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Home My WebLink About47252-Z � zTOWN 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#: 47252 Date: 12/21/2021 Permission is hereby granted to: Mamais, Petros 20 Pembrook Dr Mineola, NY 11501 To: Legalize as-built finished basement and construct addition and alterations to existing single family dwelling as applied for and per ZBA#7555. Additional certifications may be required. At premises located at: 990 Central Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-2-16 Pursuant to application dated 11/23/2021 and approved by the Building Inspector. To expire on 6/22/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.80 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,289.60 CO-ADDITION TO DWELLING $50.00 Total: $1,764.40 Building Inspector 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 1t S:!'-A soutb ldt wngiy u Date Received .,AP%LW1- i0N FOR BUR DING _ -.tee Use Only PERMIT NO. ili€ itr_ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an B!)ILOIING Owner's Authorization form(Page 2)shall be completed. ' Date: OWNER(S)OF PROPERTY: Name:PETER MAMAIS SCTM#1000-106-2-16 Project Address:990 CENTRAL DRIVE, MATTITUCK NEW YORK 11952 Phone#:212 865-1666 Email:pete@mamais.com Mailing Address:256 WEST 124TH STREET, NEW YORK NY 10027 CONTACT PERSON: Name:ROWAN PERMIT EXPEDITING - EILEEN ROWAN Mailing Address:80 WEDGEWOOD DRIVE, CORA-M NY 11727 Phone#:631 603-8688 Email:rowanexpediting@gmail..com DESIGN PROFESSIONAL INFORMATION: Name:ROBERT HIGGINS ARCHITECT Mailing Address:50 HIDDEN ACRES PATH, WADING RIVER NY 11792 Phone#:631 208-3351 Email:rarchibob@aol.com CONTRACTOR INFORMATION: .................._. . Name:MAMAIS CONTRACTING CORP. Mailing Address:256 WEST 124TH STREET, NEW YORK NY 10027 PEone#:212 865-1666 Email:pete@mamais.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition @Alteration ❑Repair ❑Demolition Estimated s oPro' Other RAISE ROOF FOR ADD.OF ATTICISTORAGE SPACE. FRONT ENTRY R/O PORCH 35'X 8.25' j '= Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes R No 1 PROPERTY INFORMATION Existing use of property:SFD Intended use of property:SFD Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes RNo 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 Bullding zone Ordinance of the Town of SouthoW,SuffaW,county,New York and other applicable Laws,ordinances or Regulailuns,for the construction of bu addkions,alterations or for removal or demolitim as herein described.The applicant agrees to comply with all applIcableo n housing code and regulations and to admit a Inspectors on Premises and In building(s)for necessary inspections.Falx statenwnts made herein am PualgVablo as a Clan A mi - meat pursuant to Section 210.45 o w Yom State Penal law. Application Submitted By(print name): R MAMAIS ❑Authorized Agent POwner Signature of Applicant: Date: slq� STATE OF NEW YORK) SS: COUNTY OF ) PETER MAMAIS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OWNER (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 h nowledge and belief;and that the work will be performed in the manner set forth in the applicatio erewith. Swonp before me Ahis ifay of 2 - Notary Public of v P b 1 is f Nfew N°of PROPER—Y OWNEP ORZAT- N N 0, 81 7 (Where the applicant is not the owner) m k County Cern' on L �� , ��- ; 1 ., D PETER MAMAIS residing at ROWAN PERMIT EXPEDITING do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's&gnature Date re! % Print Owner's Name 2 BOARD MEMBERS Southold Town Hall Leshe KanesWeisman, Chairperson 53095 Main Road-P.O.Box 1179 A A Southold,NY 11971-0959 1 Patricia Acampora # 14 Qffice Locati.ign- Eric Dantes Town Annex/First Floor, Robert Leb-nert,Jr. 54375 Main Road(at YFan gs Avenue) Nicholas Plaparnento 0 Southold,NY 11971 h.-.p://southoldtownny.gov ZONING BOAR DI OF APPEALS OWN OF SOUTHOLD Tel,(63111)765-1809*Fax(631)76539064 FINDINGS,DELIBER-ATIONS AND DETERMINATION MEETING OF NOVEMBER 18,20211 ZBA FILE:#7555 NTAME OF APPLICANT: Petros Mamias PROPERTY ILOCA71ON: 990 Central Drive,Mattituck,NITY, SC1000®106-2-16 ONZoningBad f A I-RA DETEWMINNA I I : The oroD.peals has visited the property under consideration i Page 2,November 18,2023 #7555,Marais SCTM No. 1000-106-2-16 ETINDUN G5-OF FACTI RE tD NS FOR BOARD ACI—ION: The Zoning Board of Appeals held a public hearing on this application on November 4,2021at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surroundling neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and snakes the following findings; I. Town Law_§226-7-W3lfb . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a de�irnent to nearby properties. This applicant wishes to improve the residence by raising a portion of the roof to match the existing roof height for more attic storage and to construct a conforming covered fret porch, The applicant is staying within the existing 9.5-foot non-conforming side yard setback and the footprint of the dwelling. The new roof addition will have a gable roof as shown in the Architectural plans prepared by Robert James Higgins dated July 6, 21120, and will improve the esthetics of the residence. The existing setback is 9.4 feet where 10 feet is the code required minimum setback allowed along with the new covered ftont porch. There is no request to add more living space. The surrounding neighborhood has and is going through change with upgrades to the older homes along with new homes being built. The upgrade to this residence will have a positive impact to the neighborhood. 2. Town La 467- t3' b2 < ane benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variance. The dwelling is existing and the footprint will remain the same.The required minimum side yard setback is 10 feet and the existing setback is 9.4 feet. 3. lown lowLavy§267--_i )rb . The variance granted herein isnot mathe=atically substantial,representing 6% relief from the code.However, since the setback does not meet the required code,the variance is needed, . Town 1'.w §j -bt3ftb4 . No evidence has been submated to suggest that a variance =n this residential community Il have an adverse impact on the physical_ or environmental conditions in the neighborhood.The applicant must comply with Chapter 236 of the Town's Storni Water Managernent Code. 5. Town Law_§2atb5l The diculty has b n self-cr ted, e applicant p chased tike parcel after the Zoning Code as in efflectand it is presumed that the applicant had actual or cons active knowledge of the limitations on the use of the parcel ce1 -der the Zoning Code in effect prior to or at the time ofpurchase, 6. Town L- _ 6 -b3 Grant of the requestedaie is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an esthetic roof change and covered new front porch,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community, RESOLUTION, OF THE BOARD: In considering all of the above facers and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acarnpora, seconded by Member Dantes, and duly carried.to GRAN—Al— the vagi ace as applied for, and shown on the survey a ap prepared by Thomas Matas o, L, and dated April a,2020,and the Architectural pl s prepared by Robert James Higgins,Architect and dated July 6, 2020. Page 3,November 18,202 #7555,Mamais SCT M No. 1000-106-2-16 SUBJECT TO THE FOLLOWENG CONDITIONS- ?e ll proper pen- sits rust be obtained from &Ie Building Department 1.0 sifl a recent Stop Work Order that was issued for inside and outdoor work began without approvals, 2. A Certificate of Occupancy (C of )must be obtained for the rear outdoor shower. m tion I r l si l ea lition_ if an-livable a Prior to receiving a building permit,theowner(s)of the subject property cited herein rust sign a statement acknowledging: ae That the applicant(s)have read this determination and understand the limits of the variance relief s ted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,12 occurs during construction, or any construction undertaken in y tither way exceeds the scups of the approvals granted herein, or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to edify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXL', Section 280-141 of the Town Code. NOTE:Section 280®4 of`the Town Code defines "Demolition"as any removal of a structure ar tenon thereof her the total cost oft' reconstruction of the structure or do er eoj-exceeds 50 of the market value of the existing structure before the start of removal, This approval shall not he deemed effective until the required conditions have been mel.At the discretion the Board qfAppealsfaffure to comply with the above conditions may render this decision null and vohL That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Yhe Board reserves the r=ight to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviationfrom the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by theuildi g-Department of a building permit, and may require a new application and-public hearing before the Zoning Board of A peals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, to to r, or demolitions are not authorized under this application when involving raonconf rmities under the zoning code. This action does not authorize or condone any current orfuture use, setback r otherm feat re ofthe subjectproperty that may violate the Zoning Code, other than such es, setbacks and other_feat res as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met,- andfailure to comply therewith will render this approval tell and vapid. Pursuant to Chapter 2130-146(B)of the Code of the Town of Southold any Variance granted by the Board of Appeals shah become null and void where a Certificate of Occupancy has not been procured, NOTE-Section 280-4 of the Town Code defines "Demolition"as any removal of a structure cr onion there of where the total const of'the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the star of're oval. Page 4,November 1 ,2021 55,%IvIamais SCTMNO. 1000610662-16 and/or a subdivision Map has not been filed with the Suffolk County Clerk within three( years from the date such variance was granted, The Board ofAp may, upon writ-ten request prior to the date f expir2tion.grant an extension not consecutive one 1 year to s, Vote theBoard Ayes;Member W ' (Chairperson)Dantes,Acarnpora,Planamento_-�Wd Lchnert. axis � � d adopted ®� . Lsl es Weis-man, si o.n Approved for filing # 1 ft- 21 vte \� oMeW v, „ _ \: III:, _ \' u Mk y C:Lc�6qjrW \1 \\ PIP, lA, Alf Q Nm At \ \ Wk T Torn Hall Annex 375 In d Telephone(631)765-1802 P.fl.Box 1179 Fax(631)765-9502 Southold, NY 11971-0959 go BUILDING —NOTICETWoo T _ F C N Tt __ UC 0 CONS7 RDate: Owner: PETER ! Location ®f Property: 990 CENTRALDRIVE, !T Please take tic t (check lic bi line): New commercial or residential char Addition existing rci l or residential ructu r Rehabilitationt i till commercial or residential structure to be constructed or cr t the subject property reference abc ill utilize (check applicableline): Truss type cion ) Pre-engineered wood contrue`ole (PW) Timber construction (TC) in the following location(s) (c ck applicable line): Floor framing, including git rs and beams (F) Roof framing (R) Floor and roof framing (FR) Signatures Name (person u itti this form): ROBERT HIGGINS Capacity(check li l lice): Owner Owner representative Tnuss9 15.docx E ve 111= 015 DATE(MMIY) AiOORLY CERTIFICATE OF LIABILITY INSURANCE 3/9/20212021 THIS CERTIFICATE IS ISSUED ASA 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 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 lam: William Gorman Edwards 6 Company PHONE (631)472-8400 (631)472-6496 P O Box 428 E ,certs@edwardsandco.net 140 Greene Avenue INSURE S AFFORDING COVERAGE NAJC Sayville NY 11782 INSURER A:Harleysville Worcester Insurance Compar 26182 INSURED LNSU_REREI>Utica National Insurance Company Of Tez 43478 Ii Contracting Corp. LNsuRERc:Starstone National Insurance Company 25496 256 West 124th Street iNsuRERD:Endurance American §jip2cialty Compan 41718 INSURER E:Philadelphia Indemnity Insurance Co. 18058 New York NY 10027 INSURERF; COVERAGES CERTIFICATE NUMBER:20/21 10M Master 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. MR ADLTR, TYPE OF INSURANCE 13 BR POLICY NUMBER POLICY EFFY LJMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A CLAIMS-MADE a OCCUR DAMA GE TO e OEMISES RENTED.mm $ 100,000 X Contractual Liability NPAB66IAU 4/1/2020 4/1/2021 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEWLAf GREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY PE° FILOC PRODUCTS-COMP/OPAGG $ 4,000,000 Oit#EA' $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 _(Ea accidenl) ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS R AUTOS 5334775 4/1/2020 4/1/2021 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3 000 000 X C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000 000 DED I I RETENTION$ I794SO201ALI 4/1/2020 4/1/2021 $ WORKERS COMPENSATION P I I OTH- AND EMPLOYERS'LIABILITY STAT!ITE YIN ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 3 If yes,describe under DESCRIPTION OF OPERATIONS below E DISEASE-POLICY LIMIT $ D Excess Liability EXH30001620000 4/1/2020 4/1/2021 $2Ms$3M $2,000,000 E Excess Liability PEOB730325 7/1/2020 4/1/2021 $51+Jx$5M $5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Work performed at: 990 Central Drive, Mattituck, NY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southhold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road Southold, NY 11971 AUTHORIZED REPRESENTATIVE Kevin Rogers/DACA I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 132610617 MAMAIS CONTRACTING CORP. 256 WEST 124TH STREET NEW YORK NY 10027 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MAMAIS CONTRACTING CORP. TOWN OF SOUTHOLD 256 WEST 124TH STREET PO BOX 1179 NEW YORK NY 10027 54375 MAIN ROAD SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z1341951-0 201794 01/01/2021 TO 01/01/2022 3/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1341951-0, 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. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:822878890 U-26.3 workers! CERTIFICATE OF INSURANCE COVERAGE TTr i Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MAMAIS CONTRACTING CORP 212-865-1666 256 WEST 124TH ST NEW YORK,NY 10027 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required iicoverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 132610617 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold PO Box 1179 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Road DBL428341 Southold, NY 11971 3c.Policy effective period 12/31/2020 to 12/30/2021 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: 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 perjcrry,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 3/9/2021 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard flea Chief Executive Officer 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 Pare 1 has been checked) State of New York Workers' Compensation Boar 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 Signed By (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 benerds 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 (10-17) 1111III! 1°°11°��°°11°111°11°111°Ip111 LOS 53 ; LOZ 62 92-01 1 N �aa'aa-82 UU E ASAPPROVAL I ICE 1.3 w. y, r Arq, r 0 ° � r � LOT 95 LOT 94 LOT 93 05030 LAND � TRELLIS OVER CELLAR ENTRANCE Avw 018.3 oSto*lfR DECK o E P. o_ ' 52.1 _ p I STORY FRAME 11.3 9.4' = A/C No.990 M UMTS ,34.8' N Q PROPOSED qy Ql 12".1' 16.4' .; CDYEf�EDDRc 122' 9 ' 0 PROPOSED Q O O STEPS Q {� o U R=25.00' L=39.22" 389.71' N 86 0 00'30" YY ga oV' CEN TRA L J VE ISSUING OF A NEW'TITLE POLICY OR REDATING OF AN EXISTING THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES POLICY REFERENCING THIS SURVEY WITHOUT BENEFIT OF AN UPDATE ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE OF THIS SURVEY BY THOMAS MATARAZZO,LAND SURVEYOR SHALL THE ERECTION OF FENCES LLPOOLSRETAINLNG WAPOS PA/TOS PLANTING AREAS ADDITIONTERMINATE ANY lJABTt17Y EXPRESSED OR IMPLIED HEREON. TO STRUCTURES AND ANY OTHER CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADOTTTON TO THIS SURVEY IS A VIOLATION OF SECTION THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS 7209 OF THE NEW YORK STATE EDUCATION LAW -- OF RECORD,--IF ANY, NOT SHOWN ARE NOT CER11FIED COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. THOMAS }� 'J� N ONLY TO THE PERSON FOR WHOM THE �VEY AS PREPAD ,ANDON HIS BEHALF HEREON SHALL UTO THE RIE COMPANY GOO /ENTAL HO S /'}A AGENCY AND 4mNON0 INSTITUTION USTED HtT'LN,A*-TO THE ASS- rr THE LAND SURVEYOR INSTITUTION.CERTrFTCATIONS ARE NOT TRANSFERABLE TO ADDITIONALrNSTITUTTONs DR sJesEOUENr OWNERS. 32 SEQUOIA WAY, HOLBROOK, NY 11741 SCALE. 1"= 30' 2013 FAXIPHONE 1-631-472-0968 SURREY OF LOT 94 CERTIFIED T0: FILED MAP: CAPTAIN KIDD ESTATES FILED: JANUARY 19, 1949 MAP No. 1672 LOCATED AT. MATTITUCK TOWN OF SOUTHOLD DATE: OCTOBER 3, 2013 SUFFOLK COUNTY, NEW YORK DATE. APRIL 1, 2021 UPDATE TAX DESIG.: DIST 1000; SEC 106; BLK 2; LOT 16 FASTENING SCHEDULE / �� ✓'�� GENERAL CONSTRUCTION MOTES MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE USE LIVE DEAD 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. TABLE R302.6 LOAD LOAD NUMBER AND TYP SPACING AND ��ns as adopted by New York State May 12, 2020, DWELLING- GARAGE SEPARATION Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION �' .• Additional Code Compliance: SEPARATION MATERIAL Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING 2020 Energy Conservation Construction Code of New York State, the 2020 Building Code of New York State; Plumbing code; Ire code; Mechanical code; NOT LESS THAN TH -INCH GYPSUM OR F� M FROM THE RESIDENCE AND ATTICS Habitable attics&attics served with fixed stair 30 10 O EQUIVALENT TO THE GARAGE SIDE 4-Sd BOX (2-1/2")OR Fuel gas code; Existing building code; Property maintenance Code. Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL ALL CODES shall supercede the drawings and shall be incorporated into the FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR O drawings WHETHER they are indicated on the Plans or NOT. BOARD Fire escapes 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL STRUCTURESE S)SUPPORTING FLOOR/CEILING ASSEMBLIES CEILING JOISTS NOT ATTACHED TO PARALLEL Additions,Alterations & Renovations: shall conform with Appendix J USED FOR SEPARATION REQUIRED / IRC-R3SE NOT LESS THAN 1/2"-INCH GYPSUM BOARD Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP CEILING JOISTS ATTACHED TO PARALLEL NOT LESS THAN 1!2"INCH GYPSUM BOARD Guard in-fill components 50 4' RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions GARAGE LOCATED LESS THAN 3 FEET FROM A COLLAR TIES 4-1 Od BOX 3" OR P DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF vehicle garages 50 51-114"X ( ) FACE NAIL TO EACH RAFTER EXTERIOR WALLS THAT ARE WITHIN THIS AREA passenger g g OR 20 a RIDGE STRAP 3-10d COMMON 3" Q 3. The contractor prior to the start of construction shall verify all Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-1 Od COMMON OR 2 TOE NAILS ON ONE SIDE AND ��n^ dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE vJ SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS -� z 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Stairs 40 20 J shall be installed in accordance under latest State approved Building Codes. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAILi 1 Q Q All systems are to be designed, installed, & specified by the general contractors; HVAC, Roof 20 20-il 3-16d BOX OR 00 N electrical or plumbing sub-contractors. 2-16d COMMON END NAIL I.L._ J Electrical certificates are to be provided the electrical contractor. O W O ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING n V 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity STRUCTURAL MEMBERS DEFLECTION v of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 166 COMMON 24"O.C.FACE NAIL Q be the responsibility of the general contractor to verify the depth of all existing footings Rafters having slopes greater than 3/12 with 3.5"x 0.162" W N D P y g y p g g no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL 7 W L�L disturbed by construction. INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") L O Interior walls and partitions 16d COMMON Imo-- 6" DIAMETER -�I P H/180 1 Q BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES � (� (3-1/2"x 0.162" Where the building official determines that in-place soils with an allowable bearing capacity (,j) of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall .y - L/360 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL be determined by a soils investigation. CONSTRUCTION TYPE All other structural memebers LI240 OR 4-8d COMMON 12 TOP PLATE TO TOP PLATE l6d BOX(3-1l2"x 0.162) 16"O.C.FACE NAIL O o u / 'I", "II", "III", "IV", OR"V" Exterior walls with stucco finish H/360 Z W6. Cast-in-place concrete shall be air entrained; 5/o < 7/o total air content by volume and have /r' DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END ifl C) E."_. an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, >` Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX REFLECTIVE RED 13 JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. PANTONE#187 Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END rn LL All Concrete shall conform to the latest ACI standards j SIESMIC BRACED WALL LINE SPACING>25' 12-16d(3 112"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) V Z X Q L=span length, H=span height 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All -� 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Z n/ W J Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 REFLECTIVE �� TABLE R802.5.2 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL - L�L Min. Fb for dimensional lumber= 850 psi. WHITE FIELD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL Q e�.rjr'•� Z Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL `tel Including but no limited to: Deck Framing, Posts, Headers, Girders & Ledgers. ,'" RAFTER RAFTER GROUND SNOW:20 PSF '^ 16 3-16d BOX END NAIL vJ SLOPE SPACING TOP OR BOTTOM PLATE TO STUD 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: -► ~ ROOF SPAN 2-16d COMMON LL Z - W a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D DESIGNATION FOR STRUCTURAL 17 TOP PLATES3-10d BOX LL COMPONENTS THAT ARE OF 1/2" 12 FT 20 FT 28 FT 36 FT ,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O O O or stainless steel. TRUSS TYPE CONSTRUCTION STROKE b.) Use Copper flashing Only against ACQ Lumber Sill Plates "F" FLOOR FRAMING INCLUDING 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL C) c. All Structural connectors i.e. Simpson strong-Tie Tie or USP, etc NUMBER OF 16D COMMON NAILS 18 2-8d COMMON O Q W ) P g- GIRDERS AND BEAMS �j shall be Hot-Dipped Galvanized or Stainless Steel. 3: 12 16"O.C. 5 8 10 13 X 8) "R" ROOF FRAMING 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be "FR" FLOOR AND ROOF FRAMING 4: 12 16"O.C. 4 6 8 10 N installed in accordance with the manufacturers latest installation details, 0 Framing connectors,Allowable Hole diagrams, specifications, etc. UNDER SECTION 602 of THE BCNYS 5: 12 16"O.C. 3 5 6 8 0 0 E.N "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi �, �, 0 t o 2 o Parallam PSL Design Stress: E = 2.0, Fb= 2,900 psi, Fv= 290 psi 7: 12 is"O.C. 3 4 5 6 m Urn` _ v y o FLOOR FRAMING w•- E "Anthonyower Beams Design Stress; E =2.1, Fb = 3000 psi, Fv= 300 psi 9: 12 16"O.C. 3 4 4 5 " `° y g P P TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 c c Z ° `o-' 0 4-8d BOX �°- oa� a 000 � a� � NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL c L n P L o 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each 12. 12 16"O.C. 3 3 4 4 3-8d COMMON o= o o N , m o 0 Applicant shall provide engineered wood placard B 0.Y `o-0 "m N a`" - continuous run of treads or flight with FOUR OR MORE RISERS. PP P 9 P RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a v _V 0- 0 Y m on or adjacent to electrical meter box for field inspection. 22 PLATE ROOF APPLICATIONS ALSO 10d BOX 6"D.C.TOE NAIL iv,N 2 c o a a o c 3 Handrail Height measured above stair tread nosing, shall not be less than THIS TABLE APPLIES To CEILING JOISTS LOCATED AT THE ( ) 0 r� 0 3 r _�3. 0 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 34 inches and not more than 38inches. All Handrails shall be continuous Residential structures with Truss type construction, o o g 0 0 8 0.0 t w the full length of the stair from a point directly above the top riser of a flight Pre-Engineered Wood Construction And/or Timber Construction LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-10d BOX EACH END 0, o, CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON y c c E vi o RG_ c to a point directly above the lowest riser of the flight. Handrails adjacent to for new dwelling and/or any addition,alteration t F-g CU N o 0 >_ a wall shall have a space of not be gess than 1-1/2 inches between the wall a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 4-16d BOX 5 0 ° � o", 0 0 8, P HEEL JOINT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL ;? o a' : c E vi t 0 m shall be affixed on or adjacent to any electric box attached to the exterior H C/ H r 3 16d COMMON _ c L= E v 0 0 and the handrail. see code for exceptions. Refer to of the structure for field inspectionco U 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARINIG,FACE NAIL o c a E m o 0- 1 / 4 w Eo" Code for grip size specifications. 1 / 3 1.5 4-10d BOX r H co) of o = FL- m E 0 0 o 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 1 / 4 1.33 1 / 5 1 above the floor or grade below shall have a railing not less than 36 inches .25 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST in height. Railings shall have Top rails and Balusters and Bottom rails that are 1 / 6 1,20 3-16d COMMON z NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM g27 BUILT-UP GIRDERS AND BEAMS L by the riser, tread and bottom rail of the guard rail at the open side of a stairway STAGGERED ON OPPOSITE SIDES I"LJ are permitted to be of such a size that a 6 inch sphere cannot pass through. 4-16d BOX U) (- Open sides of stairs with a total rise of more than 30 inches above the floor or TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON W EACH JOIST OR(RAFTER,FACE NAIL _ e O W C grade below shall have guards not less than 34 inches in height measured RAFTER UPLIFT CONNECTION FROM WIND J J Z Z vertically from the nosing of the treads. 29 BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX EACH END, TOENAIL J z - RAFTER ROOF EXPOSURE C Q Q SPACING SPAN W Q O � M 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in (FEET) ULTIMATE WIND SPEED WOD STRUCTURAL PANELS,SUBFLOOR, � W accordance with R302.11 thru R302.11.2 and Draftstopping shall be 130 14o ROOF PARTICLNTERIOR WALL SHEATHING TO E BOARD WALL SHEATHING 0 FRAMING U W � � E � installed per R302.12 thru R302.12.1 ROOF PITCH ROOF PITCH zLL d Fireblocking materials R302.11.1 shall be as follows: <5:12 2:512 <5:12 a 5:12 DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS W _I W 1. Two- inch nominal lumber BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 2. 1/2" gypsum board 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 16"O.C. 18 277 259 342 322 3/8"- 1/2" 6d COMMON(SUBFLOOR,WALL) 11 with the 10 foot horizontal fireblocking in walls constructed using parallel 30 8d COMMON(ROOF) 6„ SEE NOTE A 6 rows of studs or staggered studs. 1s"O.C. 24 340 318 422 396 4. cellulose insulation installed and tested in accordance with ASTM E 119 or 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" UL 263, for the specific applications 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" 16"O.C. 36 469 438 538 547 11 0 Draftstoppping material R302.12 shall be as follows: 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" f'- In combustible construction where there is usable space both above and 16"O.C. 42 535 499 664 622 O below the concealed space of a floor-ceiling assembly, draftstops shall be is"o.c. 48 599 559 745 697 N Z installed so that the area of the concealed space does not exceed EXTERIOR WALL WOOD STRUCTURAL PANELS N Q 1,000 square feet. Draftstopping shall the concealed space into approximately TO RESIST WIND PRESSURES TABLE R602.3 (3) � equal areas.. Draftstopping shall be provided in the following locations: CO U) 6i 1. Ceiling is suspended under floor framing. WALL NAIL SPACING W 0 MINIMUM NAIL MIN WOOD WOOD 2. Floor framing is constructed of truss-type open-web or perforated members. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD W to 15. No backfill shall be placed against the foundation walls PANEL SPAN RATING THICKNESS SPACING EDGES FIELD until the first floor framing is in place or brace the foundation CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 8d COMMON NAIL „ „ (CO X ON N 1.75 INCH 24/16 1/2 16 O.C. 6 12 �j. 16. Double joists under parallel partitions and under whirlpool tubs. o WIND DESIGN SUBJECT TO DAMAGE FROM I� Double around openings in floor and roof framing. GROUND SPECIAL WIND WIND SIESMICWINTER ICE SHIELD AIR MEAN INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 WIND rM��I SNOW SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD EXPOSURE DESIGN WEATHERING LINE TERMITE 17. Metal flashing shall be installed were concrete abuts wood, (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP v and were decks abut house framing. DEPTH GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS M MODERATE THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS =LBS40 NO NO NO B B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.2 FRAMING SPACING NAILS SCREWS TO WOOD FRAMING ih��ll 18. Install joist hangers at all flush structural load bearing conditions M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (/2CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS „ Ln 24. WALL BRACING: Buildings shall be braced in accordance with 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet, WALL EITHER DIRECTION 16"O.C. 8" 16" W N section R602.10.4.2 Continuous Sheathing method. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. CEILING EITHER DIRECTION 16"O.C. 7" 12„ End conditions for braced wall lines for the continuous sheathing shall conform 5/8" WALL 6d COOLER NAILS a to Figure R602.10.7. Braced wall panel connections EITHER DIRECTION 1s"o.c, 7" 12" shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) ` TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR E 5/8„ GARAGE CEILING 16"O.C. (j" 6�� EQUIVALANT DRYWALL SCREWS. r� W BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH V 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall beHABITABLE ROOMS IRC SECTION R702.3.5.1 0 provided to transmit the applicable uplift forces in section R80211.1 from the roof assembly to the foundation. A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE M � END WALL FRAMING SHALL BE SPACED 6"O.C.. "C3 �+ 1 p 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of -� A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS O asphalt shingles shall be tested in accordance with ASTM D 7158 and classified SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO 10 as per Table R905.2.4.1 of the NYS Residential Code. GABLE END WALL FRAMING o oz -4 64 Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum- 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer ED ARC,,4, 27. NEW Construction /Additions&Alterations: /�- It shall be the responsibility of the General contractor or his subcontractors to submit p s, O� in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, ventilation. heating systems (new, existing or upgraded) " stamped by a professional engineer if required by the Owner or Building Dept. 44, . ,. . 0 900 yO4. �� ,�� ,M O R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIEDExtent of header(two braced wall segments) BITUMEN SHEET USED IN PLACE OF Outside Elevation NORMAL UNDERLAYMENT AND NEW ROOF CONSTRUCTION _ Extent of header(one braced wall segment) �. EXTEND FROM THE LOWEST EDGES OF Class A Asphalt Roof Shingles w/ _ 0 ALL ROOF SURFACES TO A POINT NOT ° LESS THAN 24 INCHES INSIDE THE fasteners per manufacturer's specification Side Elevation EXTERIOR WALL LINE OF THE BUILDING. and the NYS CODE. 0 _ ° ON ROOFS WITH SLOPE EQUAL OR GREATER Q THAN 8/12.THE ICE BARRIER SHALL ALSO BE Ice & Water barrier as per section R905.1.2 f ° ° ° ° fasten king stud to header with �/� APPLIED NOT LESS THAN 36"MEASURED ALONG (Note: Double underlayment is required °I ° ° ° ° Min.3"x 11-1/4"net header Header ° ° ° , W '- THE ROOF SLOPE FROM THE EAVE EDGE OF THE ° ° ° p ° ° ° ° / 6-16d sinker nails . J BUILDING CONTINUOUS RIDGE VENT p ) ° ° shall occur at to of wall ° ° for Roof slopes between 2 on 12 and 4 on 12 ° ° fasten top plate to header with J Z Framing As per plans with 1/2" exterior grade Header shall be Top plate continuity is 0 two rows of 16d sinker nails @ 3"o.c. RIDGE BOARD NEW ROOF RAFTERS TO fastened to the required per R602.3.2 0r , Q TIE INTO span rated structural plywood Sheathing, king stud with Braced wall line C) J EXISTING RIDGE BOARD Nail to framin in accordance Fastener 6-16d sinker nails continuously sheated `� g Minimum 40001b header-to-jack-stud O � with 1/2"wood R802.4.6 COLLAR TIES Schedules & Strapping per detail sheet(s). x ° Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening O W structural panels ° T SHALL BE NAILED with 4-10d pattern as shown and 3 in.o.c.in all framing(studs and sills) ° opposite side of sheathing BOX NAILS IN ACCORDANCE Flashing per R905.2.8L.i_ (J NEW ROOF/CEILING WITH FASTENING SCHEDULE m c to Minimum 40001b header-to-jack-stud strap 1— o �' i on both side of opening opposite side of Panel splice edges shall occur over f 2x4 CT 48"cc j° sheathing and be nailed to common blocking CONSTRUCTION °� �- in IO 12 12 NEW SOFFIT CONSTRUCTION. o L �,° ° g , a� ° ° ° ° °_ _.____ ...._._ ___. within the middle 24"of the portal 7 W 12" overhangs-typical ° Min. Double 2x4 framing covered with minimum ° ° p L a 5 MATCH EXISTINGL - g —` = ° ° le height. One row of 3"o.c.nailing Q O 5 „ „ 1° 1/2"thick wood strucral panel sheathing f 9 g g 2x4 CT @ 48"cc 6 Wood fascia & 6 Wood rake boards. !° with 8d common nails @ 3"o.c.in all framing °I is required in each panel edge. 2X8 RAFTERS 16"OC 12 1. ,I �° (studs,blocking,and sills)typical of e if needed O W V 2X4 CEILING JOISTS 16"OC 4 Trim in azek or equal ; EXISTING ROOF SYSTEM j° 2'to 18'(finished width) ° Metal drip edge per R905.2.8.5 Min Double 2x4 or o Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural Fully Vented Vinyl Soffits i per Table R602.10.5 panel sheathing 0 O W Min double 2 x post ° Q \ EXISTING CEILING JOISTS °� !° No.of jack studs per ° 4"AZEK BEADED NEW KNEE NEW EXTERIOR GARAGE WALL !o Min. (2)2x4 typ. Table R602.7(1&2) 0 Q irn PORCH SOFFIT ON WALL 2 x 4 Doug-Fir Wood Studs @ 16" oc. '° °I Min. 2 1l2"Diameter anchors r n Z � Q FURRING STRIPS Double top Plate and Single Sole Plate. --- - 6�.,°-s-� ° installed per section R403.1,6 7V O X AZ AP HEADER A IN 1/2" exterior Grade - Span Rated with 2"x 2"x 3116"plate washer L 0 W J r Continuous Structural OSB Sheathing. (� °O EXISTING DWELLING H EXISTING Fastened per Fastener schedule. 0 z EXTERIOR tyvec House Wrap or equal. W < Q NEW FRONT WALL Wood Siding as per clients selection Cn Z PORCH EXISTING FLOOR CONST. installed per manuf specs and NYS code. - O LL z _ W Cont. load path strapping installed in accordance METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION FIGURE R602.10.6.4 0- O _ (� �.• -?: �.• with drawin s. FLOOR CONSTRUCTION CL r 0� O Existing •! EXISTING FOUNDATION FOUNDATION CONSTRUCTION '--------------------------------------------------------' y ° �4 CONSTRUCTIONExisting ' ' 0'V a.E y iL IL 1% (--------- ----------------------------------- c s n, �� ° ----• - R o 1 I I I d'.]TW-TII I I I � c Q8 oU 0 222 8 A —Q.U o Y m ` N O •, I I 1 I ZI JR C O B V O N V O U Y Ql Y N I I I I C 2 2 8 m> c O_0 c 3 E u') 0 3 t c-EZ'3 0 1 1 I 0 p N p O Q U N .LO., I I I I I I O U Q G M N 111 w = 01 N� O-'0 O II• U L O C O 1 I O Cc I I 1 I I 1 N O C N SECTION A 1 Iczc nvy .C' � ° i i i i i LmEm m ` ° — w I I 1 I ' F- U N W O- F- N E Q C O O_ SCALE: 1 /411 = 1 '-0" .---------------------------------------------------------------------------------------------------------------------------- -----------------------. ' I I I I 1 I 1 a' CV I 1 I T I 1 zo ONTINUOUS RIDGE VENT 1 I I I RIDGE BOARD ----------- 1 NEW ROOF/CEILING 1 - ----------------- I I I CONSTRUCTION i2 i i GPIF ' NEW ROOF/CEILING to CONSTRUCTION i i C�- �12 2x4 CT @ 48"cc \\ II5 MATCH EXISTING V I I I I I I TOP OF PLATE 1 NEW(2)-11-7/8"LVL UPSET ..•� 1 I 1 I W I 1 , 1 I _ _ _ NEW 2X8 CJ o ; ; EXISTING ; I 1 1 1 (2)9-1/2" LVL FLUSH co CELLAR EXISTING o z I 1 EXISTING 8" GARAGE SLAB o W NEW 2X4 EXTERIOR NEW 2X4 EXTERIOR z FOUNDATION WALL ; ; CV 0 Q +i , ; ON 16"X 8" ' ' EXISTING 8' I I , ILLI `N 1 I FOOTING TYPICAL c > Q 0 f WALL CONST. WALL CONST. ¢ 1 1 I I cD W Z LL 1 FOUNDATION WALL , , N } J n , , ' ' ON 16"X 8" ' ' J epi Er W i i FOOTING TYPICAL i i i 5 LU V Z I 1 , I I , 1 I IY U) I1 -------------------------------------------------------------------------------- ----------------------- Z EXISTING GARAGE W I 1 r I t 1 1 -------- -------------------------------------------------- 1 I I TYPICAL FOUNDATION34 i -11 DOWEL PIN ' TOP OF FOUNDATION ' — - — - — - - - — i i #5 STEEL DOWEL BETWEEN NEW - AND EXISTING FOUNDATIONS. PINS EXTERIOR PATIO SLAB EXISTING SLAB ARE TO BE SPACED MAXIMUM 12" i ' VERTICAL&MINIMUM 8"EMBEDMENT I I W 6X6 PSI CAST-IN-PLACE SLAB 1 � I I W/6X6 w1.4/w1.4 WELDED WIRE MESH GROUT SOLID WITH NON-SHRINK I 1 ON GRANULAR COMPACTED FILL. HIGH STRENGTH GROUT ' ' I 1 I I PITCH SLAB AWAY TO DRAIN (y EXISTING FOUNDATION i --------------------------- I _--_ ' ONSTRUCTION ------------------------------------------ ---------- -- • --------- ------------------------ ---------------- ----------- --------------- ---------------- - y 1 ------- ----P- ------------------ 1 DO ; r DOWEL ; DOWEL �"'! r--i •„r M �J v 00 O CZ SECTION � ; � O � M — B "C � I , SCALE: 1 /4" _ 1 �-011 A -------- B ------- ED ARC Q 16'-4" 34'-11" 12'-0" 63'-3" 'r O FOUNDATION PLAN 019010 �T y .0 NE`N, SCALE: 1/4" = 1'-0" ` LL 1-1/4" galv. x 20 gage Q TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS coil strap with (5) 8d common TABLE 602.10,3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED SIMPSON H2A ry BRACING METHOD at each Rafter. With nails in each end at each rafter. ry CS-WSP CONTINUOUS SHEATHING (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter PROVIDE@STRUCTURAL RIDGES WOOD STRUCTURAL PANEL 2 8d x 1-1/2" nails in late 4" o.c. Zone Panel Field z DETAIL #1 ON DWG-2 _ Each Rafter on Each side '1 ='-' ;-,'=• ='� 1 '-'= ='1' METHOD WSP: EXTERIOR SHEATHING (5) 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin PER TABLE R602.3(3)-FASTENERS 6" ) p g g g of Ridge to have a Q ,I I I I•I 1• ON EDGE, 12"FIELD. INTERIOR SHEATHING g •I I•I I'I I° PER TABLE R602.3(1).FASTENERS VARIES CS-P F CONTINUOUS SHEATHING Schedule Dwg-1 PORTAL FRAME Simpson LSU skewable hanger U) I, DETAIL#3,DWG-2 7 J.. L .I I•I I 1 METHOD CS-WSP: •1 1.1 AS PER TABLE R602.3(3) 1-1/4" x 20 Gage Metal Coil � EXTERIOR SHEATHING ATTACHED r WITH 8d COMMON NAILS BRACED WALL NOTES: Strap with (5)-8d common nails V 0 •I (0.131 X 2.5"LONG) REFER TO DETAILS ON DWG-2 in each end. catch jack studs ° ' —J •I • AT 6' O.C.ON EDGE AND 12" O.C. FOR HOEDOWNS,STRAPPING,BRACED Look Out Blocks I• IN FIELD WALL DIAGRAMS AND DWG-1 and window or door Header. O W 0 Less than ° ° I I 1° BRACED WALL PANEL INTERIOR FINISH: FOR NAILING SCHEDULE, ALL BRACED4t Typical each side and ALL Gable End Wall 1' SHALL BE MIN. 1/2"GYP.BD FASTENED WALL PANELS SHALL BE FULL-HEIGHT windows and doors. or Equal �. I•I SECTIONS OF WALL WITH NO VERTICAL Q WITH NAILS OR SCREWS IN ACCORDANCE OR HORIZONTAL OFFSETS. t0 12 WITH TABLE R702.3.5 OR W ,I I,I I I TABLE R602.3(1)FOR EXTERIOR WALL RAFTER-TO-STUD CONNECTOR & O z 1C( 0 W _ _ _ _ _ _ _ .ti. _ -,- J, SHEATHINGJACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS O Ur 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) NTS NTS RAFTER TO RIDGE STRAP R802.3 j �n I I•I 1'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 [-- V I I OVER AND HORIZONTAL FASTENED TO COMMON STUDS. 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 I I'I ALLSPNELS SELJOINT UR OVER 4. EXTERIOR AND INTERIOR WALLS PARALLEL TOABRACED WALL LINE NOTE; 8d COMMON NAILS ARE z W •I I,I I I I' WALLS PANELS SHALL OCCUR OVER r , I I I' AND BE FASTENED TO 1-112"THICK SHALL BE OFFSET NOT MORE THAN 4 FEET. 2-1/2" LONG v :I INTERIOR-l-' I,I I, COMMON BLOCKING 5 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSBRACED WALL PANELS SHALL BE FULL-HEIGHT ETS, WALL �--• ,I SPACING I I I I I• 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Q END OF A BRACED WALL LINE /11 z �/ :I II I 1 1• 2 x 4 or 2 x 6 STUD WALL 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL V O /W� Q I I I I•I I• PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE �/ 2 X BOTTOM PLATE R602.10.2.2 L.t- J I I•I I•I I• > EDGE SPACING -6" W <G - z I..L.. 00 LL�y — �— •'_ — — — L _ _ _ J'1_ _ —1' LL C) z O L" z —' w - H0O0U FASTENING REQUIREMENTS FOR O Q W co 0) BRACED WALL PANEL AS PER n— 2 W 0_5 TABLE R602.3.(3) E _ q B > � ------- -----, ts 2� E o `ow `o a m to� I `OO fi �r- U Q U fp T , I `•- C C � N O U N y 1p f0 1 C U N ZM •0 w O C N I Z.0 c o,@ O O N (Q O 2 2 J:1 m.2 O n.." .�. O m N 2 c o m r- - - - - - - - - - - - - - - - - - - - - - - - - i- - - - - - - - - - o a os 3.. O O U O = n N N w O = O a,a:�^ 'In .c c s m� a E Jai 0 5- ��r o C � t m o co E c ro c E o y _ a 1 ' 1 11 f f `.N f/� ` N C U fn EXISTING DWELLING N L aE a E o S 3 I I 1 I � H v u=i m ZT H S E o..5 o a O U L - - - - - - - M in8'CS WSP 2'CS WS w I Co 7P N U h1 ' c x LA N U V x I I w I U O U I o0 1O ° I �0 I � ' EXISTING RIDGE BOARD W 1 - - — - — - — - - — - — - - - - — - — - - — - — - - - - — - - — - — - — - — - - - - - - — 2�' F- I H O� GARAGE v o ; ¢ Of DWELLING GARAGE - oo °o (IfZ g SEPARATION IN L) 00 _J ACCORDANCE WITH I o o fD I N V U TAB% R302.6 zo U`� � ~ � 00 N SEE �WG-1 FOR TABLE ;I v w �„ INSU ATE WALLS � I cn 00 a of ; COMMON WITH LIVING I M I w Ln w z `" NEW RIDGE BOARD N v ; AREf� - - -m+= - - - - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -c - i - - - - - - - - - - - - - - - - - - - - - U U •y N of zg O X I T W U I CO Wo / \ p (D I M o V a' V / \ V , r �1 Co I �' N N / \ H NEW KNEE WALL NEW KNEE WALL I N F- / i \ w v ABOVE TO SUPPORT ABOVE TO SUPPORT ;/ � FF-� / I \ 0 \ z N NEW RAFTERS NEW RAFTERS ' W W I O Z CN co /(2)1-3/4"x11-7/8"LVL ' UPSET - - - - - - - - - - - - - - - - - - - - - - - - - - - :_(2) �(2)1 314" 11 71$"LV\L UPSET N Q _ _ _ _ I (2)1-314"x 9-1/2"LVL 1-3/4"x 9-1/2"LVL I z _ p ------- ------------------------------ -------- -� -��- ------- -, ------------ I-, co W w 36X'8 o / \ N X/ \ I I > _! / W I UO O I X N W I I 1 \ W U I I i ' \ @ NEW COVERED \ W� MASONRY O , I N \ BO x x BO z0� PORCH ih / N Cf)2x 8 RAF ERS @ 16"oc \ N N 2x 8 R FTEf�S a(7 16"0c I 2X8 CEILING JOISTS 1 11 1 11 1 11 1 1 11 1 7'-311 / § °� d rh� @ 16'oc \ 7-3 7-3 2-10 2-10 7-3 2X8 CEILIN JOI TS 16"oc I 2x4 COLLAR LIES @ 48"oc /x/11 2x4 COLLA TIES @ 48"oc 1 W I del/ 2 32x10 32x10 _______________ 32x10 1 32x10 2-2x12 iv --------- ------ ..1 1 1 I 60 �- — — — — — — — — — — — — — — — — — — — — — — — — — — — J - ________________ I CS-PF 96X962PANEL CS-PF 6X6 POST J — ---------------- TYPICAL RAILING — 2x4 TOP RAIL NEW MASONRY a 2x2 BALUSTERS 4"oc 2x4 BOTTOM RAILL STEPS ---------------- 44 POSTS @ 60"oc. ; REMOVE EXISITNG GARAGE WALLS & ROOF RAISE NEW WALLS AND ROOF TO ALIGN WITH EXISTING �/ a n A B WITH NEW REVERSE GABLE. M < U xN � 16'-411 34'-11" 12'-01' o M CZ � � � Po, 63'-311 NEW WALLS DA ch - KEY 1ST FLOOR PLAN 3 EXISTING WALLS SCALE: 1/4" = 11-0" Syr 01 CAO ya�� 4 SOF O O Z Q U] ' JZ = J UQO ry � J 0 w 0 � Q f- 0 W ::) zW < 0 Ow (.Dc/) > CD p0Z oU - w NEW ROOF FRAMING NEW ROOF FRAMING > TO_ POFROO_F_ _ _ _ _ _ _ Q U) EXISTING ROOF \ EXISTING ROOF (�^ Z TO REMAIN 12 TO REMAIN `-� O ' ` 12 �5 Z w rrwnn 5 J 12 10 Q � LL V Q ~` ROOF-------� 7 NEW ROOF------- 10 Z GABLE .`� NEW ROOFS��. w GABLE O LL � Z (L TOP OF PLATE— — O 0 U) W O it E ° EXISTING DWELLING NEW GARAGE WALLS EXISTING a N ND ROOF FRAMING DWELLING oc r E U 12 �� U ° C C O C O N n' O L O N O R71' OFSUBFLOOR 2�� °•� ooN � oo C a U fAc ° > O O Y 3O - - a� m� �n0 c P OF FOUNDATION _ Q O 0 0 0 2 n s C U LAN - °�• O E n O C Op V O O LT U Z C (6 .O t TIM7 E.0 EXISTING GRADE m c n E-8 m-o ` °w XI GRADE yap -- I I I I O I I I I I Hc°� 'n Hm - 2�o ii RIGHT ELEVATION LEFT ELEVATION i � „ _ SCALE: 1 /4" — 1 '-O" � SCALE. 1 /4 — 1 -0 C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP F FOOTING _ _ _ T— — — — — — — -- - — — — — — — — — — — - — — — - — — — — — — — — — — — - — — —I C — — IJ - - - - - -rl — — I— — — — — — - — — — — — — — — — — — — — — — — - ly — - — — — — — — — — — — — — RAISE EXISTING ROOF NEW ROOF NEW ROOF W GABLE12 ll 12 GABLE 0 12 12 O Z g N sNE- PO CH OF s s - - — _ TOP OF PLAT N p Q - - - - - - to U) W TOP OF PLATE > Q W o � o EW GARAGE WALLS co ill I IL _J11 EWA .. AND ROOF FRAMINGT1 101 11 IF h� ARAG OR `/ H I -UP OF SUBFLOOR — — EJ El — — TOP OF SUB_FLOO P OF FOUNDATION — - - - - NEW MASONRY NEW MASONRY STAIR ADN RAILING a r- PORCH TO CODE U o EXISTING GRADE o FRONT ELEVATION I I M I I I I o - - - — — - - - - - - SOAK.E-1 /4'�-=1-- 0-"- — — — - - - - - — — - - I pqU -� � � � ct JOP OF FOOTING - - — E� — — — — — — — — — — — — — — — — II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� ' — — — — — — — — — — — - o E ARC 101,a, �' 0 goo y0� OF 11 VENTS: CELLAR LIGHT AND VENTILLATION P3103.1 ROOF EXTENSION REQUIREMENTS OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR6"ABOVE THE SECTION 303-LIGHT AND VENTILATION GENERAL CONSTRUCTION NOTES ANTICIPATED SNOW ACCUMULATION. 303.1 HABITABLE ROOMS P3103.2 FROST CLOSURE: EXCEPTION 1. PROVIDE AN APPROVED MECHANICAL VENTILATION SYSTEM IS 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F INSTALLED IN ACCORDANCE WITH SECTION M1507 as adopted by New York State May 12, 2020, Additional Code Compliance: OR LESS.VENT EXTENSION THROUGH 2020 Energy Conservation Construction Code of New York State,the A ROOF OR WALL SHALL NOT BE LESS HABITABLE ROOMS ROOM AREA THAN 3"IN DIAMETER. ANY INCREASE FINISHED CELLAR 1084 S.F. Additions,Alterations& Renovations: shall conform with Appendix J z IN SIZE OF THE VENT SHALL BE MADE 1084 S.F.X 6.83 FT.=7,404 CU.FT.X 0.35=2591 /60=43 C.F.M.MIN.REQ'D pp NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. 2. Written Dimensions take precedence over scaled dimensions W W ROOF 4"VTR REQ'D. =43 C.F.M 3. The contractor prior to the start of construction shall verifyall Structural Note: PROVIDE=50 C.F.M.AT FINISHED CELLAR dimensions, existing or new and be responsible for field fit. �w EXCEPTION 2. ARTIFICAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE v J ALL STRUCTURAL WORK SHALL ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE FINISHED 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Q COMPLY WITH APPENDIX J CELLAR(RECREATION ROOM&STORAGE ROOM)AT A HEIGHT OF 30 INCHES ABOVE shall be installed in accordance under latest State approved Building Codes. SECTION AJ601.9 All systems are to be designed, installed, &specified by the general contractors; HVAC, THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT.) electrical or plumbing sub-contractors. 2" I 2" Mechanical systems Electrical certificates are to be provided the electrical contractor. 0 THE MECHANICAL SYSTEMS SHALL HABITABLE ROOMS ROOM AREA 5Bdi t ' ' F FINISHED CELLAR 1084 S.F. u . ase design value for visual) graded dimensional lumber:Joists, studs Rafters and All 1T 3" 3" � BE INSTALLED IN ACCORDANCE WITAPPENDIX J AJ601.10 6 FOOTCANDLES REQ'D. 9 Y 9 �L Framinglumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 W I 1 4 WATT BULB=800 LUMENS Min. Fb for dimensional lumber=850 si 1 1/2" 1 1/2" � Plumbing Note: 614 S.F.X 6 =6504 psi. � � }- 3684/800=9 LIGHTS REQUIRED MINIMUM Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. --7 Q Z il ALL PLUMBING SYSTEMS SHALL BE Includin but no limited to: Deck Framin Posts, Headers, Girders &Led ers. ZINSTALLED IN ACCORDANCE WITH g g, 92" 2" APPENDIXJ SECTIONAJ601.11PROVIDE=9 LIGHTS MINIMUM AT FINISHED CELLAR 1/2" 6. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: U- J W Electrical Note: a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Q 1 ST FL. ALL ELECTRICAL EQUIPMENT,SERVICES or stainless steel. 010-0 AND WIRING SHALL BE INSTALLED b.) Use Copper flashing Only against ACQ Lumber Sill Plates W 3 2" IN ACCORDANCE WITH APPENDIX J c.) All Structural connectors i.e. simpson strong-Tie or USP,etc v) r O FAI SECTION AJ601.12 shall be Hot-Dipped Galvanized or Stainless Steel. O z Fire & Life Safety Note: i0.. W 3" ELECTRICAL LEGEND 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be ALL SMOKE ALARMS,CARBON installed in accordance with the manufacturers latest installation details, O CO MONOXIDE ALARMS OR ELECTRICAL SYMBOL Framing connectors,Allowable Hole diagrams, specifications, etc. C) AUTOMATIC SPRINKLERS SYTEMS "Micro-Lam"Design Stress: E= 1.9, Fb = 2,600 psi, Fv=285 psi ry 41+ SHALL BE IN ACCORDANCE APPENDIX J light "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi U pull chain light "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi c 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, CONNECT TO APPROVED EXISTING SCHD APPROVED SANITARY SYSTEM Bath Light each sleeping rooms in basement, habitable attics, and every sleeping room E o shall have at least ONE operable emergency escape opening as follows: o o E i? PLUMBING RISER °0 6-- Sill N height of not more than 44 inches above finished floor. m° 0 o NTS A. Minimum net clear opening of 5.7 square feet. w.=w y E L - c 6 w Except grade floor openings shall have a minimum net clear o.2 o me ° o ;' opening of 5 square feet, a Z a ° U `m CO B. Minimum net clear opening height shall be 24 inches. - °� m °s -s o P 9 9 ° A o ° " �w OUTSIDE BASEMENT ENTRANCE �, °•- N C. Minimum net clear opening width shall be 20". �,•o o `� �w �o 0 8"CONCRETE WALL ON MIN 16"X 8" D. emergency escape and rescue openings shall be operational = a °Y °T iv 2 , %Y FOOTING WITH 4"CONCRETE LANDING& m y P c o 'm 0 a`o c 3 from the inside of the room without use of keys or tools. w r�, 0 3 L F E 3 0 4"DRAIN TO DRYWELL,CONCRETE STAIR a- c'� ° _ry v MEETING R311.7-STAIRWAYS. WHERE Basement contain more than one or more sleeping rooms, o o �, o a° M.z 5 an emergency escape opening shall be provided for EACH sleeping room. °' " N HANDRAIL PER R311.7.8, 34"-38'ABOVE U) ° _ m ° NOSING. 36'HIGH GUARD RAIL ON Emergancy escape and rescue opening shall open directly to the outside t N a .3 TOP OF CONCRETE WALL. o 6 u o w ° o 2 t EXCEPTION: Grade floor or BELOW rade floor openings shall have �' ° o S ° 2"o a 9t'� V. r- E o a net clear opening of not less than 5 square feet. 2 E:_� a N U v o VENT CLOTHES DRYER �,CU c a.E 16 , a a o IN ACCORDANCE WITH 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window L) N @ a cu E a S o a REMOVE DOOR CHAPTER 15-CLOTHESSUMP PUMP 1 opening is located LESS than 24 inches above the finished floor and GREATER ENLARGE DRYERS EXHAUST. OPENING than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device that compiles with R312.2.2 Window Opening Control Devices. O 10M12. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in LI NDRAIN accordance with R302.11 thru R302.11.2 and Draftstopping shall be �'' B HR M installed per R302.12 thru R302.12.1 UP 11R WET BAR 3'-0" CL T: '-1" C M) 2' CT.F OR - x Fireblocking materials R302.11.1 shall be as follows: 1. Two-inch nominal lumber 2. 1/2"gypsum board 1T-2+/," 8'-0" 1 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance xWALL MTD with the 10 foot horizontal fireblocking in walls constructed using parallel N HEAT PUMP RECREATION v N FACFM rows of studs or staggered studs. ST ROOM 4. cellulose insulation installed and tested in accordance with ASTM E 119 or CL HT:7'-1" ® UL 263,for the specific applications 11'4' "' 1/2"GYP BD CLG � - - - � C.T.FLOOR seeseee� I DEN I I - I CL HT:7'-1" O ....... - - - - - - - - - - t- - - - - - - -1/2"GYP BD CLG C.T.FLOOR - - - - - - - - - - - - - - - - - - - - I I STOR Z I I oI I 2'4" MECHANICAL '-,---,METAL LOUVER REMOVE COMPLETE o I I °' CONC.FLR O7 o DOOR W/ I WALL AND OPENING SELF CLOSURE I io " N I�I -3Y - EP EP I n I IILI II o TOP OF BASEMENT SLAB I o Cl) Z N EXISTING 3, 8, I ,6 o N Q HVAC 51-0.1 N U v w O UNIT 0" ¢ wco �, of En x I I 11'-4'/z" 6,0 E C S iv EP OIL TANK M I I WALL MTD HEAT PUMP h MECHANICAL ROOM 5/8"FIRE RATED GYPSUM VENT CLOT RYER WALL BOARD ON WALLS IN ACCORDANC WITH T CHAPTER 15-C SECTION I I AND CEILING DRYERS EXH U OTHE i--� SCALE: 1/2" = 1'-0" I I 14'-7'/z' ¢ � Q - x - KEY H a: INTERIOR WALL FINISH CONCRETE BLOCK FDN WALL �Q21t x `n Ua PROPOSED FINISHED BASEMENT PLAN Provide R Gypsum Wall Board on ceilings 4 : DECC � � � ~ 2x4 METAL STUD WALL @ 16 OC a 'v I o and walls unless1/2" GYP BD WALLS . ?T U b bA°O .a WINDOWS SPECIFICATION: noted. Min 1/2"Moisture Resistant Wall Board on Plans indicates ALLSIDE Double Hung Vinyl Windows SCALE: 1/4" = 1'-0" Ceiling and all walls in Bathrooms(humid areas) R-13 INSULATION and 5/8"cement board on walls and ceilings in wet areas. and shall be In accordance with R609 AREA: 981 SQ FT. Provide 5/8"Fire Rated gypsum wall Board on walls ray `p ct To be designed & installed as per manufacturers and ceiling located as per code,manufacturers specification for the s ecifled ultimate desi n wind speed ALL DIMENSIONS APPROXIMATE: requirements and drawings. INTERIOR FRAME WALLS p g p BASED ON EXISTING CONDITIONS and Table 301.2(2), 301.2(3) 2X4 METAL STUDS AT 16" OC Glass Type: Low Ewith a minimum U :5 .30, SHGC s .30AREA SCHEDULE O Smoke Detector EGRESS: shall meet R 310 Carbon Monoxide Detector MECH RM SHALL HAVE 5/8" NAME AREA co Refer to DWG-1 General Notes FIRE RATED GYP BOARD ON EACH SIDE `- .!��.., ,r WINDOW FALL PROTECTION: shall meet R312.2 EXISTING BASEMENT AREA 1170.0 sq ft. O Substitutions made upon meeting Code. In accordance with Section 915 of the WITH R-13 BATT INSULATION - 4 .' , PROPOSED FINISHED AREA 1084.1 sq ft. F �I 2020 IFC, R314, R315 of the Residential See page one, general notes for additional code of NYS code requirements. 4q%es e5 7 GENERAL CONSTRUCTION MOTES 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. FASTENING SCHEDULE as adopted by New York State May 12, 2020, Additional Code Compliance: BASED ON TABLE R602.3 (1) NAILING SCHEDULE 0 2020 Energy Conservation Construction Code of New York State, the W 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 0 OF FASTENERR Fuel gas code; Existing building code; Property maintenance code. DESCRIPTION NUMBER AND SPACING AND LOCATION IJ0, - Z ALL CODES shall supercede the drawings and shall be incorporated into the Q drawings WHETHER they are indicated on the Plans or NOT. ITEM ROOF FRAMING W 0 Additions,Alterations& Renovations: shall conform with Appendix J 4-8d BOX (2-112")OR < 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL 3-8d COMMON � U_ 0 2. Written Dimensions take precedence over scaled dimensions 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR W 3-8d COMMON EACH JOIST,TOE NAIL > 0 7- CEILING JOISTS NOTATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all 3 RAFTER LAPS OVER PARTITION TABLE R802,5.1(9) EACH LAP 0 00 Z) dimensions, existing or new and be responsible for field fit. CEILING JOISTS ATTACHED TO PARALLEL 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAPJ 0 5 COLLAR TIES 4-10d BOX (3") OR OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER _1 W 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND W Z 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity � of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE = W F- n be the responsibility of the general contractor to verify the depth of all existing footings OF EACH RAFTER OR TRUSS W (v disturbed by construction. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d 3-10d COMMON TOE NAIL = Z Q 5. Base design value for visually graded dimensioral lumber: Joists, studs Rafters and All 3-16d BOX OR ~ W J Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 2-16d COMMON END NAIL LL (,) �( Q Min. Fb for dimensional lumber= 850 psi. 0 0 Q Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. W -J J L- F- Including but no limited to: Deck Framing, Posts, Headers, Girders & Ledgers. 0 > W Z ALLOWABLE DEFELECTION OF ALLOWABLE 0 z W 6. a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D MIN. UNIFORMLY DISTRIBUTED LOADS STRUCTURAL MEMBERS DEFLECTION J 0 or stainless steel. 0 2 0 - b.) Use Copper flashing Only against ACQ Lumber Sill Plates USE LIVE DEAD Rafters having slopes greater than 3/12 with W W Z W CD c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc LOAD LOAD no finished ceiling attached to rafters L/180 Q U 0) shall be Hot-Dipped Galvanized or Stainless Steel. Uninhabitable attics without storage 10 Interior walls and partitions H/180 Uninhabitable attics with limited storage 20 10 C L/360 E•° 7. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be Habitable attics&attics served with fixed stair 30 10 All other structural memebersm:� 2 E L/240 -o installed in accordance with the manufacturers latest installation details, Balconies(exterior)and decks 40 10 w E s N o L Framing connectors,Allowable Hole diagrams, specifications, etc. Exterior with stucco finish H/360 m o _ IU t T "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 SI Fv= 285 sl Fire escapes 40 20 Exterior walls-wind loads/brittle finishes a 0 Z a o `o' c m g p p L/240 o a� o o ° "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv= 290 psi Guards and Handrails 200 "n c r w ° Exterior walls-wind loads/flexible finishes L/140 Z 3!o o a, o o m $ 0 "Anthony Power Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv = 300 psi 2 o.- o ,� Guard in fill components 50 L=span length,H=s an height 2 c o m' cL- - 8. FIREBLOCKING AND DRAFTSTOPPING: Fireblcckin9 shall be installed in w 3r passenger vehicle garages 50 o L.N° ° aNaccordance with R302.11 thru R302.11.2 and Draftstopping shall be � " = t° M.w N m installed per R302.12 thru R302.12.1 Rooms other than sleeping rooms 40 10 TABLE R802.5.2 � Cc" r o o RAFTER/CEILING JOIST HEEL CONNECTION 3 L d 7 C � N ° U Sleeping rooms 30 10 c Q o 4 ° o 2't Fireblocking materials R302.11.1 shall be as follows: °' ° i; C s E ` = a RAFTER RAFTER GROUND SNOW:20 PSFCO 1. Two-inch nominal lumber Stairs 40 20 SLOPE SPACING 2 E z c � ¢` c 0 =m o 2. 1/2" gypsum board 20 20 ROOF SPAN o ° Roof H °Un N6 HmE0..E`oa 3. Batts or blankets of mineral or Fiberglas shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel 12 FT 20 FT 28 FT 36 FT rows of studs or staggered studs. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NUMBER OF 16D COMMON NAILS UL 263, for the specific applications TABLE 802.11 3: 12 16"O.C. 5 8 10 13 RAFTER UPLIFT CONNECTION FROM WIND Draftstoppping material R302.12 shall be as follows: 4: 12 16"O.C. 4 6 8 10 In combustible construction where there is usable space both above and RAFTER ROOF EXPOSURE C below the concealed space of a floor-ceiling assembly, draftstops shall be SPACING SPAN 5: 12 16"O.C. 3 5 6 8 installed so that the area of the concealed space does not exceed (FEET) ULTIMATE WIND SPEED 7: 12 16"O.C. 3 4 5 6 1,000 square feet. Draftstopping shall the concealed space into approximately 130 140 equal areas.. Draftstopping shall be provided in the following locations: ROOF PITCH ROOF PITCH 9: 12 16"O.C. 3 4 4 5 1. Ceiling is suspended under floor framing. <5:12 z 5:12 <5:12 z 5:12 2. Floor framing is constructed of truss-type open-web or perforated members. 12: 12 16"O.C. 3 3 4 4 16"O.C. 12 214 201 263 247 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 16"O.C. 18 277 259 342 322 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 9. Metal flashingshall be installed were concrete abuts wood, LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 16"O.C. 24 340 318 422 396 CONNECTION SHALL BE INCREASED AS FOLLOWS: and were decks abut house framing. 10. Install joist hangers at all flush structural load bearing conditions 16"O.C. 28 348 358 476 446 H c / H r HEEL JOINT AJDUSTMENT FACTOR 16"O.C. 32 427 398 529 496 11. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 16"O.C. 36 469 438 538 547 1 / 3 1.51 / 4 1.33 provided to transmit the applicable uplift forces in section R80211.1 from the 16"O.C. 42 535 499 664 622 1 / 5 1.25 roof assembly to the foundation. 16"O.C. No � 48 599 559 745 697 1 / 6 1.20 12. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of cel z asphalt shingles shall be tested in accordance with ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. } Q Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Q UJ LLI copper roofing nails, minimum 12 gage shank with a minimum co- 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing Z Q and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer < W 0 13. NEW Construction /Additions &Alterations: It shall be the responsibility of the General contractor or his subcontractors to submit in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, ventilation. heating systems (new, existing or upgraded) stamped by a professional engineer if required by the Owner or Building Dept. FEES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) N o WIND DESIGN SUBJECT TO DAMAGE FROM a � GROUND WIND WINTER ICE SHIELD AIR MEAN SPEED TOPOGRAPHIC BORNE FROST .-� SNOW SPECIAL WIND SIESMIC DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD WIND EXPOSURE DESIGN WEATHERING v� (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP ZONE DEPTH Q Z O 20 LBS 140 NO NO NOM B B SEVERE 3'-011 MODERATE 11 YESNO 1500 or less 52.2 ~ j M TO HEAVY [�] _ M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ^ l M O O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. V00 Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. x N .t; a.(7 0 `-,�QP NE`>d NEW ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ fasteners per manufacturers specification and the NYS CODE. Underlayment as per section R905.1.1 & installed per Table R905.1.1(1) Y Ice & Water barrier as per section R905.1.2 W 12 5 EXIST. (Note: Double underlayment is required p +/ for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade Q z 12 span rated structural plywood Sheathing, W0 Q 2+/-MATCH EXISTING Nail to framing in accordance Fastener �--•. N Schedules & Strapping per detail sheet(s). WLLO Flashing per R905.2.8 O = - - - - - - _ OP OF OF PLATE •,, O O KNEE WALL y O AZEK BEADED 12"SOFFIT MATCH EXIST. J W (n EXISTING RESIDENCE PORCH SOFFIT ON 6"FASCIA TO FURRING STRIPS MATCH EXIST. W Z EXISTING EXTERIOR WALL CONST. EW HEADER 00 2X4 STUDS @ 16"OC WRAP NEW HEADER INW ~ (� 1"AZEKBOARD 1/2 PLYWD SHEATHING VAPOR BARRIER, _ �: Z O� VINYL SIDING EW 6"POST I— W 0 EXISTING DECK& Q O @P J — - - DECK FRAMING W J J U_ OF SURF - — TO REMAIN OP OF FOUNDATION - O j W Z SIMPSON BSC O 0Y Z W MINIMUM 12"DIA PIER SIMPSON H2A O W Q _J U S-0"BELOW GRADE POST TO HEADER CONNECTOR a- W z W at each Rafter. With a- Cif U � C? EXISTINGSIMPSONABUPOST (5) 8d x 1-1/2" nails in Rafter 5-1/2"TREATED POST TO CONCRETE BRACKET (2) 8d X 1-1/2" nails in plate BASEMENT o SIDE COVER 2"MINIMUM (5) 8d x 1-1/2" nails in Stud Eo GALVINIZED CARRIAGE BOLTS o = `0 V) EXISTING FOUNDATION O V) CONSTRUCTION OR SIMPSON SD STRUCTURAL y �' o E ani CONNECTOR SCREW E.E-- E L N N a of GRADE � � rn` c� c � = rn � OP_OF FOOTING_ _ ADHESIVE ANCHORS:HIGH-STRENGTH o .S O 80 W. C o 0 SECTION A EPDXY ANCHORING ADHESIVE FOR 1-1/4" x 20 Gage Metal Coil ,c � ? m =s o t o USE WITH THREADED ROD E 0.. _Z MECHANICAL ANCHORS;SIMPSON Strap with (5)-8d common nails •°��' o OZ o- h m o `o SCALE: 1 /4" - 1 '-O" WEDGE-ALL WEDGE ANCHOR j E P'- " T y 2."E'M in each end. catch jack studs 2 o >-2 a a o 3 M and window or door Header. w� 3 L = 3 S EXISTING PORCH FOOTING T ical each side and ALL C `�' ED 0 :L m y V.I. F. 12"MIN yP w w FOOTINGS MUST T-0"BELOW GRADE MIN. -E a s m cn°= 15-E BEAR ON windows and doors. r L =, ' - 3 t UNDISTURBED v ° o a ori. ° o 1 SOIL E 2.Er umE 2cUO7 RAFTER-TO-STUD CONNECTOR & z E Z Q 0 _ C m 0 (9 O p t ` P.T. POST TO CONC. PIER & FOOTING JACK STUDS TO HEADER TIE °' = o E - -C 0 7'O O L C O O U•.. F O in t0 u f— co E EL. O d NEW ROOF OVER EXISTING DECK CONNECTION 6E� PORCHES & DECKS NTS NTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE - WITH SIMPSON SPECIFICATIONS AND DRAWINGS. I 2-1/2" LONG I I EXISTING DWELLING I I I I I I I I I I I I I I I I L — — — — — — — — — — — — — — — — — J REMOVE EXISTING TRELLIS OVER DECK AND — - — — — — — — — — — — — — — — — — — — — � REPLACE WITH NEW ROOF CONSTRUCTION EXISTING WOOD CK 16'-0" EXISTING POST AND HEADER. EXISTING DWELLING NEW ( 0 _ _ ------------- ----------------------------------------------- cy W r — POST NEW (3)1-3/4"x 9-1/2"-LVL HDR I N F- ®- - — - — - - -�- ®-�- — - — — - —r o o / - ---- --- CD •----- ------------p---J \ / \ / z EXISTING GIRDER AND FOOTINGSEXISTING CO REAR ELEVATION 0 (0 ' Q o w _ i I - - I z w U SCALE: 1 /4" 1 -0�� l Z ' ' � U) Y o N ' °,° ' Q z ~ _ W 45"X 45"FIXED UJ x C/) Q SKYLIGHT i w W a w � _ CENTER OVER N I Nw I SLIDING DOOR NEW ROOF OVER EXISTING DECK ( ' ' MSI r - - - - - - - - - - - - - - - - - - - - - - - - - - - I X X I I I z I d/ 1 ' fie/ I I I EXISTING 16'-0 I " w z I I I I I --------------------------------------- I i e vv d v p d - o• o d 2 D d nv d p'1 % , I 2-2x8 0� e ; XISTING TOP OF PLATE I I ° FOUNDATICN r , V' O EXISTING DWELLING W nZI -ax o EXISTING DWELLING 03 Cz M� kn oP of suBFLooR _ — _ _ FOUNDATION PLAN �<v®o J U - TOP OF FOUNDATION - 1ST FLOOR LAN SCALE: 1/4" = 1'-0" _ SCALE: 114" - 1'-0" LEFT ELEVATION 1901� 1 2 SCALE: 1 /4" = V-0" ?�� r kyr. Q.ssess� s ��aSa-- FASTENING SCHEDULE GENERAL CONSTRUCTION NOTES MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE TABLE R302.6 USE LIVE DEAD 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. LOAD LOAD NUMBER AND TYP as adopted b New York State May 12, 2020, DWELLING -GARAGE SEPARATION DESCRIPTION SPACING AND p y y Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: SEPARATION MATERIAL Uninhabitable attics with limited storage 20 10 2020 Energy Conservation Construction Code of New York State, the ITEM ROOF FRAMING 2020 BuildingCode of New York State; Plumbing code; Fire code; Mechanical code; NOT LESS THAN THE INCH GYPSUM OR g FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR u` Fuel gas code; Existing building code; Property maintenance code. Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL O ALL CODES shall su ercede the drawings and shall be incorporated into the FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM CEILING JOISTS TO TOP PLATE ( )OR O P 9 P drawings WHETHER they are indicated on the Plans or NOT. a-sd Box 2-1/2" BOARD Fire escapes 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES CEILING JOISTS NOTATTACHED TO PARALLEL Additions,Alterations & Renovations: shall conform with Appendix J USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESSTHAN 1/2"-INCH GYPSUM BOARD Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP CEILING JOISTS ATTACHED TO PARALLEL GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD Guard in-fill components 50 '4 RAFTER HEEL JOINT) TABLE 8802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions APPLIED TO THE INTERIOR SIDE OF 5 COLLAR TIES 4-10d BOX (3") OR Z DWELLING UNIT ON THE SAME LOT passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" EXTERIOR WALLS THAT ARE WITHIN THIS AREA FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE vJ >_ SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS --� '7 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, _ ..J L RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL Q iu All systems are to be designed, installed, &specified by the general contractors; HVAC, Roof 20 20 1 3-16d BOX OR electrical or plumbing sub-contractors. 2-16d COMMON END NAIL I.J.. J Electrical certificates are to be provided the electrical contractor. ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING � �1'► 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity STRUCTURAL MEMBERS DEFLECTION V -r of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 8 STUD TO STUD(NOT AT BRACED WALL PANELS) .5 COMMON Rafters having slopes greater than 3/12 with 33.5"x 0.162" 24"O,C. FACE NAIL Q be the responsibility of the general contractor to verify the depth of all existing footings no finished ceiling attached to rafters L/180 STUD To STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL Z LLI < O X -7111 disturbed by construction. INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") L Is- 6" DIAMETER -►I Interior walls and partitions H/18016d COMMON 10 BUILT-UP HEADER " " 16"O.C. FACE NAIL ALONG EDGES ��rr�� Where the building official determines that in-place soils with an allowable bearing capacity (3-1/2x 0.162 ) Q W v of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall L/360 5-8d BOX(2-1/2"X0.113") ' � � _ �- All other structural memebers 11 CONTINUOUS HEADER TO STUD TOE NAIL /� OR 4-8d COMMON > (D be determined by a soils Investigation. ,�.:. CONSTRUCTION TYPE U240 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL 0 Z 7 0 0 "I", "II", "III", "IV", OR"V" Exterior walls with stucco finish H/360 U W 6. Cast-in-place concrete shall be air entrained; 5% < 7/o total air content by volume and have DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END �] �- Wan ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, ! Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX / REFLECTIVE RED 13 JOIST)MIN 24' LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. PANTONE#187 Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END Q All Concrete shall conform to the latest ACI standards SIESMIC BRACED WALL LINE SPACING>25' 12-16d(3-1/2"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) z x Q L=span length,H=span height 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All j, 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Z n/ W J Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 REFLECTIVE TABLE 8802.5.2 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3 1/2") 12"O.C. FACE NAIL LL Q Min. Fb for dimensional lumber= 850 psi. WHITE FIELD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL z Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. f OR BLOCKING (AT BRACED WALL PANELS) 2- jLlv 16d COMMON 2 EACH 16"O.C.FACE NAIL W < �- Including but no limited to: Deck Framing, Posts, Headers, Girders & Ledgers. ` RAFTER RAFTER GROUND SNOW:20 PSF .. SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3 16d BOX END NAIL v, C) z 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: -► ''- ROOF SPAN 2-16d COMMON O LL z J a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D DESIGNATION FOR STRUCTURAL 3-10d BOX W COMPONENTS THAT ARE OF 112 " 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O O U or stainless steel. TRUSS TYPE CONSTRUCTION b.) Use Copper flashing Only against ACQ Lumber Sill Plates "F" FLOOR FRAMING INCLUDING STROKE NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX O Q w O c.) All Structural connectors i.e. simpson strong-Tie or USP, etc GIRDERS AND BEAMS 2-8d COMMON FACE NAIL ry cc shall be Hot-Dipped Galvanized or Stainless Steel. 3: 12 16"O.C. 5 s 10 13 G "R" ROOF FRAMING 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be "FR" FLOOR AND ROOF FRAMING 4: 12 16"O.C. 4 6 8 10 N installed in accordance with the manufacturers latest installation details, E.o Framing connectors,Allowable Hole diagrams, specifications, etc. UNDER SECTION 602 OF THE BCNYS 5: 12 16"O.C. 3 5 6 8 o o rn N "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi �, �, &'6M 2 - e o "Parallam PSL" Design Stress: E = 2.0, Fb= 2,900 psi, Fv= 290 psi 7: 12 1s"O.C. 3 4 5 s FLOOR FRAMING -E. E E T�, y-a 0 Y U D7 V C N C to O "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi 9: 12 1s"O.C. 3 4 4 5 w - = f6 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 c z o v ,n NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL c o N 2-2- �w r a 12: 12 16"O.C, 3 3 4 4 3-8d COMMON -o c c 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each �.� C o �, o o N o continuous run of treads or flight with FOUR OR MORE RISERS. Applicant shall provide engineered woad placard RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON CL u y V -2 aY 8 o on or adjacent to electrical meter box for field inspection. 22 6"O.C.TOE NAIL �,�, E 2 o C>._ o 3 Handrail Height measured above stair tread nosing, shall not be less than THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX n,t N o g L = E 3 o 34 inches and not more than 38inches. All Handrails shall be continuous Residential structures with Truss type construction BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS Z: o `o o oa L) s-a"s the full length of the stair from a point direct) above the to riser of a flight Pre-Engineered Wood Construction And/or Timber Construction LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2 10d BOX EACH END ami o,�� c a°' �� N O1 CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON cc m v O w c to a point directly above the lowest riser of the flight. Handrails adjacent to for new dwelling and/or any addition,alteration t L = � N�-� a wall shall have a space of not be less than 1-1/2 inches between the wall a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 4-16d BOX c 0 5- 2 20 ° o m t p shall be affixed on or adjacent to any electric box attached to the exterior H C / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR Top PLATE 3-16d COMMON TOE NAIL a? o o -o s c E •�o a and the handrail. see code for exceptions. Refer to of the structure for field inspection .� CO `= H a)L �L.E�' ¢ c m = m o 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-i 6d COMMON AT EACH BEARING,FACE NAIL m c n m m a o 0 Code or grip size specifications. 1 / 3 1.5 4-16d BOX 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 1 / 4 1.33 0 tn ca a M E a.=0 above the floor or grade below shall have a railing not less than 36 inches 1 / 5 1.25 26 BAND OR RIM JOIST To JOIST 4-10d BOX PER JOIST in height. Railings shall have Top rails and Balusters and Bottom rails that are 1 / 6 1.20 3-16d COMMON z NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM Q by the riser, tread and bottom rail of the guard rail at the open side of a stairway STAGGERED ON OPPOSITE SIDES W = are permitted to be of such a size that a 6 inch sphere cannot pass through. (n (-) -a Open sides of stairs with a total rise of more than 30 inches above the floor or TABLE 802.11D- LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4 28 -16d BOX EACH JOIST ORRAFTER, FACE NAIL _ 3-16d COMMON W ~O W grade below shall have guards not less than 34 inches in height measured RAFTER UPLIFT CONNECTION FROM WIND J z z J > O vertically from the nosing of the treads. 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END, TOENAIL I >� d" RAFTER ROOF EXPOSURE C Q J z Q Q) SPACING SPANWOD STRUCTURAL PANELS W Q 0 ~ 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in (FEET) ULTIMATE WIND SPEED , SUBFLOOR, _ U W accordance with R302.11 thru R302.11.2 and Draftstopping shall be ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W 0 ,_ installed per R302.12 thru R302.12.1 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING V F- +' N ROOF PITCH ROOF PITCH z _ (� LL � Fireblockin materials R302.11.1 shall be as follows: <5:12 s 5:12 <5:12 2 5:12 DESCRIPTION OF SPACING OF FASTENERS W J 9 NUMBER AND TYP (D � W 1. Two - inch nominal lumber 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING 2. 1/2" gypsum board 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) with the 10 foot horizontal fireblocking in walls constructed using parallel 30 3/8" - 1l2" 8d COMMON(ROOF) 6" SEE NOTE A 6" rows of studs or staggered studs. 16"O.C. 24 340 318 422 396 4. cellulose insulation installed and tested in accordance with ASTM E 119 or31 19132"- 1" 8d COMMON 6" SEE NOTE A 6" UL 263, for the specific applications 16"O.C. 28 348 358 476 446 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" 16"O.C. 36 469 438 538 547 N Draftstoppping material R302.12 shall be as follows: 33 5/8" GYPSUM SHEATHING 1 15/8"SCREWS TYPE W or S 7" 7" N F' In combustible construction where there is usable space both above and 16"O.C. 42 535 499 664 622 OO below the concealed space of a floor-ceiling assembly, draftstops shall be 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELLID Z CN N installed so that the area of the concealed space does not exceed S 1,000 square feet. Draftstopping shall the concealed space into approximately TO RESIST WIND PRESSURES TABLE R602.3 (3) N d W equal areas.. Draftstopping shall be provided in the following locations: U) J 1. Ceiling is suspended under floor framing. WOOD WALL NAIL SPACING � � Q MINIMUM NAIL MIN WOOD W 2. Floor framing is constructed of truss-type open-web or perforated members. STUD � U NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL -� U) 15. No backfill shall be placed against the foundation walls PANEL SPAN RATING THICKNESS SPACING EDGES FIELD until the first floor framing is in place or brace the foundation CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 8d COMMON NAIL (2.5"x 0131") 1.75 INCH 24/16 1/2 16 O.C. 611 12 16. Double joists under parallel partitions and under whirlpool tubs. o WIND DESIGN SUBJECT TO DAMAGE FROM �j Double around openings in floor and roof framing. GROUND WIND SPECIAL WIND SIESMIC WINTER ICE SHIELD AIR MEAN INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 T h� SNOW SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL �./ LOAD WIND EXPOSURE DESIGN WEATHERING LINE TERMITE 17. Metal flashing shall be installed were concrete abuts wood, (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP ZONE DEPTH GYPSUM BOARD FRAMING SPACING OF FASTENERS and were decks abut house framing. GYPSUM BOARD APPLICATION SIZE OF NAILS F2O LBS 140 NO NO NO g g SEVERE 3._0.. MODERATE 11 YES NO 1500 or less 52.2 THICKNESS ORIENTATION TO MEMBERS 18. Install joist hangers at all flush structural load bearing conditions TO HEAVY FRAMING SPACING NAILS SCREWS lr0 WOOD FRAMING M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 1/211 /2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 24. WALL BRACING: Buildings shall be braced in accordance with O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. WALL 8" 16" g EITHER DIRECTION 16"O.C. section 8602.10.4.2 Continuous Sheathing method. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet, W N End conditions for braced wall lines for the continuous sheathing shall conform 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS WALL EITHER DIRECTION 16"O.C. to Figure R602.10.7. Braced wall panel connections 7" 12" shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR U 5/$„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. BENEATH SCREWS SHALL COMPLY WITH U 'z 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be HABITABLE ROOMS (IRC SECTION 8702.3.5.1 E* E--I provided to transmit the applicable uplift forces in section R80211.1 from the WWW// M--I 0 tn roof assembly to the foundation. A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of vp END WALL FRAMING SHALL BE SPACED 6"O.C.. M Mw ) !+y "" � O A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS asphalt shingles shall be tested in accordance with ASTM D 7158 and classified SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® F+�1 '"d _ as per Table 8905.2.4.1 of the NYS Residential Code. GABLE END WALL FRAMING Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum- 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 27. NEW Construction /Additions&Alterations: 1 � � h% Al It shall be the responsibility of the General contractor or his subcontractors to submit in detail the design, calculations, drawings, written statements of the mechanical, �cl� n�F air conditioning, ventilation. heating systems (new, existing or upgraded) stamped by a professional engineer if required by the Owner or Building Dept. FER 1 C 2012 M R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENTAND NEW ROOF CONSTRUCTION EXTEND FROM THE LOWEST EDGES OF Class AAsphalt Roof Shingles w/ ALL ROOF SURFACES TO A POINT LESS THAN 24 INCHES INSIDES THE NOT fasteners per manufacturer's specification EXTERIOR WALL LINE OF THE BUILDING. and the NYS CODE. ON ROOFS WITH SLOPE EQUAL OR GREATER i b t & Waer barrier as THAN 8/12,THE ICE BARRIER SHALLALSO BE Ice per section R905.1.2 Q APPLIED NOT LESS THAN 36"MEASURED ALONG (Note: Double underlayment is required (n THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING CONTINUOUS RIDGE VENT for Roof slopes between 2 on 12 and 4 on 12) ___I RIDGE BOARD NEW ROOF RAFTERS TO Framing As per plans with 1/2" exterior grade = -J z TIE INTO span rated structural plywood Sheathing, EXISTING RIDGE BOARD Nail to framing in accordance Fastener N , 0 L.L.. R802.4.6 COLLAR TIES Schedules & Strapping per detail sheet(s). O w SHALL BE NAILED with 4-10d Flashinger R905.2.8 NEW ROOF/CEILING WITH FASTENING SBOX NAILS IN �HDEDULE p ANCE CONSTRUCTION 2x4 CT @ 48"oc F- 12 12 NEW SOFFIT CONSTRUCTION. < 5 r /i 5 MATCH EXISTING 12" overhangs-typical W H O I/ 2x4 CT @ 48"oc 6" Wood fascia & 6" Wood rake boards. z (D Qn 2X8 RAFTERS 16"OC 12 Trim in "azek" ore equal _ V 2X4 CEILING JOISTS 16"OC 4 q O w EXISTING ROOF SYSTEM Metal drip edge per R905.2.8.5 > Ur Fully Vented Vinyl Soffits Q 0 z " ExisTING CEILING JOISTS AZEK BEADED NEW KNEE NEW EXTERIOR GARAGE WALL 0 U I" ' w PORCH SOFFIT ON WALL " FURRING STRIPS 2 x 4 Doug-Fir Wood Studs @ 16 oc. Q _� „/ Double top Plate and Single Sole Plate. z LQL_ WRAP HEADER IN 1/2" exterior Grade - Span Rated O x AZEK BOARDS p z w Continuous Structural OSB Sheathing. EXISTING EXISTING DWELLING Fastened per Fastener schedule. 0 7> L- (D Q EXTERIOR tyvec House Wrap or equal. w < z PNEW ORCH installed WALL Wood Siding as per clients selection 0 installed per manuf specs and NYS code. O LL J z EXISTING FLOOR CONST. 0 O w _. _ _ — _ — Cont. load path strapping installed in accordance • �i �•. •� ,a PO• • • with drawings. V - - - - - - - - - - - .g Oo � oo FLOOR CONSTRUCTION � 0 < C:) Existing d• EXISTING FOUNDATION FOUNDATION CONSTRUCTION '"""""""""--""-"--"-'---------'------'-----------------' y Cc -- 1 , O O -O D1 U �. O` p CONSTRUCTION Existing � ------------------------------------------------- � m „ �, � � o a� d L = w E r ,n's of 6• I I I I � ccZn `oc, a=i � � c�o C O'Q 0 0 fC6 O •. 1 I 1 I A � � O.� o� U y Ur? UY • I I , --- N r � C O .. .- 1 1 I I I i N L N.d y -C O_Y•c O SECTI ON - A 1 I = � 3 S 0,016 � .O N I 1 I I I ' O U 0 0 0 O d U� I I y U d�+ = In 2 2 y SCALE: 1 /4„ _ 1 ,_�„ _ r N o -,E I , O L. N L N W 0;= �'E I 1 , I d O C O L O O O I I I 1 I U O ff U ..0.. O = 'O w = I 1 I f6 it,_ Q C N = N O I I I I I I I - C d E (6 N'O ID U OU.�. ____________________________ _ a__________-_ U 0 co tr f6 O.C O d I 1 = E 1 I , I � o �a � � a� � _ I 1 R802.4.6 COLLAR TIES •-------------------------------------------------------------------------------------------- -------------------------------- ---------- -------------- WHERE ---- ----------------WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, CV SPACED NOT MORE THAN 4 FEET ON CENTER. ; I RIDGE STRAPS IN ACCORDANCE WITH I TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. ; uN ONTINUOUS RIDGE VENT I I I I RIDGE BOARD PER PLAN ALIGN WITH NEW RIDGE BEYOND ' y NEW ROOF/CEILING , I •----------------- -----------, I CONSTRUCTION 12 0 \ry 1 1 tri EW ROOF 10 sCONSTRUCTION, I I I I 1 NEW 2x4 CT @ 48"oc i2 I I I 5 MATCH EXISTING I I NEW 2x4 CJ @ 16"oc U_ 12 TOP OF PLATE - W 12 m XIST G @ EXISTING Q NEW 2x4 CT 48"oc o ' 1 , 1 1 W EW.2X4 X o EXISTING o z EXISTING ROOF RAFTERS EXTERIOR w , , N W WALL CONST. ¢ CELLAR EXISTING CD LO �z EXISTING CEILING JOISTS @ 16"OC EXISTING 8" GARAGE SLAB O N U) - — . ' ' FOUNDATION WALL ' ' cV 0 Q EXIST.2X4 — - - — - — - — - —W — ON 16"X 8" i i EXISTING 8" M W FOOTING TYPICAL _ EXTERIOR , , I I J � Q z I ON 16' X 8" I ' ' � FOUNDATION WALL ; ; ; N � � J WALL CONST. z 1 + , I FOOTING TYPICAL , U 1 1 C I I I +/) I I , I 1 , I 1 O1 I ------------------------ EXISTING ------------------- I ti z EXISTING GARAGE c� �-------------------------------------------------------- ' I I I I ------------------------- ai EXIST.2X4 H ; I , , 1 1 LU EXTERIOR co I , WALL CONST. w ; ; TYPICAL FOUNDATION 34'-11" DOWEL PIN TOP OF FOUNDATION - — — - — - — - - - — , #5 STEEL DOWEL BETWEEN NEW ' AND EXISTING FOUNDATIONS. PINS - EXTERIOR PATIO SLAB ARE TO BE SPACED MAXIMUM 12" EXISTING SLAB ❑ VERTICAL&MINIMUM 8"EMBEDMENT i ti 6"4000 PSI CAST-IN-PLACE SLAB s- GROUT SOLID WITH NON-SHRINK ; W/6X6 w1.4/w1.4 WELDED WIRE MESH , ON GRANULAR COMPACTED FILL. HIGH STRENGTH GROUT. i 1 PITCH SLAB AWAY TO DRAIN EXISTING FOUNDATION ______ -_-"__ ON STRUCTION ; o• - o D• ` Q ----� -�---v -;---- ------------- •-----------------------------' ---------rs'�xro--------------------------------- ------------------------------------------ •------------ --------------- ----------------------- - ---- 1 a 1 1 4 I T ------------------------------- Z o DOWEL 1 o ' 1 o 1 DOWEL tn 1 a I 1 a I ' I 1rT�1 iti ^: M ct �/ , i � MQ I 14'-5'/z" "�" 4'_811 14'-5'/�" � �c3 cv � SECTION - B � , 2 � SCALE: 1 /4" = V—O�� FOUNDATION WALL KEY A BD —� EXISTING FDN WALLS o - NEW FDN WALLS161-411 34'-11" 12'-011 tib ] FDN WALLS TO BE REMOVED 631-311 FOUNDATION PLAN SCALE: 114" = V-0" �e L.L TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS 1-1/4" galv. x 20 gage Q TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED CUT SIMPSON H2A coil strap with (5) 8d common LENGTH at each Rafter. With nails in each end at each rafter. 12" Min (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 0 ° . -.—• . °_, METHOD WSP: EXTERIOR SHEATHING °° (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES 1: PER TABLE R602.3(3)-FASTENERS 6" �� Each Rafter on Each side Z ON EDGE, 12"FIELD. INTERIOR SHEATHING °�� (5) 8d X 1-1/2 nails in Stud Nail spacing Nailing-See Nailing Q •I I I i'i I' PER TABLE R602.3(1).FASTENERS VARIES '� CLEAR Schedule Dwg-1 of Ridge to have a Simpson LSU skewable hanger '.. I ISI I I METHOD CS-WSP: S AS PER TABLE R602.3(3) i T J Z I lal ASEXTERIORTABLE SHEATHING ATTACHED " 1-1/4" x 20 Gage Metal Coil WITH 8d COMMON NAILS Use 1-1/4 Metal g U Q Q :I (0.131 X 2.5"LONG) Coil Strap 20 Gage Strap with (5)-8d common nails ----- .I AT 6"O.C.ON EDGE AND 12" O.C. 12" Min 5 8d common nails in each end. catch jack studs —1 I• IN FIELD ( ) and window or door Header. Look Out Blocks BRACED WALL PANEL INTERIOR FINISH: in EACH END at Less than ° ° W EACH Stud. Typical each side and ALL Gable End Wallo. I I I' SHALL BE MIN.1/2"GYP.BD FASTENED �� or Equal I I I' WITH NAILS OR SCREWS IN ACCORDANCE 8d @ 6 oc Along windows and doors. „ F— = WITH TABLE R702.3.5 OR Braced Wall Panel to 12 Q O ,I I,I I I TABLE R602.3(1)FOR EXTERIOR WALL W _ — — _ _ _ _ _ I 1 _ _ _ J' SHEATHING FIGURE R602.10.8(1) J - - - '�' — - - 4'. Z d O �I I•I I'I I• U) VERTICAL JOINTS IN PANELS SHALL OCCURRAFTER-TO-STUD CONNECTOR & RAKE OVERHANG LIMITS - LOOKOUT BLOCKS RAFTER TO RIDGE STRAP R802.3 0 W OVER AND BE FASTENED TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN BRACED JACK STUDS TO HEADER TIE NTS O V WALL TO WALL STRAP WALLS PANELS SHALL OCCUR OVER R802.4.6 Collar Ties Q Z I'I I' AND BE FASTENED TO 1-112"THICK NTS NTS Where collar ties are used to connect opposing rafters, U W 'I � N COMMON BLOCKING the s n ,1 INTERIOR I,l � I•I I• Pp 9 SPACING I I 1, NOTE; 8d COMMON NAILS ARE y hall be located in the upper third of the attic space I I I and fastened in accordance with Table R602.3(1). .I 1.1 l l 1. 2 x 4 STUD WALL 2-1/2" LONG Collar ties shall be not less than 1 inch by 4 inches nominal, Z {J_ spaced not more than 4 feet 220 mm on center. Q 2 X 4 BOTTOM PLATE Ridge straps in accordance with Table R602.3(1) Z O I ISI I I I shall be permitted to replace collar ties. ry J •I I•I I•I I° EDGE SPACING -6" Q LL z LL U) � L.L.. C) Z ---- ------------------------------------- J o- LLp = U FASTENING REQUIREMENTS FOR Q W O BRACED WALL PANEL AS PER ry 0 TABLE R602.3.(3) 2 (If � N to C q _ ELn EXISTING WOOD DECK c NE 12 o ° Y w E L y to V O L I .0 U..,-- N p LO) I -O C C QN C N C 5 U N Ol O`-G -'Q O U C C O O O.c V O y V O U Y I d U Y O 47 d Y N ' N:E� CO ° L 2-E r — — — — — — — — — — — — — — — - - — — — — — — — I— — — — — — — — — - n �• 3 3 = r C..:�. _ � LNC L1- m Nm- Z'3oE o c s `o C m o Eli� � NNc N � � C O- 1 L U to ` (0 G ° fn I E•E L y-O CU C REMOVE FRONT I N a°i c a E.f No o 0-C M i EXISTING DWELLING I AND REARzo >= a.=_o c. I ° � ' EXISTING I I OVERHANG ; U — 1 I I a2'-6" rI I N °' ' ' II G � I I i CA N I I x I W I GARAGE I DWELLING GARAGE EXISTING RIDGE BOARD ; 0 SEPARATION IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 ACCOItDANCEWITH TABLE R302.6 0 0 r EE C�WG 1 FOR TABLE i io o ° rn I SULATE WALLS U e O W En C MMON WITH LIVING O U (D I U i ° <° ° ° OOUO O A EA., 1- x" i I n O(O CO z z PR VIDE:HEAT L? I W U �' z DE EdTOR PER R314.2.1 I o (n � z N X � cn F= w , M w w `" NEW 2 X10 RIDGE BOARD N v w `�w cn v NEW 2 X10 RIDGE BOARD - - � nP: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x - - - - - - - - I - —c n— LL Q C7u n N Q ��O Z� ,l. U ° x a WQ]� uJ O 1 co J o (O c0 W I (0 00 J J LL~ ; - x WO / \ �r ; cxv 0OU Q I I M N 00 / \ ��X � i � CV N CV W N N / \ NEW KNEE WALL NEW KNEE WALL w C14 N O I O / \ w U ABOVE TO SUPPORT ABOVE TO SUPPORT z LL / \i I of N O \ z (xv x NEW RAFTERS NEW RAFTERS z I\ O Z / (y �((2) _ _ _ _ H I N N ,(2)1-3/4"x11-7/8"LVL ' UPSET - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 69, - ------ -------------- ------------- ------- 1-3/4"x9-1/2"LVL i(2)1-3/4"x91/2"LVL x i \ \ N �( ILLI 6i/ 36 80 _ \ --4-------- --=--------,\ I i J > Q LIJ (o I � ;I ILLI \\ NEW COVERED W� MASONRY CO N I - - x \ M z� PORCH M �' N \ I Z 2x 8 RAFTERS @ 16"oc a0 N N I 60 � SEW 2x 6 RAFTERS 5 16'"ac (� 2X8 CEILING JOISTS @ 16"oc 7'-3" 7'-3" 2'-10" 2'-10" 7'-3" i 7'-3" / FRAME 2x4 COLL R T EISTING @16"oc01 2x4 COLLAR TIES @ 48"oc \ I II ; 3-2x10 3-2x10 ---------------- 32x10 32x10 2-2x10 S I ---------------- I ' I I - 1 71 L 1 J '— — — — — — J 96X84-9ARA9E DR EXISTING — --------------- i J — — 6X6 POST — — — — T — — — — TYPICAL RAILING ' 2x4 TOP RAIL --------------- ; REMOVE FRONT NEW MASONRY I AND REAR N 2x2 BALUSTERS @ 4"oc STEPS --------------- EXISTING 2x4 BOTTOM RAIL I OVERH G 4x4 POSTS 5'0"oc, ra O I I •_-•I o I I � tv � \ >~ > MUS A B I ; --------' 'U F'; I ------- U ;d bA 00 .� x � cV v 16'-4" 34'-11" 12'-0" o M � 63'-3" NEW WALLS ^" SrQ♦ KEY � v3 1 ST FLOOR PLAN ` EXISTING WALLS SCALE: 1/4" - 1'-0" � "jam r�y�r)4, ©��v ti s®w LL 0 M0 {.1 r) z Q U � ' Jz = J U < � ry3� J 0 w 0 In (D 0 f-- � � z � QO Ow (DU) I_- > CD p0z ov � w NEW ROOF FRAMING NEW ROOF FRAMING ' ) _ EXISTING ROOF----- OOF TOP OF ROOF — - — - — - — EXISTING ROOF Z — 01 TO REMAIN 12 TO REMAINv O X 12 �19 5 � wRR J 12 10 Q ��` 1 ��V Q 5� ROOF~ 10 w Q �"' GABLE NEW ROOF--_--_GABLE ILL ZQ J QIODw U TOP OF PLATE O 0 v, co - LL. Wry N � _ E•N EXISTING DWELLING rn O1 ` o ° DWELLING — EXISTING Y w E D o E t O N-O D o.-. V p N 7 D N O N Q p Cif'OF SUBFLOOR 2 D D 8-0 p D N U p D y UY (puni2co >a � n'� � 3 0 OP OF FOUNDATION — w y - - - - - D ` L LC Cf N O S 4•� O E _ 24 C O a O p -m- L) p U C :0 cr N O'C- "j CO - ft-- O 0 Lp C C 47 0 U C Q Usn EXISTING GRADE EXISTING GRADE ami c o E m �o o N I I I I o I I I I I H r; w cu a H m E 0-.!=-o n. LEFT ELEVATION i i RIGHT ELEVATION SCALE: 1 /4" = 1 '-O" SCALE: 1 /411 = 1 '-0" i i i i i i i i TOP F FOOTING— - — - — - - — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW ROOF FRAMING RAISE EXISTING ROOF NEW RIDGE HEIGHT CV r) NEW ROOF T ---NEW ROOF o FW-- GABLE 12 - 12 GABLE N 0 12 12 O Lo Z 04 04 9 9 NE PO H 0,01Fd_F 9 1 9 N CQ cfl U) W J TOP OF PLATE J Q W M bo co Timi I Ll J... V N ARAG D OR r- Of OF SUBFLOOR - - - - O_P OF FOUNDATION _ _ _ NEW MASONRY NEW MASONRY r STAIR ADN RAILING [` PORCH TO CODE 1E] 0 Ll 0 EXISTING GRADE f M� W z V o bo FRONT ELEVATION I I M I I - - - - - - - - - - - _ + - - - - - - - - - - - - - I V -� bA o .� I SCA-LE:-114'- 1+Or' I I ® � OP OF FOOTING - - - - - - - - - - -— — — — — — — — — — - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� A 6 .i