r rogerr _southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/8/2022 Company Name: michaels electric inc Electrician's Name: michael ostrowski License No.: 35472 Elec. email:melectric1086@gmail.com Elec. Phone No: 631-678-1110 01 request an email copy of Certificate of Compliance Elec. Address.: 7849 Ridgeview dr JOB SITE INFORMATION (All Information Required) Name: wade Address: 1835 park ave mattituck Cross Street: marratooka rd Phone No.: 631-338-7254 Bldg.Permit #: 48216 email: ngkoenig 9 hotmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): second floor addition Square Footage: . soo. Circle All That Apply: Is job ready for inspection?: F-1YES ❑ NO FVRough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I050(00 F Z( (.A PERMIT 4 Address: Switches Outlets GFI's I Surface Sconces I 1 H H's UC Lts Fans Fridge HW Exhaust ' Oven WAD Smokes I DW Mini Carbon Micro Generator Combo 1 Cooktop Transfer AC f AH r Hood Service Amps Have Used Special_ Comments 0 F FRANjaM A.SCROLL, JR. ' 1 100.00' SURVEY OF PROPERTY N 85'41'50" E SITUATE MATTITUCK D'g 41� I TOWN OF SOUTHOLD o I zg SUFFOLK COUNTY, NEW YORK A o 0 I S.C. TAX No. 1000-123-02-34 o SCALE 1„=30' 00 JULY 20, 2018 m o I j AREA = 25,000 sq. ft. + 0.574 ac. i PP LV UNAUTHORIZED AIERIMON OR ADIMMON . ' TO THE SURVEY IS A NOUTION OF SECTION 7209 OF THE NEW TORKMATE EDUCATION IAw Y'y COPIES OF 7109 SURVEY MAP NOT BFMINO �� y THE IANC SURVEYOR'S WIOO SEAL OR "4}., EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A WILD TRITE COPY. OO ,n ca Hx1 CERFIRCATS INDICNSNI W.ED HEREON RUN IS PSA ED AND OONN�v O0TMTOO STRmf \� IW+IORWM O„09 IENOMG�DbTOtR10N REDMEAN,AxD C�'3 CONTROL COVEII� h h TO THE/S90IEE5 OF THE MEN DM- 1MON.CERTFIMlIOFS ARE NOT TRANSFERABLE 1 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD,IF ANY.NOT SHOWN ARE NOT GUARANTEED. •1 AUTO PATVJ ` STANDARDS IN R TITLE SUR NRH THE NWIMPM Sr THE U FUR TITLE APPROVE' A D TABUSKED ADOPTED • 1 _ O Tw. BY THE CIMS AND APPROVED AND ADOPTED FOR SUCK USE BI THE.NEM!YIM srATE LAND fAA� TRIE AS10Q4113N.•. C € 1 STORY KI•' I ��'Y /. . Q FRAM HOUSE ��m - YYY.Z� , ;• _t $ S r �i N j `�, 1 •r 2E7• € e 24 tz.z' I 41 A '+ . Comff.msrErs ��mli_ N P I 5 CDN n O Ln I. +.' c N.Y.S.lie.No.50467 p 104.15' WA>x ; 5 es•4,s w Nathan- Taft Corwin III S, a too.00' I Land Surveyor S 85'41'50 W NEEER i IDOGE DF PAVEMENT, 1 • •• 4 A I 7IOe Surveys—Subal a.00— S7e Plans — C.MI-15.layout K AVENUE PHONE(631)727-2090 Fax(631)727-1727 • P AR I OMCE3 LOCATED AT U4VNG ADDRESS 1586 Main RoadP.O.Box 16 Jamesport,New York 11947 hroesparl.New York 11947 { 38— 90 17-11 Z,�\-\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A A A 112652735 .ter � + HERE COMES THE SUN INC 16 POINT ROAD BELLPORT NY 11713 fF.� . SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HERE COMES THE SUN INC TOWN OF SOUTHOLD 16 POINT ROAD 54375 ROUTE NY 25 BELLPORT NY 11713 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11053718-1 158707 08/15/2022 TO 08/15/2023 8/19/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1053 718-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEWYORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 218267277 ACOR" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 08/19/2022 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(s). PRODUCER CONTACT NAME: Cathy Recine Colstan &Associates Inc. P"CONI o Ext: (631)266-2800FAX 631 683-4423 512 Sunrise Highway, Suite B E-MAIL cathy@coistan.com ADDRESS: y@ West Babylon, NY 11704 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ROckln ham Insurance Company INSURED INSURER B: Here Comes the Sun Inc. INSURER C: 16 Point Road INSURER D: Bellport, NY 11713 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00004980-0 REVISION NUMBER: 6 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY RNYG308599-01 08/17/2022 08/17/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TRENTED CLAIMS-MADE 1-1OCCURPREM SESOEa occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY HAUTOS ONLY Per accident $ - $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y I N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southhold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route NY 25 Southold, NY 11971 AUTHO ED REPRESENTATIVE CR1 ©1988-2015 ACORD CORPORATION. All rights reserved. Arson 7c r�n�clnv� 'rk- Ar'nnn„......, „.t t„„„ .„„.tea,..„a_I_..F Ar`r%or% 01;-4-A ti„r01 --r1011010r)77.,♦n)•1Zn0ne Suffolk County Dept.of Labor, Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE i tw Name 4 NEIL G KOENIG I Business Name s certifies that the rer is duly licensed Here Comes The Sun Inc :he County of suffolk ' License Number:HI-66265 Rosalie Drago Issued: 02/25/2022 Commissioner Expires: 02/01/2024 - Generated by REScheck-Web Software Compliance Certificate Project 18.29 Second Floor Addition Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1835 Park ave. Gary Cannella Mattituck, NY Gary D. Cannella Associates 55 Knickerbocker Ave. Bohemia, NY 11716 631-563-5100 cannellaassoc@optonline.net 7 757 -ell ffi Compliance: 0.0%Better Than Code Maximum UA: 38 Your UA: 38 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone mus:meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 412 30.0 3.0 0.032 0.026 13 11 Wall:Wood Frame, 16"D.C. 300 21.0 0.0 0.057 0.060 15 16 Window:Vinyl Frame 33 _ 0.300 0.320 10 11 SHGC: 0.28 .D Compliance Statement: The proposed building design described 'tui a building plans,specifications, and other calculations submitted with the permit application.The propose R,S1%6e` to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply With the ma qui r is Y he REScheck Inspection Checklist. Name-Title ure '.! Date �Q 012', 0 A- Project Title: 18.29 Second Floor Addition Report date: 08/22/22 Data filename: Page 1 of 1 C11iAll Generated by REScheck-Web Software Compliance Certificate Project 18.29 Second Floor Addition Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1835 Park ave. Gary Cannella Mattituck, NY Gary D.Cannella Associates 55 Knickerbocker Ave. Bohemia, NY 11716 631-563-5100 cannellaassoc@optonline.net a ,. af,•. Compliance: 0.0%Better Than Code Maximum UA: 38 Your UA: 38 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the dA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Cavity Cont. Prop. Req. Prop.. Req Perimeter UA Ceiling: Flat Ceiling or Scissor Truss 412 30.0 3.0 0.032' 0.026 13 11 Wall: Wood Frame, 16" o.c. 300 21.0 0.0 0.057 0.060 15 16 Window:Vinyl Frame 33 (r:�c�tuireA, il-; ,_„y s 300 0.320 10 11 SHGC: 0.28 'Compliance Statement: The proposed building design described herent with tl '6'6�bl{ibd,'f g plans,specifications, and other calculations submitted with the permit application.The pro osed buiel igned:to m� t the 2018 IECC requirements in REScheck Version : REScheck-Web a to comply with th datokl �k,in the �ICheck Inspection Checklist. Name-Title ign t ='r,�y :1—' ik Date rho 0 21 0 Project Title: 18.29 Second Floor Addition Report date: 08/22/22 Data filename: Page 1 of 1 Generated by REScheck-Web Software b" Compliance Certificate Project 18.29 Second Floor Addition Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1835 Park ave. Gary Cannella Mattituck, NY Gary D. Cannella Associates 55 Knickerbocker Ave. Bohemia, NY 11716 631-563-5100 cannellaassoc@optonline.net Compliance: 0.0%Better Than Code Maximum UA: 38 Your UA: 38 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross,Area Cavity cont. Prop. Recii Prop. R&q. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 412 30.0 3.0 0.032 0.026 13 11 Wall:Wood Frame, 16" D.C. 300 21.0 ,0.0 0.057 0.060 15 16 Window:Vinyl Frame ` SHGC: 0.28 33 ,x;�4 :C 0.300 0.320 10 11 CA hl Compliance Statement. The proposed building design described h slstent ith 1�e�bal Ing plans,specifications, and other calculations submitted with the permit application.The proposed Il 1. h be eslgn t% eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda equid in EScheck Inspection Checklist. ; , LyJ 2 Z Name-Title Sign urs � r� Date r or N5,41 Project Title: 18.29 Second Floor Addition Report date: 08/22/22 Data filename: Page 1 of 1 3G'-0" (EXISTING TO REMAIN) 8'-0"(EXISTING) 3G'-0" 7'-10" REMOVE EXT'G WINDOW A5 REQ'D TO INSTALL NEW WINDOW A5 NOTED. PATCH 3'-10" 4'-0" TO MATCH. EXT'G EXT'G TW2G42 A I TW2G210 TW2G210 -- - I REMOVE MA50NKY PLATFORM X' I I'-10" 4'0" 2'-0" AND STEPS AND REBUILD D UP 1 UP WHERE SHOWN, CENTER UW o -- --- o PLATFORM ON NEW DOOR. LINE OF EXI5TIN I ¢ EXT'G EXT'G O 0 EXT'G Q I °" I I FRAME WALL 119 BEDROOM ( BATH 1/o KITCHEN 91 0 --� --- I TYPICAL CORNER N ABOVE. 18 (J 8 �, I i I HOLDOWN DETAIL `p GC TO VERIFY I i _ SEE SHEET A-3 •– u, I FWH31G1 A _ o ----- Ip \ =3 (2)2 Gil 41f z = I REF. "xG _ G I �� I- �- , I � �- p II — cii � /� I cv I i N 4> :� AC o - -- - N 3 AP R VED AS NOTED ,� o Cd 0 EXISITNG WOOD GIRDER(3-2"Z') ATE: r--� O TANK – o– Q N `,C jsG, __ccCCC?r NEW P.C. B @� cn : B.P.# �.0 �T' VER EXf G o I – E:,_? � � • r–I O REMOVE x _ BY: V v SIABIAND PORCH� o O STE PLATFORM G OORI RADIA ¢ i N it N– -7 NOTIFY' BUILDING DEPARTMENT T V] 0 v � 0 '� I p_ 5 1802 SAM -F-� ECONS TO 4 PM FOR THE Q u- $ LLOWING INSPECTIONS: U ^' N -, I I FOUNDATION. "�' @� N acv O GC TO VERIFY z , N SUNRO M li om <R. FOUNDATION - TWO REQUIRED CIS +-' N M •--+ 5N N ii FOR POURED CONCRETEEXTG ` EXT'G EXTG N 2. ROUGH - FRAMING & PLUMBING � kCELLAR v BEDROOM DINING NEW I FLT N II U; -q �p 3. INSULATION 1-1 z Q D I CL @ 10, 4. FINAL - ct) \ LIVING F/�, -_j o BE COMP ETETFOPT OON MUST "A �p _ _ cry C� M U AL CONSTRUCTION SHALL MEET 4E —]'`/) G w •~ N o '- II � N RE UIREMENTS OF THE CODES OF N :W .�S�C �1 YORK STATE. NOT RESPONSIBLE F R kn 7 G 4"," �° DE IGN OR CONSTRUCTION ERRO ELEC. j � III m c f NL. ( )2"xG" (2)2N07 �I I �. _ J --_—_-- _---- o o DN SHELF' TW2 03G TW2 03G EXT'G TW2G42 TW2G42 CV CV N cV ffXT'G \ (2) 2"x 10" 4 -31042-F8 COMPLY WITH ALL CODES DF NEW YORK STATE & TOWN C )DES 2'-0" 3'-0 2'-4" AS REQUIRED AND CONDITIO 1S OF 24'-0" u 7- (EXISTING TO REMAIN) 12-0i u (EXTGi TO REMAIN) NOTES: 24-0i u 12-0in 7-10n(RECONSTRUCT 5UNROOM) sourN�� ANNIN 'soAFD �,�(�� REMOVE EX151TNG WINDOWS AND SOI�THOLD N N Tri(, I . EXISTING WINDOWS TO BE REMOVED AND 1 ` ; REPLACED IN'-KIND WITH ANDERSEN SERIES 400 WALL AY WINDOAS W D TO HEADS LL NEW T 'STt AS-BUILT FOUNDATION PLAN AS SHOWN ON PLANS. VERIFY IN FIELD. PROPOSED FIRST FLOOR LAN BATCHITOM TC "FADER c W o SCALE: 1/4" = P-0" SCALE: 1/4" = V-0" OCCUPANCY OR u 0b USE IS UNLAWFUL THE ARCHITECT CERTIFIES THAT TO THE BEST OF "DWELLING DESIGN 15 NON-PERSCRIPTIVE brVITROUT CERTIFITATEW W FIRE BLOCKING NOTES: WIN DOW.NOTES AREA CALCULATION : HIS KNOWLEDGE, BELIEF, AND PROFESSIONAL PER THE WOOD FRAME CONSTRUCTION i 0 PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS: • WINDOWS ARE TO BE MANUFACTURE ANDERSEN JUDGEMENT, THESE PLANS ARE IN COMPLIANCE MANUAL. CUSTOM DESIGN CALCULATIONS OF OCCUPANCY � EXISTING FIRST FLOOR AREA: +/-888 SQ. FT. WITH THE REQUIREMENTS F THE 2 2 • IN CONCEALED SPACES OF STUD WALLS * PARTITIONS 5EKIE5 400 WHITE PERMA5HIELD, HIGH PERFORMANCE - Q S O 0 0 HAVE BEEN DONE BY THE ARCHITECT FOR f 5COPE OF THE PROJECT: F—I u EXISTING SECOND FLOOR AREA: +1-420 SQ. FT. RESIDENTIAL CODE of NEW YORK STATE; AND WITH I a (VERTICALLY @ CEI LING � FLOOR LEVELS; HORIZONTALLY LOW'E4'� HAVE A MIN DP 24 RATING. INSTALL ALL THESE PLANS. @ INTERVALS NOT EXCEEDING 10') UNITS AS PER MANUFACTURES SPECIFICATIONS. TOTAL EXISTING AREA: +/- 1 ,308 SQ. FT. THE 2020 ENERGY CONSERVATION CONSTRUCTION l 1 . SECOND FLOOR DORMER AT REAR. •AT ALL INTERCONNECTIONS AT SOFFITS, DROP CLG'5 ALL GLAZING TO CONFORM WITH THE REQUIREMENTS PROPOSED 2nd FLOOR ADDITION: 185 SQ. FT. CODE of NEW YORK STATE. ___, COVE CLG S. OF THE 2020 RESIDENTIAL COD`4 OF NY5 SECTION 8308. NST-RSC—T–EXfSI NG---SIl�NR00�1�'1. OC) F-iiii-I •AT CONCEALED SPACES BETWEEN STAIR STRINGERS @ T.G. = REFERS TO TEMPERED GLASS. NEW OVERALL AREA: +/- 1 ,493 SQ. FT. WOCD = REFERS TO WINDOW OPENING CONTROL DEVICE. Q� TOP AND BOTTOM OF RUN. AS PER SECTION R312 OF THE 2020 RESIDENTIAL CODE EXISTING SCREEN RM:(TO BE RECONSTRUCTED) +/- 132 SQ. FT. •AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ of NEW YORK STATE. 30-0" RETAIN STORM WATER RUNOFF CEILING AND FLOOR LEVEL W/ APPROVED MATERIAL TO EXISTING DETACHED GARAGE: +/-3 12 SQ. FT. I'-4" PURSUANT TO F THE OWN CODE. 236 RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 30'-9" (NEW DORMER TOP OF PLATE 7'-0") COMBUSTION. NOTE: ANY WINDOW WITH A SILL HEIGHT LE55 THAN 24" 3-1 I • OVER ALL GIRDERS AND BEARING WALLS. ABOVE FINISHED FLOOR AND GREATER THAN 72"ABOVE 7'-G" 7'-G" 8'-8 I/2" 7'-0 I/2" (EXTG) FINISHED GRADE SHALL HAVE A WINDOW OPENING CONTROL PLUMBER CERTIFIC� T10A; DEVICE WHICH LIMITS THE WINDOW OPENING TO 4" UNLESS TYPICAL CORNER SECOND FLOORA PROVIDE TEMP.SAFETY ON LEAD CONTENT BE =pp/ RELEASE MECMAN15M 15 OPERATED. MICHAN15M NOT TO WALL LEGEND HOEDOWN SEE DETAIL-SHEET 3 3 TW3 4G INCL0DOOR AN @ 7p"x3G" 24" 20" (2) OCG CERTIFICATE OFOCCU ) REDUCE REQUIRED CLEAR OPENING AREA REQUIRED FOR w/WOCD SHOWER,TYP. VINYL WNING w/ CD SOLDER USED!N WA CARBON MONOXIDE NOTES: EMERGENCY ESCAPE AND RESCUE. I . CARBON MONOXIDE ALARMS TO BE INSTALLED IN COMPLIANCE EXISTING TO BE �� (2)2"xG" x x " LYSYSTE/l�CAN T WITH SECTION 9 15 0'F THE 2020 FIRE CODE of NEW YORK STATE. r ' EXISTING STAIRWAY TO EXCEED 2/t p OF 1 REMOVED L—_---__--J 72"x3 REMAIN, TYP. LAD cV 2. NO BEDROOM DOOR TO BE MORE THAN I G FROM A CARBON o I -4 G 9-10 4 - 4 13-3 G N o RENOVATED N MONOXIDE ALARM. EXISTING TO � o o 0 o cy 00 3. A CARBON MONOXIDE DECTECTOR TO BE INSTALLED ON EVERY REMAIN Q FAMILY ROOM T-0"HIGH REMOVE EXISTING -0"HIGH NEW REVERSE GA13LE @ CEILING DOOR,NEW WOOD CEILING STORY WITH A CARBON MONOXIDE SOURCE, RENOVATED WALL . - --M.BATH _ FRAME -----------� -o a cV CV REMOVE EXISTING NEW 48" 51NK,CAP EXT'G HANDRAIL — — — — > # C, RENOVATED z z VANITY PLUMBING -- TO REMAIN A PLUMBIivQ ViASt MASTER REMOVE EXISTING I I i WATER'L1NEs NEED: . 0 �I 0 7 0 I SKYLIGHT. INFILL L—.J i DN t SING s�FO(3f.COVERT 'a NOTE: ARCHITECT HAS ASSUMED THAT ALL EXISTING FOOTINGS ARE 8 BEDROOM CEILING STRUCTURAL NOTE: OPENING TO L I O 0 X I G" CONTINUOUS CONCRETE FOOTINGS THAT ARE DEARING ON 2000 THE STRUCTURAL FRAMEWORK OF THE EXISTING DWELLING HAS BEEN REVIEWED b o \ MATCH EXISTING SD CO o I a ,o EA PSF DEARING SOIL. IT SHALL DE THE RESPONSIBILITY OF THE OWNER INSOFAR AS VISIBLE FRAMING MEMBERS. MODIFICATIONS TO THE EXISTING N N SD N ELECTRICAL AND / OR CONTRACTOR TO VERIFY THE 501L DEARING CAPACITY AND SYSTEM REQUIRED TO CARRY THE LOADS IMPOSED BY THE ADDITIONS) ARE ---------------------- ----------- ` ------ �--------------- ----- IE'�SP CTt0N REOUIRED p,., EXISTING FOOTING CONDITIONS BEFORE STARTING WORK. IT SHALL BE REFLECTED IN THESE PLANS. THE CONTRACTOR 15 INSTRUCTED TO NOTIFY THE T THE RESPONSIBILITY OF SAME TO REPORT TO THE ARCHITECT IN ARCHITECT QF ANY UNSEEN CONDITIONS MADE VISIBLE BY THE CONSTRUCTIONREMOVE EXISTING i i CLO EXT'G WRITING BEFORE STARTING THE WORK, WHEN ACTUAL FIELD WHICH ARE CONTRARY TO THAT SHOWN HERE-IN OR WHICH ARE STRUCTURALLY ,L, WALL DOOR I QUESTIONABLE. THE CONTRACTOR 15 FURTHER INSTRUCTED TO VERIFY THE o o i ±3'-l0"HI �, o ±3'-l0"HI I date: 8.6.18 CONDITIONS VARY FROM THE ARCHITECTS ASSUMED DE51GN CRITERIA. CONFIGURATION (DEPTH AND SIZE) OF THE FOUNDATION AS SHOWN ON THESE 8 9 I I � n ,All ekte 'or lighting prof. #: 18.29 installed) replaced or PLANS. � repaired hall conform VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC., PRIOR TO ANY I I toC pticon CONSTRUCTION. REPORT IN WRITING ANY DISCREPANCIES. ( �� I otoC ipt r172 NOTE: drwn. by: MS PROVIDE SOLID POSTS UNDER ENDS OF ALL HEADERS. SECOND FLOOR P05TS ( � PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF TO BEAR ON FLUSH FRAMING OR BE BLOCKED SOLID TO FIRST FLOOR POSTS. I I chkd. by: DK NEW AND EXISTING AREAS. FIRST FLOOR POSTS TO BEAR ON FLU5H FRAMING OR BE BLOCKED 50LID TO Blow door • GIRDER OR FOUNDATION WALL. L- - - - - - - - - - - - - - - - - - - - - MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, AL P05T IN 4" WALLS TO BE (2)2" x 4" IN G" WALLS (2) 2" x G" MIN. UNLESS and d quire NOTED OTHERWISE. A I testing equ�red. sheet no. LIGHTING, DIMENSIONS, HEIGHT ALIGMENT, ETC. MOVE V�VD "40 AND RELOCATE ANY PARTITIONS, WIRING, PLUMBING AND DUCTS, ETC. �4�{ a CA"/V �� THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REUSED. ROOF FRAMING NOTE: Ito a _ AT "LAYOVER" FRAMING, GALVANIZED METAL CONNECTORS (A35 BY Iv., A" O S OPED SECOND FLOOR PLAN SIMPSON OR EQUAL) TO BE USED WHERE RAFTERS BEAR ON FLAT PR _ NAILERS. TYPICAL. _ s� o r SCALE: 1/4" = F-0" e f- TYPICAL NEW LOW CONT. RIDGE VENT HOLD SLOPED ROOFING SHEATHING BACK FOR REMAIN AIR CONT. RIDGE VENT HOLD TBRICK CHIMNEY TO CIRCULATION,TYP. SHEATHING BACK FOR AIR TREMAIN EXT'G BRICK CHIMNEY TO CIRCULATION,TYP. RECONSTRUCTED TREMAIN SUNROOM ------------ 12 - -- - -- - -- - T.O. NEW PLATE - --- --- - - - -__-- -- _ - — 9 _ ---- - -- -=- ---_-_ - _-- EX15TI NG BOOING LINE OF NEW 2"xG"CJ @ LINE OF NEW HI FLAT CLG _ TO REMAIN, TYP. G"o.c. HI FLAT CLG @ RENOV. PORCH ------ -- _ - - @ RECONST. SUNROOM -- (R-21 BATT INSULTION) - --_ - _ __----- -- — - - - - -- --_.- - --------=---- _-- NEW REVERSE GABLE OVER DOOR - -- EPL, �- EXISITNG ROOF FRAMING (2"xG" RR @ I Oox,, 112" CDX - ----==-=— —AND ROOFING TO REMAIN PLYWD SHT'G, 15# DLG, FELT, @ MG SUNROOM. FROOF SHINGLES TO MATCH EXT'G) - �9 BLINDFLASHING, TYP. --- - _-- -- `- - INSTALL NEW R-21 BATT w/G" RAKE BD. IN LINE w/EXTG -- -- - �' . _--- - —- - -_ - = =_---_---- _ - --_ -- - O INSUL AT SLOPED AREAS. FASCIA, TYP. - T.O. SUBFLOOR T.O. SUBFLOOR T.O. PLATE T.O. PLATE - EXISTING FASCIA AND ,-� _________ __ ____ _ TO REMAIN, TYP. _____ ROpE —NEW REVERSEG BLE@ _- -- - - M RAFTERS TO REMAIN T.O. EXT'G PLATED 5UNR00 OW T. .WINDDOOR, TYP. Ll @ SUNROOM EXTG CJ TO BE _ RECONSTRUCT z T.O. N WINDOW @ SUNROOM �/ '� � TYPICAL NEW EXTERIOR WALL RECONSTRUCTED REMOVED z? EXTERIOR WALLS �, - t� @ RECONSTRUCTED SUNROOM SUNROOM o AS SHOWN N CORNER BOARD, WOOD SHINGLE SIDING TO MATCH EXTG o `r I M O NEW POURED CONCRETE Q ._ REPL. REPL. (� .--i .O I o AIR INFILTRATION BARRIER SLAB AS REQ'D(w/ + LINE OF EXTG FIN. � I `n 1/2"EXT.CDX SHEATHING RADIANT HEAT)OVER 2"x 4"WOOD STUDS @ I G"OC. w/ EXISTING SLAB FLOOR @HOUSE - NE AZEK TRIM BD. Uj 0 (2)2'x 4"TOP PLATES °Q ;f, _ _ _ - _ _ - _ _ - _ _ - _ _ - = I" - • O p T.O. EXTG SUBFLOOR _- - -- _ _ - _ + T,O, SUBFL00 HOUSE T,O.SUBFLOOR EXTG - - - - - AR UND TYP. O En AND 2"x 4"5HOE, N - - - - - - N - - -- - _- _ _ _ - _ - - - - - - -- � _ � (/] U � O � T.O NEN/SLAB -_ -- - ----- - ao T.O. NEW SLAB SUNROOM R-15 INSULATION, ; .. • .. . . . . : _. . , T_.0. EXTG SLAB -- @ SUNROOM ' ' --- - _ _ - - - -- - - ---- = N CULTURE STONE BAND '�' �'' T.O. CONC, T.O. EW SLAB a�SUNROOM c� 1/2"G.W.B. SUNROOM EW cn .,4 4) M •. CONT, NEW TREATED 2"x4" EXT'G SLAB TO 'G w/STONE CAP TYP, � v O NEW CULTURE STONE BAND PLATE,SECURED TO EXTG MAIN -ffPG FOUNDATION NEW CULTURED STONE L EXISTING DECOR. CONC. FDN U O EXISTING DECOR. CONC, FDN � .fl ,� � w/STONE CAP,TYP. w x (TO BE VERIFIED) WALL TO REMAIN @ RECONST. REMOVE EXISTING MASONRY NEW BAY NEW DECORATIVE WALL TO REMAIN @ RECONST. � os m Q EXPANSION BOLTS w/2"x2" SUNROOM PLATFORM AND STEP AND WINDOW COPPER-TONE ROOF SUNROOM �+ 5Q.WASHER @ G'o,c., REBUILD NEW 3G"x 48" HOLD 12"OFF EACH EXTG SCREEN ROOM RECONSTRUCTION DECOR. SUPPORT OVER NEW BAY 0 CORNER AND 6"-12"OFF MA5ONRY PLATFORM AND p BRACKETS, TYP. WINDOW STEP. CENTER PLATFORM ON v� O EACH END OF PLATES. 1 NEW DOOR. SECTION THRU EXT'G SUNROOM PROPOSED RIGHT SIDE ELEVATION PROPOSED FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" NOTE: W.O.C.D.= WINDOW OPENING CONTROL TYPICAL NEW LOW DEVICE. REFER TO WINDOW NOTE TYPICAL NEW LOW SLOPED ROOFING SLOPED ROOFING CONT, RIDGE VENT HOLD SHEET A-I \ NEW DORMER SHEATHING BACK FOR AIR v CONT. RIDGE VENT HOLD CIRCULATION,TYP. NEW DECORATIVE SHUTTERS SHEATHING BACK FOR AIR O RECONSTRUCTED SUNROOM TO MATCH EXISTING CIRCULATION,TYP. W rte, - - � � ✓� - -- - --- - - - ---- ------ T.O. NEW PLATE EXISTING ROOFING TO -�- - REMAIN,TYP. F-+ � I BLIND FLASHING, .. 1 � 0 o Ep,-Er-L. uj I- NEW REVIR51- GABLE- MATCH OVER DOOR wG" RAKE - - --_ _- - WOCD WOCD - WOCD = TO BD. IN LINE w/EXT'G 4.0. SUBFLOOR, FASCIA, TYP. --- L T.0. 5UBFLOOR _ [-I __ _ _ __ - - - --- -- -Hill -_ _�L IL JIJ _ T _ -- - _ T.O. PLATE EXISTING FASCIA - - - - - TO REMAIN,TYP. NEW SHINGLE -- 1 z SIDING w/ CORNER BD REPL. _REPL. TO MATCH = LREPL. REPL. I -REPL. 7 REMOVE EXISTING MASONRY PLATFORM AND STEP AND REBUILD NEW 3G"x 45" - _ - ' _ T.O. SUBFLOOR _ T.O. SUBFLOOR MASONRY PLATFORM AND _ T.O. CONC. 4" VTR 5TEP. CENTER PLATFORM ON - �-- EXT'G EXTG NEW DOOR. EXTG EXT'G cNv RENOV. NEW CULTURED STONE EXISTING DECOR. CONC. FDN REMOVE EXTG WINDOW A5 O N WALL TO REMAIN @ RECONST. 2" -- M. BATH SUNROOM REQ'D TO INSTALL NEW SMALLER 00 T --- WINDOW. PATCH TO MATCH. u 2" j2" �2" w I j WC. L�v S�wR 2;.r PROPOSED LEFT ELEVATION PROPOSED REAR SIDE ELEVATION W SECOND FLOOR O O SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" 3" r ---------------------------------------------------------------- ---- - --- Ic.o. � I"I V NORTH NOTE: 2' I I ALL ROOF OBSTRUCTIONS SUCH AS CHIMNEYS,HVAC EQUIPMENT, IT.,., VENTS,FANS,AND PIPES SHALLBE PLACED AS CL05E AS PRACTICAL TO THE RIDGE OR GUTTER,AND AT THE NORTHERN w PORTION OF THE RESIDENCE 50 THAT SHADOWS FROM THE ? OBSTRUCTIONS WILL NOT BE CAST OVER THE FUTURE i-� I \; / I PHOTOVOLTAIC SYSTEM.NO OBSTRUCTIONS IN AREAS w DESIGNATED FOR FUTURE SOLAR INSTALIATION. \: FIRST FLOOR I � THE MAIN ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED TIE INTO AN EXISTING I I I SPACE TO ALLOW INSTALLATION OF A DUAL POLE CICUIT BREAKER date: 8.6.18 APPROVED I I I FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE proj. #: 18.29 SANITARY SEPTIC I c'O' LABELED"FOR FUTURE SOLAR ELECTRIC". THE RESERVED SPACE P SYSTEM I SHALL BE POSITIONED AT THE OPP051TE(LOAD)END FROM THE i INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, 4 I I � I PLUMBING RISER DIAGRAM —__ _____ ____________ __ J PROVIDE A 6'-0"WIDE x 8-0' HIGH CLEAR AREA OF 1' 1,. EXTERIOR 51DEWALL DESIGNATED FOR FUTURE Chkd. U DK 1 INSTALLATION OF SOLAR INVERTER EQUIPMENT.THE Y' SCALE. NT S CLEAR AREA SHALL NOT BE LOCATED ON THE SOUTH FACING 51DE OfPLUMBING NOTES: ROOF PLAN (solar ready) 50A -READY TERE5IDENCE. SOLAR-READY NOTE: I. SANITARY DRAINAGE,WASTE,AND VENT SYSTEM TO BE IN F A PERMANENT CERTIFICATE,INDICATING THE ��•Q a p ACCORDANCE WITH CHAPTERS 30 AND 31 OF THE SCALE: 1/8"=1'-0" 0 sheet no. 2020 RESIDENTIAL CODE of NEW YORK STATE, 50LAR-READY ZONE,SHALL BE POSTED NEAR THE 0, CAtV 2. VENT PIPES SHALL TERMINATE MINIMUM 6"ABOVE THE ELECTRICAL DISTRIBUTION PANEL,WATER HEATER OROTHER CONSPICUOUS LOCATION BY THE BUILDER. lU Q ROOF. A5 PER APPENDIX T SECTION T 103 OF THE 2020 RESIDENTIAL tr �' 3. ANY TRANSITIONS IN VENT DIAMETER TO OCCUR NOT LESS THAN 12"INSIDE THE THERMAL ENVELOPE. CODE OF VEW YORK STATE, ROOFS HAVING AN AGGREGATE 4. ALL PIPING SHALL BE SUPPORTED. AREA OF 600 SQ.FT. OR MORE, WITHIN 110 DEGREES AND *� 270 DEGREES OF TRUE NORTH, MUST BE MADE SOLAR-READY A�2 AND 5HAL COMPLY WITH SECTIONS T 103.2 THRU T 103. 10, AND SHALL HAVE A MINIMUM SOLAR READY AREA OF 300 SQ.FT. '�� / ASPHALT ROOF SHINGLE NOTE I. ALL WORK TO CONFORM TO THE! 2020 RESIDENTIAL CODE OF NEW YORK STATE EGRESS WINDOW SCHEDULE CODE ANALYS I5 AND LOCAL BUILDING CODES. 1 . ASPHALT SHINGLES SHALL HAVE SELF- SEAL STRIPS OR BE 2. ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. (ALL SLEEPING ROOMS) INTERLOCKING, AND COMPLY WITH ASTM D 225 OR D 3462. 3. ELECTRIC IS TO CONFORM TO LOCAL, N.E.C., AND UNDERWRITERS REQUIREMENTS. 1 12. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, NEW LOW SLOPED ROOFING 4. CONCRETE 15 TO BE 3000 P51 MIN. CONCRETE FOR PORCHES, GARAGE 5LAB5 FIRST FLOOR REQ'D CLEAR OPENING PROVIDED (51.) OCCUPANCY: RESIDENTIAL MINERAL SURFACED ROLL EXP05ED STEPS TO BE 3500 P51. ALL CONCRETE EXCEPT BA5EMENT SLABS TO STAINLESS, ALUMINUM, OR COPPER ROOFING NAILS. MINIMUM ROOFING OVER 36"WIDE ICE BE AIR ENTRAINED. -- 5.0 5-- 12 GAGE 5HANKED WITH A MINIMUM 3/8 INCH DIAMETER HEAD, REFERENCE STANDARDS: SHIELD UNDERLAYMENT,15# 5. DESIGN IS BASED UPON A PRESUMPTIVE 501L LOAD-BEARING VALUE OF 2000 P5F OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AS PER TABLE 401.4.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ADDITION ONLY 2020 RESIDENTIAL CODEBLDG AND SHEATHING. of NEW YORK STATE . FELT,OVER I/2"CDX CONT. RIDGE VENT HOLD G. DOUBLE FRAME AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS AND SECOND FLOOR PLYWD SHEATHING OVER SHEATHING BACK FOR AIR BATHTUBS. MASTER BEDROOM 1 5.7 5.70 3. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT CLIMATE ZONE: 4ARAFTER5 AS NQTED CIRCULATION,TYP.7. NOTIFY ARCHITECT OF ALL CHANGES. THE ARCHITECT SHALL NOT BE LE55 THAN 51X FA5TENER5 PER STRIP SHINGLE OR TWO FASTENERS DEGREE DAYS : 5750 CONT. ALUM DRIP EDGE,TYP. 3'-0" 2"x 6"RR MIN EXISTING TO REMAIN RE5PON51BLE FOR ANY CHANGES WITHOUT NOTIFICATION. PER INDIVIDUAL SHINGLE. @ I6" 8. DO NOT SCALE THE DRAWINGS. DESIGN LIVE LOADS I E5f11ELD, 4. ROOF COVERING MATERIALS ( SHINGLES) SHALL BE DELIVERED IN 6"FASCIA BD., OF DECKS 40 PSF 9. ALL FRAMING LUMBER(JOISTS, RAFTERS, HEADERS, GIRDERS, AND STUDS)TO BE NOTE: AT LEAST ONE WINDOW IN EVERY BEDROOM VENTED VINYL SOFFIT,TYP. PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS. EXTERIOR BALCONIES 60 PSF DOUG-FIR No. 2 OR BETTER. TO BE EGRE55ABLE A5 PER THE FOLLOWING: 5. ANY ROOF WITH A SLOPE OF 4: 12 OR LE55 TO RECIEVE DOUBLE T.O. NEN/PLATE - - - - _ 10. HANGERS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING ATTICS 20 PSF(LIMITED 570RAGE) TYPICAL NEW EXTERIOR WALL y CONDITIONS. 1. MINIMUM NET CLEAR OPENING WIDTH 20". UNDERL.AYMENT. EXISTING TO REMAIN 1 1 . PREFABRICATED FIREPLACES AND FLUES TO BE U.L. APPROVED. 2. MINIMUM NET CLEAR OPENING HEIGHT 24"• NEW DORMER 2"x 6"CJ @ 16" 12. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. ROOMS OTHER THAN @ 12 W/R-30c WITH ALL MUNICIPAL AND STATE REQUIREMENTS. 4. MINIMUM CLEAR OPENING AREA 5.7 SQ. FT.. SAFETY GLASS REQUIREMENTS SLEEPING ROOMS 40 PSF WOOD SHINGLE 51DING TO MATCH EXTG (8.5),BA77 �G 9 INSUL. AND,I'/2-RIGID N 13. EXHAUST FANS TO BE 50 cfm MIN., VENTED TO EXTERIOR. (5.0 SQUARE FEET AT GRADE FLOOR OPENINGS) SAFETY GLAZING REQUIRED AT THE FOLLOWING LOCATIONS: � AIR INFILTRATION BARRIER INSUL. ( 3)TO RENOVATED o 14. ALL RAILINGS, INTERIOR AND EXTERIOR TO HAVE BALUSTERS TO BE SLEEPING ROOMS 30 PSF I/2 EXT. CDX SHEATHING [� I. ANY GLAZING IN ANY TYPE OF DOOR. UNDE�SI IOf CJ BEDROOM � 5PACED SO AS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR MORE 2"x 6"WOOD 5TUD5 @ 16"OC. W/ '"'' IN DIAMETER. NEW W MPHOW AND GLA55 BASIC WIND SPEED, R 5TORM N ONE MILE PROTECTION: 2 SAUNA, IN ANY WALL[N LO51NG A TUB,SHOWER, STAIRS 40 PSF (2)2"x 6"TOP PLATES AND 2"x 6"SHOE, I "-� M 15. WALL AND CEILING FINISHES TO HAVE: HDU5 I INE OF EXISTING EXTG FLOOR 03 �,kn SHORELINE). 3. ANY WINDOW WITHIN 2'OF A DOOR. ` HANDRAIL5 200# R-21 INSULATION, TO BE REMOVED FLAME SPREAD RATING < 200 HOLDOWN 4. ANY INDIVIDUAL PANE OF GLA55 > 9.0 5Q. FEET I/2"G.W.B. � �" i �� ^ ALL NEW WINDOWS AND GLASS DOORS TO BE INSTALLED PER L/� �' .--� F'' SMOKE DEVELOPED INDEk' <450 MANUF. SPECS FOR IMPACT RESISTANT WINDOWS WITHIN WHERE THE BOTTOM IS <18"ABOVE ANY FLOOR ROOF 20 PSF(GROUND SNOW LOAD) T.O. SUBFLOOR ! �' I �^ l� .. 0 16. EXPOSED INSULATION TO HAVE: WITHIN 3'OF THE WINDOW. - , cd cn �•' ONE MILE FROM SHORELINE AND SHALL MEET THE T.O. EXTG PLATE _ _ �-, FLAME SPREAD RATING <25 REQUIRE!ME'NTS OF THE LARGE M155LE`TEST OF ASTM E 1996 5. GLAZING IN WALLS OF INDOOR POOLS, HOT TUBS, BASIC WIND SPEED 128MPH 5/8" O THREAD ROD - - SMOKE DEVELOPED INDD' <450 AND ASTM E 1886. SPAS WITHIN 5'OF THE WATER. ' SPIKE NEW 2"x8"CJ EW PLYWOOD �/ �-+ 17. STEEL REINFORCING FOR CONCRETE TO HAVE MINIMUM YIELD STRENGTH G. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" OR DEAD LOADS I 0 PSF @FLOORS @ EACH EXTG CJ 5UBFLOOR TO ALIGN '�"� O c� OF 60,000 P51 (GRADE 60). HORIZONTALLY OF A WALKING SURFACE. � O CONTRACTOR TO PROVIDE:PRE-CUT 1/2"STRUCTURAL ROOF, CEILINGS � -4-4 18. ALL EXTERIOR WALLS SHEATHED WITH STRUCTURAL PANELS TO HAVE VERTICAL 7. GLAZING WITHIN 60"OF THE BOTTOM TREAD OFA (24 LONG).TYP. FLUSH w/EXISTING JOINTS OCCUR OVER WOOD STUDS HORIZONTAL JOINTS TO BE BLOCKED PLYWOOD PANELS TO COVER THE GLAZED OPENINGS(MAX. STAIRWAY IN ANY DIRECTION,WHEN THE GLA55 IS � � • 1�I � O ' SPAN 8' FOR PANELS)PRE DRILL EDGES AT 9"O.C.TO ACCEPT DEFLECTION LIMITS: /j` U r , � O WITH 1 1/2" MINIMUM THICK MATERIAL.. 2 1/2"#8 WOOD SCREWS TOP AND BOTTOM (INTO FRAMING). LE55 THAN 60"ABOVE THE TREAD. RAFTERS WITH NO FINISHED (� / EX15TING EXTERIOR WALL v PLYWOOD PANELS TO BE MARKED FOR LOCATION AND " THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE CEILING ATTACHED U 180 / _ i o UO CONSTRUCTION NOTES STORED ON SITE. OF THE GLA55 IS MORE THAN 60"ABOVE THE FLOOR. EXTG BEDROOM EXTG DINING ROOM Q U � 0 FLOORS U360 / � EXTG FLOOR EXISTING BEARING WALL '�"' it c� T...4 x '64 CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA �1 M U o T.O. EXTG SUBFLOOP. _ _____ cId u 0 ,-.4 FS GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR MEAN HDU5 HOLDOWN oj Q m SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BOURNE DESIGN WEATHERING FROST LINE TERMITE DESIGN ICE BARRIER FLOOD FREEZING ANNUAL LOAD (ULT. MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP UNDERLAYMENT HAZARDS INDEX TEMP. 20 PSF 128 NO NO NO B SEVERE 3'-0" MOD-HVY 150 YESAE-G 3610H < 1500 � ,0 a MANUAL J DESIGN CRITERIA EXTIS CELLAR TYPICAL HOLDOWN AT SECOND FLOOR ALITUDE DESIGN HEATING ELEVATION LATITUDE WINTER SUMMER CORRECTION INDOOR DESIGN TEMPERATURE TEMPERATURE SCALE: N.T.S. HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE CAP SHINGLE: OR COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER CONTINUOUS RIDGE VENT TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET BULB RANGE HUMIDITY HUMIDITY (SEE PLAN) HEATING COOLING _ 1 1/4" x 20cga STEEL A SECTION A-A -- -- -- STRAP EVERY RAFTER (8) 8d NAILS EACH END A_3 SCALE: 1/4"=1'-0" FASTENING 5 C H E D U LE CODE SECTION ENERGY NOTES W 2020 RE51 DENTIAL CODE of N .Y.5 . FIRE BLOCKING NOTES: W o WHERE RAFTERS AND STUDS PROVIDE FIREBLOCKING AT THE FOLLOWING LOCATIONS: NUMBER AND TYPE 1 . ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE ARE ALIGNED PROVIDE: ONE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING AND LOCATION MANDATORY PROVISIONS OF CHAPTER I I OF THE SIMPSON "H2M OR EQUAL • IN CONCEALED SPACES OF STUD WALLS � PARTITIONS ROOF FRAMING 2020 RESIDENTIAL CODE of N.Y.5, * WITH (RAFTER TO STUD) CONNECTOR (VERTICALLY @ CEILING * FLOOR LEVELS; HORIZONTALLY BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL 2020 E.C.C.C. of N.Y.S.. @ @ INTERVALS NOT EXCEEDING I G) (5) 8d x I I/2@ RAFTER EA. CONNECTOR • AT ALL INTERCONNECTIONS AT SOFFITS DROP CLG'S Z CEILING JOISTS TO PLATE, TOE NAILED 3-8d PER JOIST, TOE NAIL N 1 101 . 14 2. A CERTIFICATE SHALL BE PROVIDED BY THE BUILDER (2) 8d x 1 1/2@ PLATE EA. CONNECTOR CEILING JOIST, LAPS OVER PARTITIONS ` 3-1 Gd FACE NAIL AND POSTED IN THE UTILITY ROOM WHICH LISTS ALL -ROOF RAFTERS AS PER PLAN ------7 (5) 8d x 1 I/2@ STUD EA. CONNECTOR COVE CLG'S. • CEILING JOIST TO PARALLEL RAFTERS 7-I Gd FACE NAIL INSULATION R-VALUES AND FENESTRATION U-VALUES EACH RAFTER/ RIDGE •AT CONCEALED SPACES BETWEEN STAIR STRINGERS @ AND SHGC. RESULTS OF AIR-LEAKAGE TESTS CONNECTION TO BE TOP AND BOTTOM OF RUN. �--^ COLLAR TIE TO RAFTER 3-1 Od FACE NAIL INCLUDED. CERTIFICATE SHALL LIST THE TYPES AND WHERE RAFTERS AND STUDS •AT OPENINGS AROUND VENTS, PIPES AND DUCTS @ RAFTER OR ROOF TRUSS TO TOP PLATE 3-I Od (2) TOE NAILS ONE 51Df(1) OTHER 51DE EFFICIENCIES OF HEATING, COOLING, AND ARE OFFSET PROVIDE CEILING AND FLOOR LEVEL W/ APPROVED MATERIAL TO M WATER HEATING SYSTEMS. SIMP50N "H2.5A" OR EQUAL WALL FRAMING (RAFTER TO TOP PLATES) RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 00 STUD TO STUD, NOT AT BRACEDWALL PANELS I Gd 24" o.c., FACE NAIL N 1102. f 3. REFER TO ATTACHED CERTIFICATE INDICATING CONNECTORS @ I G" O.C. COMBUSTION. " o.c., FACE NAIL COMPLIANCE. (5) 8d @RAFTER •OVER ALL GIRDERS AND BEARING WALLS. STUD TO STUD, AT BRACED WALL PANELS I Gd I G (5) 8d @PLATE BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER I Gd 16" o.c. ALONG EACH EOE, FACE NAIL CONTINUOS HEADER TO STUD, TOE NAILED 4-Sd TOE NAIL NII 02.4 THE BUILDING THERMAL ENVELOPE SHALL BE AND TOP PLATE TO TOP PLATE, FACE NAILED I Gd I G" o.c., FACE NAIL CONSTRUCTED TO LIMIT AIR LEAKAGE. DOUBLE: TOP PLATES SPLICE:, M1141MUM 24-INCHE5 LENGTH EACH 8-I Gd FACE NAILS EACH SIDE (TOP H8TO NAILS COMMON SIDE OF END JOINT, FACE NAIL 114 LAPPED AREA OF END JOINT -- 5. NOT USED (TOP PLATES @STUD) CONNECTOR @ 16" O.C. NAILS @ 6"O.G. BOTTOM PLATE TO FLOOR JOIST/ BAND J015T OR BLOCKING 2-1 Gd 10 o.c., FACE NAIL N 1 102.4.3 MAXIMUM AIR LEAKAGE FOR WINDOWS AND SLIDING (5) I Od x 1 1/2" NAILS IN PLATE DU5 (5) I Od x I I/2" NAILS IN STUD ED (DBL. NAIL @ BRACED WA. PANELS) DOORS = 0.30 CFM/5F WHEN TESTED IN N HOLDDOWN TOP OR BOTTOM PLATE TO STUD 4 - 8d TOE NAIL ACCORDANCE WITH AAMA/WDMA/CSA 101 . SWINGING ( ITHER SIDE) 2 -1 Gd END NAIL DOORS: MAX. AIR LEAKAGE = 0.50 CFM/SF. C52E TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2 -1 Gd FACE NAIL N 1 103. 1 . 1 ALL THERMOSTATS TO BE PROGRAMMABLE. O.C. STR Oci NAILS 2 STUD I GI X y� O.C.(I 2) I Od NAILS (24" LONG MIN.) � EXIST. C.J. N 1 103.3 5. DUCTS, AIR HANDLERS, AND FILTER BOXES TO BE N z G" FLOOR FRAMING EXIST. WALL - N SEALED. DUCTS SHALL BE PRESSURE-TESTED AS PER N JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d TOE NAIL CODE; WRITTEN RESULTS OF TEST TO BE PROVIDED. 00 RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP PLATE 8d G" o.c., TOE NAIL W BAND OR RIM JOIST TO JOIST 3-1 Gd END NAIL N 1 103.3.5 9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS TIE DOWN DETAIL TYPICAL CORNER HOLD-DOWN PLAN DETAIL__ BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d AND 32" o.c. TOP * BOT, 5TAG(EK, EACH LAYER DUCTS OR PLENUMS. - - ---- -- - - SCALE: 3/4" = I'-O" SCALE: 3/4"=1'-0" �T� a 2-20d FACE NAIL @ ENDS AND AT EACH SPLICE N I 103.4 10. ALL HOT WATER PIPES TO BE INSULATED TO R3 MIN. IL-1 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-1 Gd PER JOIST OR RAFTER, NCE NAIL LSTA 2 I (SIMPSON or EQUAL) Q BRIDGING TO BLOCKING OR JOIST 2-I Od EACH END, TOE NAIL N 1 103.5 1 1 . HEATED WATER TO BE CIRCULATED VIA AUTOMATIC (8) I Od NAILS EACH END 2"X 4" FRAMING Q A PUMP. SIMPSON H8 Z TOP PLATES- _Iu (TOP PLATES TO STUD) HDU5 PRE-DEFLECTED ) CEILING SHEATHING CONNECTOR @ I G" O.C. HOLDDOWN N 1103.6 12. NATURAL AND/OR MECHANICAL VENTILATION TO BE CRIPPLES (5) I Od x I I/2 NAILS IN PLATE (EITHER SIDE) °s oSPACING PROVIDED AS PER CODE. [� , SHEATHING TYPE FASTENER HDR (5) 1 Od x 1 112" NAILS IN STUD P.0 SLAB W/6X6 E'"'� `n EDGE5 FIELD l 10/10 W.W.M. OVER O .� 5d COOLERS 7" o.c. 10" o.c. N ! 103.7 13. HEATING AND COOLING EQUIPMENT SHALL BE SIZED w IN ACCORDANCE WITH ACCA MANUAL S BASED ON RSP4 (SIMPSON or EQUAL) 1-114"X 20 ga. STEEL EXISTING SL ,�, AB WALL SHEATHING BUILDING LOADS CALCULATED IN ACCORDANCE WITH AT EACH CRIPPLE STUD. STRAP OR EQUAL @ 16"O.C. "� a 4. a . SPACING ACCA MANUAL J OR OTHER HEATING AND COOLING KING STUD TOP AND BOTTOM RUN UNDER SILL PLATE AND " 4. a SHEATHING TYPE FASTENER METHODOLOGIES APPROVED BY AHJ. UP STUD. MINIMUM (4) 8d EDGES I NAILS EACH END lul date: 8.6.18 STRUCTURAL PANELS 8d G" o.c. 12"o.c. JACK STUDS N 1104. I 14. ALL LAMPS IN PERMANENTLY INSTALLED LIGHTING NTOOX�N�WNG CHORS EXT'G SLAB AND prOj. #' 18.29 FIXTURES SHALL BE HIGH-EFFICACY LAMPS. FLOOR SHEATHING FOUNDATION FOUNDATION WALL SHEATHING TYPE SPACING STUDS d1 Wn• by: MS FASTENER EDGES FIELD SILL PLATE STRUCTURAL PANELS 8d G" ox. 12" o.c. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, BELIEF, RIM JT5A TYPICAL CORNER HOLD-DOWN SECTION 'DET_AIL chkd. by: DK AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN SILL PLATE I SCALE: 3/4° - P-0" COMPLIANCE WITH THE 2020 ENERGY CONSERVATION ROOF SHEATHING END• • ' CS20 STRAPS,STUD TO CONSTRUCTION CODE.of N.Y.S. SILL @ EA. JACK * KING sheet no. SHEATHING TYPE LOCATION FASTENER SPACING TYPICAL HEADER OPENING STUDS (4) 1 Od NAILS @ ��a�p QqC - - - - - -- ----- - EACH END. �,� o.� �aN,y EDGES FIELD (ALLWIDTHS) N:I'.S. V�R�Ly STRUCTURAL PANEL5 INTERIOR ZONES 8d G" o.c. 12" ox. 'G" PERIMETER ZONES 8d O.C. '12" o.c. 41 Irk_ I s NOTES: 4" FOR ATTACHMENT OF ROOF SHEATHING TO GABLE RAKES A� 3 • 1 . FASTENERS REFER TO COMMON NAILS, UNLESS NOTED OTHERWISE. 3 2. REFER TO THE 2020 RESIDENTIAL CODE of N.Y.S., FOR OTHER FASTENER TYPES. 3. 1/2" GYPSUM WALLBOARD TO BE FASTENED WITH NAILS AT 8"o.c. MAXIMUM (OR PAIRS OF NAILS 2" - 2 112" APART C> 12" o.c.) OR SCREWS AT I G" o.c.