Loading...
HomeMy WebLinkAbout47263-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47263 Date: 12/27/2021 Permission is hereby granted to: Frausto, a� 175 1st St Laurel, NY 11948 To: demolish existing dwelling and construct a new single-family dwelling as applied for per Trustees & SCHD approvals. At premises located at: 1425 Bay Ave., East Marion SCTM # 473889 Sec/Block/Lot# 31.-9-7.3 Pursuant to application dated 11/8/2021 and approved by the Building Inspector. To expire on 6/28/2023. Fees: DEMOLITION $379.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,392.00 CO-NEW DWELLING $50.00 Total: $1,821.00 � 1{ Building Inspector OWN -SOUTHOLIED—BUILDIN" DEPARTMENT °own A n 7 Main Road .P. Lt 11` 9 Sow hold, _` _ _ 1) a 18 c � �)165-9502 0c pv _vr- APPLICATION FOR BUILDING P, ,,, MIT r—Offite Use Only < PERMI NO. YBUII DIN-r, e TOWN- Appikaticins and forms rnur, gilled ow In their enbretV.OICOMDIrte SOUTHOLD if ap l ation%v4N not be a - ted, Whwa the AppillwetIt not the _ or,an 1 is A� o nn form P9 e 21shl be ed< Date; September 28, 2021 OWNER(S) F PROPERTY- Name., Jeffery Williams 0'". OQ 7 ' Project Address: 1425 Bay Avenue East Marion, NY 11939 Phone A:(631) 838- 2025 Email-jswjrl@hotmail.com Malling Address:175 First Street Laurel,NY 11948 PE_ _ : Name:Robert W. Anderson—Suffolk Environmental Consulting, Inc. Malling Address: P.O. Box 2003 Bridgehampton, NY 11932 Phone It:(631) 537-5160 Email robert@suffolkenvironmental.com DESIGNP140FESSIONAL INE P- MI W- Name: Joseph Fischetti,P.E. Mailing Address:P.O. Box 616 Southold,NY • 11971 Phone q. 631 -765-2954 Email'wingman@optonline.net F14MAT g - Nam- M ihng Address: Phone Emai, . DESCRIPTION OFF PROPOSED CON-S-IRUCTION Nei tr cture LIAdditi Alteratko E e air emol_tlo ted est o1 e t 00th j 500,000.00 W01 the lot be re-graded res ••-�� No �. ®Will excess fill hf sewed frorn prem- s- 1 (N PRimaywiltowArcm Eidsting use . Residential Irate ° Residential Zone or use district_ In which premises is situated: any covenants and - restrictions with s t t R-40 Is [IY s p IF YES, PROVIOE A COPY to so_ tho PAW suffifthm _ .. wwiii Application Subtrifted By(pirint e Robert W.Anderson MAut-NorlizedAgmtsir STATE OF NEWY -SS_ COUNM OF -" 1 --_ �n �� A .dem C'S- f o_k Env- amental ,in&uw € ply spa deposes _ s that s' is the 1`C t (S)he Is the Agent a lContractor.AgenL Corporate Officer,etc ) of said owner or owners, and Is duty 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 hIsNr knowledge and bel' fi and at the work will be perlormedIn manner set forth In the application therewith Sworn before e this day of , 2 Knistun S Biggs - NOTNIRY P_BL .` 4kTE OF YOF Registratio 113n ,io A _ j 4 (Where the applicant is not the owner) 1, tgffjC3 AjjjjA residing at -hist Street • Laurel, N f 11948 Suffolk Envirorunental Consultin&Inc. to apply on my behalf to the Town of SoutholdBuilding Department for approval herein, _ Own" Voture Date illus _.__. int Ow.nees ama 1 { BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9790 DATE: DECEMBER 21,2020 ISSUED TO: MARY R.FRAUSTO&JEFFREY S.WHAJAMS, _JILi PROPERTY ADDRESS: 1425 BAY AVENUE,EAST " ON SCTM# 1000-31-9-7.3 3 i 1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 21,2020, and in consideration of application fee in the sum of$250.00 paid by =R Frausto Je v S. William Jr. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees ] authorizes and permits the following: Wetland Permit to demolish and remove all structures within 100.0'of the existing freshwater wetlands (Marion Lake),including the existing house and related appurtenances as well as the existing cesspool; construct a new two-story frame dwelling(40.0104.01),setback 101.0'landward of the freshwater wetland boundary;and to install a new IA/OWTS septic system;establish and perpetually maintain a 10' wide non-turf buffer extending across the property which lines up to the 10' right-of-way along with a 1 non-disturbance buffer at top of the bank;and as depicted on the survey prepared by Peconic Surveyors, P.C.received on December 3,2020,and stamped approved on December 21,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 21st day of December,2020. O 1 1 i 1 } 1 E 1 2 E F E [ YORA �� CERTIFICATE OF INSURANCE COVERAGE ;,rt C"pensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW I PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legs(Name S Address of Insured(use street address only) �1b.Business Telephone Number of Insured NORTH COUNTRY CARPENTRY AND RESTORATION INC PO BOX 356 E 631-374-1239 ; PECONIC,NY 11958 c.Federal Employer Identification Number of Insured or Social Security E/Work Location of Insured(Only required if coverer is speacally umber limited to certain locaflons in New York State,i.e.,Wrap-tip Policy) 1425 te V A .East Manom NY, Q_3 562331384 I 2.Name and Address of Entity Requesting Proof of Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Jeffery Williams HARTFORD LIFE AND ACCIDENT 1425 Ba I y E Ave East Marion, NY 11939 iib Policy Number of Entity Listed in Box"la" LNY816431 c Policy effective period 01-01-2021 to 12-31-2021 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.Poll overs: L�'J A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named' insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11-04-2021 f ' (Signature of insutan carrier's authorized rept��enfat or NYS Licensed Insurance erre of f3ca4 insurance ca I Mori Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS ' Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York i Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. I Date SI ned B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) IH PAW" PEPT OF LABOR, FARS all UIUI�`\\ v vv�� vvv v y v�vyy \�\ NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � ' lil ^"^^^^ 113611704 NORTH COUNTRY CARPENTRY& RESTORATION INC PO BOX 356 PECONIC NY 11958 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH COUNTRY CARPENTRY& DR.JEFFREY WILLIAMS RESTORATION INC 1425BAY AVE PO BOX 356 EAST MARION NY 11939 PECONIC NY 11958 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11308283-9 42976 10/04/2021 TO 10/04/2022 10/27/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1308283-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PETER HEARD(PRESIDENT)OF NORTH COUNTRY CARPENTRY& RESTORATION INC (ONE PERSON CORP) 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:617078067 Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DIB-120.1(10-17)Reverse DocuSign,slo Envelope ID:8D8E6C58-3DB5-4118-9813-OODAOD65E147 � DATE(MM/DDIYYYY) mac! CERTIFICATE OF LIABILITY INSURANCE 11/04/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Destiny Salter NAME- McMann Price Agency,Inc. PHONE (631)477-1680 AUVCNoExt: NI: (631)477-8930 828 Front StreetRLE-MAIss destiny@mcmannprice.com ADD PO BOX 2065 INSURER(S)AFFORDING COVERAGE NAIC# Greenport NY 11944-0876 INSURERA: Utica First Insurance Company INSURED INSURER B: North Country Carpentry&Restoration,Inc. INSURER C: PO BOX 356 INSURER D: INSURER E: Peconic NY 11958-0356 INSURER F: COVERAGES CERTIFICATE NUMBER. CL2111403264 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_ LTR TYPE OF INSURANCE SD POLICY NUMBER (MM/Dg tiFF MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE I OReit 50,000 CLAIMS-MADE �OCCUR PREMISES(Ea occurrence) $ MED EXP(Anv one parson) $ 5,000 A ART128601316 09/14/2021 09/14/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 POLICY ❑ PRO JECT ❑LOC PRODUCTS-COMP/OPAGG s 2,000,000 PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE UMIT )$ (Eo aowdo ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPpR'YDA. A $ AUTOS ONLY AUTOS ONLY a m', is UMBRELLALIAB OCCUR EACH OCCURRENCE Is EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ _ S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEN/A E.L EACH ACCIDENT $_ OFFICER/MEMBER EXCLUDED? (-� --- - --- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Jeffery Williams ACCORDANCE WITH THE POLICY PROVISIONS. 1425 Bay Ave A t _SE TATIVE East Marion NY 11939 • v ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD FjscHE: -r -ri r#1 ENGINEFERIN, G December 23, 2021 Amanda Nunemaker Town of Southold Building Department Main Road Southold, NY 11971 Re 1425 Bay Avenue,East Marion SCTM#1000-31-09-7.3 Dear Amanda, The home to be demolished referenced above according to National Grid,is not connected to natural gas. -tee i Joseph Fischetti, PE BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH Q�FISCHETTI.COM FISCHETTIENOINEERINO.COM 631 -765-29S4 1 72 5 H O B A R-r ROAD 5 0 U -rH O L D , N EW YORK 1 1 97 1 r i ? SOFHE TOWS OF SOUTHOLo u - 5,THE d}N-'4A LAR SgIAi D yeat Y`*4E i4:�.ATION A.hDS 43FA'LJ'2PIE9: {f ! ntt`Y&tl"ciTO A?RK H_::•^NfRAGNRkS A9VL A_L isll@SURrAi,c N'=CRkFA'iC'iSnOstM bN TH'eaE i '�iAhS,5.:0YOfi#ti�A h*[;}xgS '4'YaFGRRte-'Ii A�O 'iY IN'Fs'Ieu3.. PN�FI+" �3Q7# g-vs O'bT OR SY RESFo.aeLE FOR SOUMG+ LNCOESSkay ERMRS aEFORE COMMcNG:NG SD.4 35 dt3 7J 5€P77C .,z<vtJ'Gi:�AAf.E e4`,`ER.nt}ti0 5Ria — "ft9=_3'3 Hi Ai..t.C+OA.'E^T=.HT3WN G3-TY,STATE 1J F-O¢At t l*k CL4,S AhC S H 4A0 OR 5nAL a RcSPs?h5`ti.EE rGR^vi�#JSS>C TtL TitNK 4'YSJ�'tiaL>:nni-<AIS O,�..ET_.0=',_9:.i ISG �6URtw .. I ul 8.ALL PRECAST`TRUO URES SHALL aE APPROVED FY T. OUNTY ANO COUP YWtTHTH 4REGU�lTICHS. a,TD PYC NANUFAGTURED Yl HalsE ADAPTOR _ o.ALL PRECAST STRUCTURES SHALL DE iT"i<Gt10 PS'2S DAY S.RcNGTH GOYOR�E. tn.SAY1TARY?jpETOaES n35-CORASFIECIFIEDONPINs OUT DETAIL c _ NSTRu c Ras Gwa a -N,GOFSRG scAUR Ton 9Y s,M_S Z 'V'^Pt'T4- =U J4£�'SE^M 4 TO v€FS .h V35vN C�TR9t SEA-.:fRE � 'O Nsi'ER A-S EfiP G '3 tN ctN;s Awn C.ANO'M1 I"i £4G - Z N.T.S. 4 Ta t 4Et4 cw4 tF o--i aQ ac aY s 4a ; zo G:GRn JA44?a.-Rr.L G4- �T�.3a`a SAAX'PAUk'D ti tY A.,HE C?T:MUA'. k,o'ii Gh-' ASU cRi-;tE zv eb 2,.?9Cb'T"x=€'. �} Q EKE 11AGy,TSGeneralR-:1;ame `�' m jfj t.L -ai liA OWT s told a a l a Was s ;rtiaa culsua.t t Ch.n `u°-'Rr'.?a Vt S p d::s:='t Ln I.- a t to Se o C rty .^�! 563-3rI'ial Oanartmant d- Q 9 .Hess$=} rc -s:zsrsam t t-coat a^,.A:en t .a tment system Ins!at LLI S ,iaparUne t of yar.L ecs rg arA�a s Lain p �� of Leta ler na an ns r,AFa rs ma t-r,a}st f 4ce,-ssad A 013'SS L9ai;tsra v� e_vvtl�r- 91 2 Imgatt 'ball pm-,.de a ae,..:l ata °'the ins-tlawn and construction from a pmfas o aI engineer or registered architac,,ar nm`t appro at of Lha system wnar must be tLF ed t$ 3 An aka_' Gt>arat�on and Maintenance Contract between the Maintenance Provider antl Prope o subm,ac o the OePah"m _ A Allinstalled I/A OWTS are required to have an initial 3 year warianty and operationima ntenan ceservae t aA Baa a oar the unit shall b "mad to the roof of.;`ta rastderes te-� t separation of 52 5,+t�Pan a 6A OLhITS aqui, n re ana ih *co c =nt b tI Nava a*m sec above the attaa to ant the suet m is vrear3a-la T 1 sch.a to ha sloped atm o€Lha dacl-h ares anoa and i inhere ml Nn of 18 s s� 9pe may be pDao to thea fe: it cities shall be Rreaiad a n n m rsf 3 fsa- -m r.wlnaaw sl*d must tarr�ra wti"f a car'=s fi:sr da .AS: si=t a,es must Nava mi T m diary o 2 iil 8 Grbage grinders shall not ba psrm-itteo when an VLA OW7•S is utulzad as rt,eans f s age dfspos I to addition,water sotterais shat not discharge ire':o an h T irsts:i VA OWTStanks o"'ht to manufacturats recommendations.All applicable remmmendsfiens p—ded by the mana^t•ar ahall ba mp`"rt nt�d R.The 1(A ON`a S to k shalt be'asta€ed :mal in aEl dlrsctians(wM1ha maxir`+>h tola'at~ fn cry ```im `°°s quart r inch) h1 on a m m 3 m thick bad of prepedy kvc=ied and compaa=ad Ea d afma from re.. } p=a foot below fine grade. .NGCO 9.The top of the LA OtMS tank shall not be located greater than 2S`.oat or less than one 1-31-09-11 _ING Elactrical Requirements WATER �r..s` 'tT`m._ I.Control Par -a as F -ore o b aml.d by the I°"'sx coy me r _-- a- N-1 w n V v'a d mat„ase - hat':serves. ha.x� leci code f - 1 1 1 b. :e_a.=.rol Panel^ox ...31.,e plaid u c o a .tette pedes has s A3rar `v?t`r',sh ba-eI ock May'+a^=o rtaaonar ts,ia way:of't=s r, re -afa;ab >":fifty �77{ n a no t q .: '+';Salsa neigh{a Yip�� p I 1°1 c Th6 hi yanal C p c3 a so ro tNE4SA.4X F"' t"cc VMIIV}''i�L CALCUL a. h2 Donal 3l" <ct Na a-3, 'cc tile.- "'g aca_t ac Hct S.r='.:^1 '- a The corn va, ve a^,mp a can;is`o r iSS.7cI o a o lu.c ana - a }i:an ng ,i -n s,= ,cn m'a.u"o ud a a.^.d Z NDi.SE; 25 €ath sus 'r shalt a ea Pec - t a cc .?ar s a nab'Ld a_ °-. LIJ iFa 7j42.22 94 f L'F 8'DIA RtN05 at rn ea.ba a YUSE s.. nd yea. } )8 AME'ER X 6'€}E€P W Q -kiCm do°tside u Z O 2 PumPs.a�' is L-e SCo' are g the F -m° r d S..is t be w2 r goui 380r'a2.22- 31 DF 801A RG�'GS The t ct sal,'+•` b s F " `-;3}8 G:AMETER X 8'DEEP th i A OYJ"S i k =a.ba rn 6r`8-a:a Lt:.rpt`a N k m r � - Z b The Ueee`'tren shat @baeeva dump yei mr.-es -e,..a?e. c.Ins,"-eetian'or!.11;1.of the tore n fittio.syn.nratie dun»tF.e$x'..- .p*a_ Q {V Q U) LO SANITARY DESIGN � ry z r � tt y LD c.0 ACOESSARY APARTMENT: 1 BEDROt#t 1 C CO t0 aL�ED A#AL4 HarSE: Rt0 NOV' 3 _1�l'++t1 Lu x TOTAL: 5 BEDROG:NS U_ 0 HYi)ROAGTION AN-500-55OW60 -tL;aiNG DEPT. � CO -scil ---®— (1)8'DIA�EA'.,f`itNO POOL- t&'DEEP pt ---;G�-GOUTHOLD � GIA EXPANSION POD-IS'DEEP - 0_ O a LP &EP TO HAVE 8' TRAFFIC COiRS s,. 1 SCTM# 1000-31 -9- 7. O INTyEPART4a1ENT OF HEALTH SUFFOIXFORA FgERMIT 1R AOt,.�,VALOF CONSTR�UCTION � DATE - 244 H.S, i It l $ �I APPROVE --- 1 1P I Il �3 TOTA Fs; ES ' 1 .} 1. n tI{ o ARES REEYEP.R:a', _.Ed-.=.�--�--�-- I MARCH 2,2021 S Abandon-+t Of existing 5allilaiy system must be in if COIItOt21CC with{IB t2'€YSCi==i ie¢ult ^?eT4i Submit I SCALE:AS NOTED BILL OF MATERIALS -Completed ao.=` ��'� ` as prod VM s A� $ $E INSPECTED BY THE ¢ u WATER L�NE{5}MLI T ( SHEET NO: I SUFFOLK OUNTY DEPT.OF HEALTH SERVICES. CALL RZ 4$HOURS IN ADVANCE, 2.Vt SC LE INSPECTION(S)- C tH %A TH DEKA T mn.r= rx±mc - 1 Z oW. o:.c 3s c c a E m aW o w SEE �` a – moo Nm w n m >a o - w nE m6 c U)I R2` zi f`L'i QIE �"-ut U W E i M. WI w Xm NOQ i Nj ?�\ � �E Z '+r t •- �� NN�3-N� ii O z 2 y U J .'M m U' <U a — �' Q o g /, Axe j �y�jai ff�aiw f � N mm m �E�iOW? 22 iWiuu=� OK Z 4O W � Q {bs `LS S W QI N nc�i�c� Lm�NO � 1 I Z W Q J 4. < szs a l 4g I.t R° x� i { �f v) � z Z O O Y SQ g Q _ O m= J U "Z� o amt j yl JJj 32k i Z§Z OWn m n w m gg r� w I b a oy W s c K W� O.W ' U o' ?U ui �3 � vcs ip U W U 1 LLA m bo IMS s N 3d,1P ?x a Ii L o m G' i^ r+ t Z J Z:z o � � - ll _ O �vFO �� � - - - - - -b's c')o -- ® - --- EJE M -U) Cl LL. -,o C? bo LU N V� 0 C,4 C? bo Ll El FRONT ELEVATION ♦ SCALE: 1/4" = V-011 ♦ W uj Z Z � ZLo JXpN Lo z00ti 2 - F- C/) 0 D co Lu rr—_— r-----------------MII L L o o- C? bo 71 0 DRAWN BY: IF 11/28/2021 SCALE: SEE PLAN bo SHEET NO: RIGHT ELEVATION SCALE: 1/4" = V-0" LU -21 V6 0 „Aap L.JS' nfURIM.Ml1�v�,r O z zo w U-1 OZ � � H o Lin � � bo w REAR ELEVATION SCALE: 1/4" = 1'-0" lu, n � - -- --- ---- ------ - - — - — - — - — - — - ----- - - -- - LLJ Z Lo ----- ---------------- -- - — ---- -----==T-- — — —-- -__— --- WcoC) N --- - ----------- - — - - - --- - -- fnwOCfl - -- -- W U) — — - -- - 0 ------------- o ------------ - --- ---- - 0o -- - -- - - — - DRAWN BY: JF --- -------- -- -------_ _ ___ ---- 11/28/2021 — SCALE: SEE PLAN zo ----- - -- -- -- - --- --- --- -------- SHEET N O: LEFT ELEVATION SCALE: 1/4" = 1'-0" A 2 40'-0" oo 34'-011 6'-0" lo 01 15'-3%" 18'-8Y2" 51-411 itol �■�,, ---------------------------- ----------------A281----- - !ii 1 D` v 4 C a G v -f--- -----e-- ---,-- f -�.� ° �.e a 1 1 = 1 • , Z I r ---------------- - ---- -1--1--1 - --1 --1 -I -I ---------------, . A I 1 1 I I I I I 1 I -wINI- I I I 1 I 1 I 1 I 1 1 I I I N I I will �:) a) w N N I I I 1 I 1 I I I I I 1 I I N �I!11 ' pJ I I I I 1 I 1 I I 1 I I 1 I I I 2'X2'Xl' WINDOW WELL WASHER/DRYER LOCATION m N' i i i ; i i h �'N CONC.FTG. d,1;; \ O PER CODE TO BE DETERMINED _I_ _ _ _ __,_ 4v (TYPICAL) • ¢II" (3)1-3/4X9-1/2 ML C<01 n Lt1 v J P■-I Z`•//J 1 N, m F V) I � Z a 1 I—2X6 ACQ @16"OC Ln Lu p I I wnl O Q 1 > (DInl m cull W <1 11 1 1 + / p l H I allll O ■ N I XI 111 cq L NI `,^ v lD o ?'X2'X1' L J CONC.FTG. - r ral o (YPICAL) G0) Eal O _ 3 1-3/4X9-1/2 ML GIRDER - _ - I. 3 1_3 4X9-1/2 ML GIRDER,- 13 1-3/4X9_1/2 ML GIRDER! (3)-1 ---------- -- - Ln O N '^ ----- -_. (-)__ ____-_===-=f--A=='O /__ __-- ® O �_- 1 3/4X91/2 ML GIRDER -I ° ------- - I".I1.4 N Q� _ _ __ ___ _------------ -- _ -_ -_ 1 L- s- -- =1= -- --- -- -_ - s N I IF II I T------ ----i ----------------- ----------------, - I I III I I I I I ' 7'-211 7'-2" 71-211 71-211 1-211 L I IIIK I I I 1 1 IIID i _1 1 IIII< 1 O L zn I l) - I IIIN _ �10 e° I Illy I n I � I i T 12X6 ACQ1 r - -N I N Il O p�p I In @16�OC o 1 1 I Irl C-•( p N I III ® a N IIID I I � I 1 nl LEDGER B ARD TO BE FASTENDED N ll� TO BUIL ING WITH TIMBERLOKO zin nIDC I I SELF-COIJNTERSINKINGSCREWSlu I III I I I -IFIm Q BY OLYrV PIC MANUFACTURING ° 1 nIi1 ---(2S REWS@32"O.C.)------- -- --- - - ----------------------------- ----------------- ------------------------- --------- - ° -- - -- -- --- - -- --- ----A281 ---------- - ----------------------------------------- -----------------A281---------------- 3'-4" 6'-11%" 23'-0%" 6'-0%" �— "� W 4'-0" 36'-011 W Q) Z 40'-0" z ,— Z U-) W X D N Qo O FOUNDATION PLAN o m - ^ SCALE. 1/4 — 1-0 M LLO B°THICK CONCRETE WINDOW WELL F? HORIZONTAL PROJECTION(Ie DECK) r' �. ��• M� y" °J'" OLL k6 REBAR —- -—- - ®12`« . k E z °t. y�y �*• M m REMOVABLE STEEL GRATE 4'min • t N'r uM '�"°. .w,r,,.m-`4 n ? 3'-0"min. LADDER lel,T ,I,, -il. rF11 RUNGS DRAWN BY: JF ",�'.A,�1./j'�S"C!!"e�: •r'�:, K6 REBAR -�f,- min 3" ��"'"•„�C: � " i1' �.° PROJECTION .. • .•i'"' pZ ®13"OC 'C 44"ma "k— 'ADJUST FORLARGER WINDOWS F (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO D O•• (PER CODE) OPEN FULLY) j 1 J('�( 1 11/28/2021 ° DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. 6 COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT y-ti, USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. '�11 "�L`` "1?� y^s�+ SCALE. SEE PLAN min.6"DEEP GRAVEL BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE '6 44"max. UDDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER 0, THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL LADDER TO BE PERMANENTLYFIX6 ' NO D TO MORE ALLTHAN OF INCHESN E HAVE A RUNG SPACE IG H E E T N O■ NO MORE THAN 18 INCHES VERTICALLY FO0.FULL HEIGHT 0� OF WELL. '6 4 4 WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR URGER OPENINGS AS REQUIRED. WINDOW WELL DETAIL SCALE: NOT TO SCALE A- 3 W U � w Z P4 V) W 0 40'-011 W H 61- P4341-011 011 O z Z � w w Z 15'-3%" 18'-8%2" olQ W SOLID-CORE DOOR `V Z wWEATHERSTRIPPING O O TW3046 AND DOOR SWEEP(TYP) u 2-2x1 I ----- ^/ --- ---------- - II 1 1 I I I I I I I I I --------�� ----- � ' - ----------- �- _ (3)2X10 DF#2 - O N -- - I I I I I I I I I I I I II:I ' O o I I I I I I I , I I I 0 � IIII N I I I I I 1 I I I O 'L N I M N D N i I I I I I I I I I I X w - 1111 ^ J I I I 1 I 1 I 1 I I I N M J Ln U P ---N F_ O III I I I I I I I I 1 I 1 I IIII 111 (2)1-3/4X9-1/2 ML FL SH BEAM 0 u 1 KITCHEN -N 2X6 a @16"oc F� _ _ w PANTRY 4 - m l:L NF, i N N r" IIII 1 1 0 N o Y210-5%2PORCH o nn I M mooorH O 11 X IIII I 1 --- ---------------- o ENTRY N IIII I 1 ----- O p M IIII I I I m 1 ry p v IIII III 'All 5'-1" 4'-811 m 5'-9%211 LD—_ I N - - ' � HALF � I 12X12 FG COLUMN I rl n n Ln - w/6X6 ACQ POST B m --------- - (TYPICAL) n = o 0 o I _ (2)1-3/4X11-7/8 ML w/1/2"STEEL FLUSH BEAM_ 2-2x10 (2)1-3/4X9-1/4 2-2x10 'I O _ �r1 2'-4" 4'-0" II I I Ilil 13'-3%2" 51-811 d 11'-6" 0 OLnt �n PORCH nl O I I,II� N 1p I 1 1111 W _ Qq - N I I I I I I O `-' 11 N - 1 1 o U LIVING / DINING o Z BATH o a o �— o o o BEDROOM No. 1 $ N W rl 1 I — W @ C7 r O 1 I I I I I N N I..L ~ 1 1 N I I 1111 M \ , r 1 I III N N � z 1 1 nll Z ^ u W IIII ///'''SCD Q I I IIII � Y II11 J I I IIII t1/ 3)2X10 DF#2 X _____= 2-2x10 2-2)JO < O O x (2)9 1/2 ML HDR Z m = ~ w TW3046 TW3046 TW2636 AN31-2 _O 12X12 FG COLUMN O r w/6 6 ACQ POST F O � ( PICAL) 21-4" 9'-2%211 81-3" . 10'-211 6'-0%2" 41-011 36'-0" O loll 40'-011 loe 1ST. FLOOR PLAN :nu. DRAWN BY: JF SCALE: 1/4" = V-0" 11/28/2021 ' SCALE: SEE PLAN „M -, SHEET N O: W U � w Z O Q W O � Z 40'-011 W W W 34'-0" 6'-0" Q� lo uj 18'-8Y" V� ►�'� Z 15'-3Y2" O M� O SOLID-CORE DOOR ^ w/WEATHERSTRIPPING Ln TW3046 AND DOOR SWEEP(TYP) O N 2-2x1 ' ----------- O-O ---- M 1 I I I I 1 I I I I I I p (3)2X10 DF#2 111 N w 00 Lu N DN I I 1 I 1 I I I I I I I N a J 11 I 1 I I I I 1 I I I I N � IIII y r I 1 I 1 1 I 1 I I i I I I UP Fw- o III, H (2)1-3,/4X9-1%2 ML FL SH BEAM p �. IIII , � 1 ° 1111 KITCHEN , 2x6 CJ @16"OC 0 PANTRY 4 0 nn 1 O I` N N m � - # IIII I I L° 0 17'-3%2„ m 21-7%" 2'; " 10'-5%" N m PORCH o nlili O 0 li ENTRY N IIII 1 1 ---3---------------- p -..IIII I I ___-- p 0 m IIII I I rn ✓IIII O II11 ' 51-111 41-8 11 Om 5'-9%2" --� ^' _ IIII ` I ~ HALF ~ 12X12 FG COLUMN 11 - — w/6X6 ACQ POST c -a�—I IIIIIIIII II1I1I IIIIIiI1IIII � B i, I _ ' 1 (TYPICAL -A1 L) ----- O N 2 2x10 No - N(2)1-3/4X11-7/8 ML w/1/2"STEEL FLUSH BEAMX N _ - _ _ _ 21-4" 4-O" 001 13'-3%" n 41_111 51_811 uPORCH o 0 W IIIIdBATH LIVING DINING -1 00 3 BEDROOM No. 1 Nm pm, rD g-1 W�zZ C�X Z� � Z I pN�N 1 V�Vr}, IIII K \, LO 64 OO \1/ I ; IIII ____ , Z O 2 � ; IIII F- 12 #2 O = M ®; _______- 2-2x10 2-2 0 x (2)9-1/2 ML HDR //�) O CD TW3046 TW3046 TW2636 AN31-2 W 12X12 FG COLUMN ^ U- W/6Y 6 ACQ POST ` ' O ( PICAL) 21-4" 9'-2%" 8'-3" 10'-211 .�.L� 6'-0%" 0.. 4'-011 36'-0" 40'-011 0 DRAWN BY: JF 1ST. FLOOR PLAN „. 11/28/2021 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN 1 . . , SHEET NO: W U � w Z V) W o 40'-0" Z P4w5'-0" 29'-0" 6'-0" 6'-8/211 15'-7%" 6'-8%"le 0 O ANO In AN31-2 TEMPERED (3)2X8 DF#2 2-2x8 I I I 2-2<8 I I I I I I I I I 1 �4 ^ I I I I I I I I I I I II � I I I I I I DNI I i I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I IW 0 O � oLO L LO C-4 tD x MASTER BEDROOM _LD � o N N N m 0 N (V N In E00 N M N �' o N BATH BALCONY 00 X Lo_'] 5/4 DECKING OVER ' 2X ACQ SLEEPERS, 2'-6" l� PITCHED MIN.1/4" '-7" '-5" 9'-8/211 l0 lD ON EPDM,FLASHED , io I 12'-10" N m 15'-3%" - 0 -1 ul ' �n N 2'4" M, 2 -4" — O 2-2x8x8 2.2x8 2-2x8 I LLO x 8'-5Y2" 5" 12'-10" 12'-10" olo - - I 1 1 LLJ ° MASTER BATH 2 _N = � 2'-4" 2'-4" u � � W SII o N _ z 0 0 0 N WALK-IN 00 0 CLOSET N Z z � � � BEDROOM No. 3 � BEDROOM No. 2 N N m � � 00 V .0 5'-3"� 3'-2%" o to N LL N X O Q I I 1 _ _ 00 - O � I I � I Izo m °o O In I O to x 1 O -- - I I co cV2-2X8 r I 2-2X8 W a' O (01 TW3046-2 AN31-2 (1 ULO 19'-0" 15'-5%" 5'-6%" .i(1)L- 40'-0" O DRAWN BY: JF 11/28/2021 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" ,wry ; ' � SCALE: SEE PLAN ` *�v •s+N�11 Y A SHEET NO: W U � w Z V) W 0 O � zzo W ,2 zW � 8 0 N - J o � 2X8 RR @16"OC w X ,2� 4 V� O pq o O N IZ P..q 9) 1-3/4X11-7/8 ML RIDGE 1 O ~ W 0 0 x x N 12 8� 1-3/4X11-7/8 ML RIDGE U p io z lu a ry LL N X N /..1. 41 w ROOF PLAN Q) z SCALE. 1/4 V-0" z CO z � U J co 0 N zO5 STORM WATER MANAGEMENT DETAILS M !� ° m ~ &5 0 MU) o, 100%RUNOFF AT DRYWELL TOTAL DRYWELL 0 LL LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: /�� w NEW ROOF AREA: 1167.4 SQ.FT. 195 CU.YD. (2)8'dia.,2'deep 253.5 CU.YD. Q) CL VJ e OGEE GUTTER-STANDARD 5" O NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2,.PREPARATION: DRAWN BY: JF / A),CLEAN UE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARERE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR .. . ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. i/28 /202 i 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2"FOR EVERY 40'OF RUN. /� 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. + SCALE: SEE PLAN a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. d Y; B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. � s 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL r CONNECTION WATERTIGHT. SHEET N O■ DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, �^ AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. � OO o o 0 a o W U w Z cr, W O � A W W z LJJ -- — ASPHALT ROOFING v„, 11/2EUNDERLAYLT SHEATHING O O 2X10 DF#2 RR @16"OC O � N Ln - - LL 2X8 DF#2 CJ @16"OC O i b SIDING PER OWNER W/UNDERLAYMENT 1/2"SHEATHING — ) 3/4"SUBFLOOR 2X4 STUD WALL r2DF#2 9-1/2 TJ1230 WOOD-1 FJ @16"OC lu tt , t 12X12 FG O ; ; COLUMN 00 t t ti 6X6 ACQ LL � POST I ' � W — 5/4 DKG, 3/4"SUBFLOOR z 2X6 ACQ @ 16"OC > S zcozLo LEE. 1777 (3)2X8 ACQ a 9-1/2 TJ1230 WOOD-I FJ @16"OC W � Q N 4o GIRDER ,6 (3)1-3/4X9-1/2 ML GIRDER °° 12"dia c c�' 6, 2X6 AC SILL PLATE a� x J Co J TERMITE SHIELD �> VJ Q O O (� t PIER '' iv) e a SILL SEAL �� Z m = 2'X2'X1' a,' 8"PC WALL O Z r CONC.FTG. °•L I' , DAMPPROOF M LALLY COLUMN W O (TYP) 5 LL °' ° --CONC.SLAB a: 2'X2'Xl' 16"X8"CONC.FTG. 0 CONC.FTG. (2)#4 REBAR CROSS SECTION A S SCALE: 1/4" = V-0° DRAWN BY: JF 11/28/2021 x�� '.a t Ate•.' t{,•�',y� SCALE: SEE PLAN } � f SHEET NO: A - 8 1 ML RIDGE Generated by REScheck--Web Software �� .,.y��°`"�. �" ;;'.° "-- __ 2X6 COLLAR TIE 48"OC - Com liance Certificate + !� / t� • $ ASPHALT ROOFING 15#FELT UNDERLAY G " ; , 1/2"SHEATHING @y6O --- 12 8 ., A21 GABLE ,�'4e.1.w1"""'-•.= .L.1.1 WINDOW Project WILLIAMS RESIDENCE U Energy Code: 2018 IECC 2X8 DF#2 cJ @16"oC W �� F-y Location: Southold, New York - — O Construction Type: Single-family Vw Project Type: New Construction ® ® ® ® --- Q Conditioned Floor Area: 1,732 ft2 - 0 C Glazing Area 22% Climate Zone: 4 (5572 HDD) Zo F+I Permit Date: I boZ Permit Number: 1�1 Construction Site: Owner/Agent: Designer/Contractor: LIJ 1525 BAY AVENUE EAST MARION,NY _ — 3/4"SUBFLOOR 0 O 9-1/2 TJ 1230 WOOD-1 FJ @16"OC SIDING PER OWNER F+i n/ _77 /UNDERLAYMENT .. __ S 1/2"SHEATHING Compliance: 1.69 0 FFF���111 N I�1 Better Than Code Maximum UA: 312 Your UA: 307 Maximum SHGC: 0.40 Your SHGC: 0.30 2X4 STUD WALL The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ^ {■-■I Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each stab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 00 W Envelope Assemblies 1• a / Ceiling: Flat Ceiling or Scissor Truss 922 30.0 0.0 0.035 0.026 32 24 _ — 4"SUBELQOR 1ST.FLOOR:Wood Frame, 16"D.C. 1,040 20.0 0.0 0.059 0.060 43 44 _ — 9-1/2 711230 WOOD-1 FJ @16"OC Door 1:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 ° (3)9-1/2 ML Door:Glass Door(over 50%glazing) (3M 3/4x9-1/2 SHGC:0.26 67 0.300 0.320 20 21 6 a ML GIRDER 2X6 ACQ SILL PLATE D Window 2:Wood Frame -� i TERMITE SHIELD 104 0.300 0.320 31 33 SILL SEAL SHGC:0.31 Window 2:Wood FrameWo 104 0.300 0.320 31 33 O °: SHGC: 00 COLUMN COLUMN ,° 8"PC WALL Window:Wood Frame 13 0.290 0.320 4 4 d h �a6 DAMPPROOF SHGC:0.31 2ND. FLOOR:Wood Frame, 16"o.c. 1,040 20.0 0.0 0.059 0.060 51 52 Door:Glass Door(over 50%glazing) SHGC:0.26 41 0.300 0.320 12 13 a e o . a: 8"CONC.SLAB a; Window 1:Wood Frame - — N d d SHGC:0.31 89 0.300 0.320 27 28 °;voile p G ve> p > p •. L.L. Window:Wood Frame 39 0.290 0.320 11 12 16"X8"CONC.FTG. '!-} W SHGC:0.31 (2)#4 REBAR Floor:All-Wood joist/Truss 875 21.0 0.0 0.044 0.047 39 41 CROSS SECT10N B Z g SCALE: 1/4" = 1'-0" z CO Z Lo IX U JXoN LO 00 Z � r O ri �, U_3 3 O — 11/4 11/4TC_ 11/4 11/2 11/4 IAV. Iwe LAV. W U " ER H ® ® ® ® • • •• • 0 FASTENER TYPE: SPACING: Ll 11/4 3 11/4 No.8 WOODORWIT C 11/4 3 2 2.O. 1 I C.O. BASS ANCHOR EW 1610C 11B.EMBEDMENT LENGTH 3 3 • • • No.10 WOOD-SANCHOR WITH 2REWS .EMBEDMEN WITH 16'OC 2M.EMBEDMENT LENGTH VftUSE fila.IHOR WITH o 11/4 11/2 11/a 1 U4 11/2 11/4 2118.EMBEDMENT LENGTH 16"OC ® ® • • •• • W C. IAV $INK W C. IAV. 13• D.w. F.A.I. ® ® 3/4'APA PLYWOOD SHEATHING $H Eft 1R'APA HATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) •• 3 11/4 2 3 11 2 C.O. 1/2"APA RATED SHEATHING 1 CO. L3 GRADE PLYWOOD 3 3 1 C.D. (ALTERNATMVE:7116.O.S.B.) ® DRAWN BY: JF 11/4 10 No.8 ER TYPE: SPACING: 2x4 OF•2 J/^^/^0 No.8 WOOD-SCREW SNDS l�. 1v( L L BASED ANCHOR WITH 10"OC WINDOW STILL 2•.EMBEDMENT U NGTH wM. TYPICAL WINDOW OPENING No.10WOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4FEET 1/41hft.u�E, SCALE: SEE PLAN 11/2 BASIDANCHOR 3ITH 16.OC 2N"EMBEDMENT LENGTH I Co.. TYPICAL DOOR OPENING • PANEL SPAN GREATER THAN 4FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 4 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL FX STUDS CONNECTED No.6 WOOD-SCREW OR GALVID NUT��W,Lys BASED ANCHOR WITH 61 o< SHEET NO: SLOPE"i/4"PER FOOT PITCH TO DRAIN TO APRoveD THAN 6 FEET 2M.EMBEDMENT LENGTH AND Hors m r-a•o.c 4'C.1 SEPTIC SYSTEM No 30 WOOD-SCREWS TRAP HOUSE TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91 OC PANEL SPAN GREATER THAN 6 FEET 2h.EMBEDMENT LENGTH AND EQUAL OR SMALLER I/418.aa.LAGSCREW BASED ANCHOR WITH 16,OC THAN 8 FEET 2n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PLUMBING SCHEMATIC AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING SCALE: NOT TO SCALE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - 9 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCCMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS GIRDER a^MAX. DECKING DECKING 4"DIA.MAXIMUM EXTERIOR 1 — WALL DECK JOIST LN DECK JOIST 1/2"DIAMETER IAC SCREWS, CONTINUOUS FLASHING,EXTENDED LIJ W Z THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO 2 i/2"GALV.OR S.S. W O OR 5"LEDGERLOK SCREWS ( ) PREVENT WATER INTRUSION LEDGER FLOOR V 1 AND JOIST FLUSH ON TOP Jolsr CARRIAGE BOLTS WITH GIRDER M RIM BOARD WASHERS AND NUTS CAULK US PREVENT WATER SIMPSON CBS as O INTRUSION LEDGER AND ANCHOR DECKING EP DIA.EXPANSION BOLTS, w• JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER *' 2.AC •FLOOR "MIN. • CONCRETE POSTIOIST 1-5/8•MIN. MANUFACTURE INSTRUCTIONS)w/WASHERS AND NUTSs" PIER 5"MAX. DECK JOISTS • DECKING DECK/PORCH RAILING'MIN. �o •°. �� DECKING DECKING ••�' JOIST HANGER�.��w• DECK JOISTS•0,•r•°• 2X ACQ LEDGER BOARD FOUNDATION WALLra •�. NOTE: •• RAILINGC° :• Uj LOCK FOUNDATION JOIST HANGER DECK 101ST DECK JOIST O FOUNDATION P•�••�� TO BE FILLED WITH Npp5-FWALL 4+P. GROUT AT ANCHOR 2X ACQ LEDGER BOARD LOCATIONS GIRDER GIRDER RIM BOARD SIMPSON DTT2Z HOLD-DOWN O LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2XB) DECKING 0. '•a~ 0 12'MIN. O �u N THROUGH-BOLTS s•MAx. DECKJOIST & ^ `In THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS o 2'MIN. SHALL BE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST `vey_ SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD J 12"OC DETAIL EXPANSION IN 2 ROWS TO A CONCRETE OR SOLIDAND ADHESIVE ANCHOR BOhLTS HALL HAVE A DIAMETER OF 1/2'.SONRY WALL AS SHOWN IN MINIMUM SPACING AND POST CONCRETE POST-TO-DECK CONNECTION u QUI' 2"MIN. 5-1/2"MIN.FOR 2XB EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURERS RECOMENDATIONS.ALL 5"MAX. ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS ® ® ® 7.1/2"MIN.FOR 2X12 LAG SCREWS j 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS HALL HAVE PILOT HOLES W 2"MIN. LEDGER LIAC SCREW,THROUGH BOLT, DRILLED WITH 5/16•DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND y_ RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE '�I- LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1.3/4" LEDGER BOARD FASTENER SPACING AND CLEARANCES FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT,:BIGFOOT FOOTING) or provided equivalent graspabllity. i 1).Type 1.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 Inches and not greater 36•MIN. than 2 Inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 Inches and not greater , than 6.1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF 09)8d NAILS OR 5"LEDGERLOK SCREWS SIMP50N DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a SOLID SAWN distance of 3/4 Inch measured vertically from the tallest STAIR RAILING FLOOR JOISTS DECK I I I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16 JOIST I I JOIST " Inch within 7/8 Inch below the widest portion of the I I I I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE Inch to a level that is riot less than 1-3/4 Inches below the THREADED ROD MAY BE THREADED ROD MAY BE MINIMUM tallest portion of the profile.The minimum width of the SLOPED UP TO HE MINIMUM 2X6X36" ROPED UP TO HE handrail above the recess shall be 1-1/4 Inches to a AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE •� GIRDER WEB WITH(16)tOd NAILS GIRDER maximum of 2.3/4 inches,Edges shall have a minimum HANDRAILS JOIST HANGER JOIST HANGER radius of 0.01 Inches. AND CLINCH k, z Qj z ° z `h 10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS T " LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16'oc EQUALST ORGREATER N2ROWSLONG, OPEN BALUSTER ATTACHED TO WALL V, L1J cO L� N " ++ . •IF '.'-' HANDRAIL CONNECTION Q O O '^ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH �— ZOm � I` IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 6 FT.MIN.EXTENT OF BLOCKING ATfA7CHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES HALL BE LOCATED ONLY OVER � O � M INSIDE MEMBERAS SHOWN. BEAM ASS EMB LY DETAIL INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL `- ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, PROVIDE AN EQUIVALENT GRIPPING SURFACE —. O 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN W U " 70IRDEIR O DECK STAIRTREADJOISTRIM BOARD THREADED ROD MAY BEMINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12STRINGER BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSEFILL BAY AND FIT SNUGLY LJOIST HANGER VVV JOIST O GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE iN (2) LOCATIONS 1N DECK) DRAWN BY: JF SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST 11/28/2021 GROUND WiND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRIN*GE. JOIST TO: PER TOE 016' SCALE: SEE PLAN 4.Ed COMMO MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE -TO HEAVY MODERATE BRIDGING EACH TOE TO JOIST 2.8d COMMO END NAIL I BLOCKING EACH TOE PB44 POTO JOIST 2-8d COMMO END NAIL WDOD JOIST ANCHOBLOCKING LAT EACH TOE P16-"T.EAD ' SHEET NO• 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3.16d COMMOSILLOR TOP PLATE BLOCK NAILJs2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO FACT FACE GIRDEF/HEADER RA i • • CONC.SLAB 'ti TO BEAM JOIST NAIL (AS REQ.) •0•v JOIST ON LEDGER PER TOE MOD JOIST •o•• .•�•a 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM 3.8d COMMON JOIST NAIL .'•. ' B"die. o DECK PIER BAND JOIST PER END '!h CONC. '•''0 s PER PLAN 3-16d COMMO •. .•�•• 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL T-0" 4• PIER BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER •~4- 0•"4-• SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL v%'• •i`•.' 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED To A FLUSH HEADER To BE SUPPORTED WITH a. -'.-'4 THE PROPER STEEL CONNECTOR. •i •' �• 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. A- 10 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECONMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS RAFTER WALL STUD Z ENDWALL CRIPPLE STUD n BOTTOM PLATE r /� RIDGE v , W HEADER LEDGER BATHTUB DOUBLE JOIST W 1' SIDEWALL u RAFTER O JACK STUDS C W FLOOR USP NUMBER DESCRIPTION APPLICATION qw li 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS W ANCHOR TO FOUNDATION W/ ANCHOR BOLTS Q BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W w HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2) JOISTS. UNDER WALL. w 2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 i-1/4"z24" 20go. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER t ^ ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE V HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC O WALL SND O ~� THROUGH-ROOF EXHAUST 9 VENTS SELECTED AND �/� METAL STRAP ` LOCATED BY CONTRACTOR O � u J N CRICKET AT TOP-SIDE OF VENTILATION CHANNEL . RIM BOARD CHIMNEY AS REQUIRED /u� In RAFTER r4 SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING TLTION WOOD JOIST FOUNDATION TOP PLATE BLOCKING V, FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING u STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- tVENA ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH . SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATIONUSP NUMBER DESCRIPTION APPLCATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAPIER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES \/ BASE FLASHING WRAPS CORNERS, RAFTER MIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT V. WOOD JOIST , rT TOP PLATE �. SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO RAFTERS , AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8` LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- W RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. /�� Z RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO (V■V\■ INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATE/WALL SP1H4 STUD PLATE ANCHOR ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE W TERMITE SHIELD SUBFLOOR J `' SILL GASKET WOOD JOISTS V/ I J0 O to i Z Lo NEOPRENE ; 2 TYP. CONC. FOUNDATION n CONC. SLAB GASKET "• ' 2x6 /2x8 CONTINUOUS WOOD PLATE �� C 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH IL O DAMPPROOF EXTERIOR y GRANULAR FILL , ' 6MIL POLY ON EXTERIOR \•p a �•• ' 1/2 " DIA. BOLTS® 48" o.c. STAG, _ ' V STEEL COLUMN '^ Ogco co q I • 4 ►' e ° ROOF JACK '�\� ``�•� a STEEL BEAM rVr^J O o a CONC. SLAB p r' i v ui ANCHOR BOLT EMBDMENT: co `��° C )'p POURED CONCRETE: 7" ,`, 4" x 1/4" x 8" STEEL W p y COMPACT FILL A 3e . BLOCK WALL: 5" ` TOP AND BOTTOM PLATE 11 ROOFING LAPS 0 V ' • ' q • p ' FLASHING AT WITH 1/2` x 6" ANCHOR BOLT KEYWAY FOOTING o P �1 "• O d ° �'p °' CONC. FTG. —� •p Q'p G►• SIDES AND TOP • 1 ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT • (USP LBPS58 OR BF583) ,`�` 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPAflNG FLASHING LAPS ( 10 KIPS ) `J SILL PLATE TO FOUNDATIONROOFING AT BOTTOM �n (CRAWL SPACE OR FOUNDATION 1 STORY 72" OC v, SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC AB-ON-GRADE ROOF JACKS & VENTS DETAIL �—SUB FLOOR CONC. SLAB I DOOR FRAME DRAWN BY. JF 6X6 10/10 GARAGE O_JOIST COMPACT FILLILL DOOR USE 2X8 STEEL BEAM 4" SLAB FOR BLOCKOUT W/ 6X6 WMM \I SLOPE R 7 1 • P.T. PLATE � 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 11/28/2021 ' 1/2" AIR SPACE < 1 • ° ` 7 1 �• (WITH A NAILING PLATE IF NEEDED) AT END AND �• •' n• :• •' • TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD �p . • • STEEL BEAM TO ALLOW FOR SHRINKAGE GRAD Q "a""'YT" _�• • q ,• q �' q C ' t •s C�° • • ( ) 'Q + — — — _ _ BEAMS o G s 0 •. . •. PROVIDE STRAPPING TO KEEP JOISTS ALIGNED SCALE: SEE PLAN 6X6 W.W.M. 'e : „— °� ='il ►• G •p _ MN. a "c 1e D ° q�1 p qQ'p qn'� • e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MkXIMUM p p . O n r—SUB FLOOR REINFORCING BAR n NOTCH EQUALS 1/4 DEPTH OF BEAM °De e e' •4, • --REINFORCING BAR e•• O•, ► _ MOIST DRAIN TILE ►) + 4�)• ,fO — (� 12" '° i• SHEET METAL / 30# FELT UNDER BEAM AT PANT •a •° STEEL BEAM SHEET 1 OF CONTACT WITH CONCRETE OR CONC. BLOCK — v H E ET N O■ e•• PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � 3•. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAN GARAGE DOOR BLOCKOUT BEAM POCKET 's ' 3 � �.h R NAILING SCHEDULE W WIND FRAMING NOTES PLAN CONTENTS: GENERAL NOTES V � 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION a ) R3 RESIDENTIAL-J' 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL (JAIL ^/ JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING F.G. When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING O CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON Eli TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4.8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON E4CH TOE-NAIL DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE W for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE O DESIGN LIVABI LOAD(PSE) S(N DESIGN DEAD LOAD(PSE)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 I� construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC 'LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:72 PITCH 1/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACET rI ,r OVER PARTITION WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ^.L_ 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/160 '/g/.■E ATTICS WITH FIXED STAIRS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC fND NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER STUCCO) L/360 a ^ should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) 1/240 2-Sd COMMON GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to ALL OTHER STRUCTURAL MEMBERS L1240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER STUCCO) H/360 V) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 v, O First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 END NAIL 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING" SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 Faaaal responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NSTAIRS 40 AIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SsA AIL NOTES ROOF GROUND SNOW LOAD 20 11��77 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) O N specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all 2-16d COMMON FOOT SEE NOTE:i LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT OINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE CZ INTERSECTIONS 4-16d COMMONEA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r"'I 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O.C. J attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD NAIL Yrn•: !`fl' 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be In accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMONENERGY CALCULATIONS PER2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: Type it exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16dCOMMO FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA i}.The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(,)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO " P Y• 20 PSF 130 B SEVERE 3 FT. 17 NONE 3).Provide 1/2 expansion joint material between concrete slabs and abutting JOIST TO: SER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Eld COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING E4CH TOE " with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3000 .Concrete to be TO JOIST 2-Bd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire meeshsh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EkCH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. SEE NOTES:i(BOTH FIELDS) 3-16d COMMON @ @ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP E4CH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq,ft..oof area. NOTES ♦ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMO PER TOE 7).Dampexterior Of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST I NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2.16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 %b FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL "NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. ,..�� Edition Wood FramingConstruction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION � IW QTY. SPACING 3 Tabulated 4 inch D.C.nails �.� Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. )• pacing assumes sheathing to rafter/truss framing members with G>0.49.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL I Sd I AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. z WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q) Douglas fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD z Z d' 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAILLo otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) r 0) 8 $ QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . fid COMMON @ 12"O.C. W where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD J 0 N 4).Unless otherwise noted,ail bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS .J Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . Sd COMMON @ 12"O.C. SEE NOTE:3 _A O O L6 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. (" openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: openings between 41 and GO and 2x6 wall openings between 5'11 and 89.Provide fire 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL N� 4 Z m and blocking where applicable. to girder(,). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O $ PP QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 39 r^ O 5).All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMO WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall �// co anchors where applicable to all connecting joists. PLUMBING NOTES be used. U) (L O 7/16"OSB 6d COMMON3"O.C.EDGE W co 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic sire installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. �-�- on iasis. 5d COOLERS O P WALLBOARD 10"O.0.FIELD 7).Provide 2-i-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8.Dormers rennin u roof rafters are to be supported double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION $ p pp by QTY. SPACING 1).PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING AT Ido MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless Otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES i"OR LESS 8d COMMO 12"O.C.FIELD IN. 4" IFr.LL 2ND.FLOOR) O 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN. S SILL-AFF under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED requirements. NOTE: Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 10).Provide insulation baffles at eave vents between rafters.Install draft blocking and to form an effective fire barrier between stories,and between a top story and the roof space. $as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking,hail be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. y system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spans of stud walls and partitions.Including furred spaces,at the telling and floor equipment supplier. levels.Concealed horizontal fumed spaces shall also be flreblocked at Intervals not exceeding 10 11),Unless Otherwise noted,all roofs and walls o have a minimum 1/2"thick,oder Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblmking In walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: siting parallel rows of studs or staggered studs. p ■ 3).HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6"on-center at the panel edge.If wall sheathing DRAWN BY J F 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soft, ■ shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop callings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P $ q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1).All electrical t0 be Installed a5 per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stabs shall comply with current N.Y.S.Residential Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 11/28/2021 i i 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12-LIFTS(TYPICAL)•CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and /"�O/"�O2 floor level,to resist the free passage of 1 1 L Q G 1 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be ermitt� ) g chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5.For the flreblockln of chim �/� 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SURFLOOR,IS COMPLETE. SCALE: SEE PLAN 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC, 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP SHEET NO: ��,,' `t `i•t �" ,.Piz- `. t 0% e� '1 - 12