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Home My WebLink About49040-Z . a . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE N 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#: 49040 Date: 3/20/2023 Permission is hereby granted to: Monteforte, Michael 91 Circle Dr Syosset, NY 11791 To: construct single-family dwelling as applied for per Trustees, DEC, SCHD with flood permit. At premises located at: 4060 Ole Jule Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-4-26.2 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 9/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,887.60 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $2,287.60 Building Inspector 5�FIirb l� �?. 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 lel ; � w, �lthtldt<��+ It�t . «civ Date Received APPLICATION FOR BUILDING PERMIT � pp For Office Use Only At.JG V9 PERMIT NO., Building Inspector: i Applications and forms must be filled out in their entirety.Incomplete iOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/9/22 OWNER(S)OF PROPERTY: Name:Michael Monteforte SCTM# 1000-122-4-26.2 Project Address:4060 Ole Jule Ln Mattituck NY 11952 Phone#:917-886-8570 Email:michael@visionabs.com Mailing Address 4060 Ole Jule Ln Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo MailingAddress: PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com .__. �... �__ -_...—_..-... ,�,�.—...... .,.��.,.,, �.....�.._. CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ANew Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property: Vacant Lot Intended use of property:Single Family Residence Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to R-40 NC this property? ❑Yes ONO IF YES, PROVIDE A COPY. ■Check Box A__�._.....w�.. e owner..._..._._e/....�.....�.._.._�.._.. , After Reading: Thcontractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. AMP Architecture Jess Magee Application Submitted By(print na e): uthorized Agent ❑Owner Signature of Applicant: Date: g �� STATE OF NEW YORK) SS: COUNTY OF Suffolk AMP Architecture, Jess Magee being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith,- > A BARBARA H.TANDY Sworn before me this Notary Public,State Of Now York No. 01TA 086001 o Quallfled In Suffolk County —day of 20pZa .. w��1,�11p' I:I e2� Notary Public i"iI,OPEF.t Y OWNE11 A1J1'°'1f F1 ",A ION (Where the applicant is not the owner) Michael Monteforte �0 Qu-- 50 ,residing at ��,�-*�i�T t° L-Yl do hereby authorize r"��" N111CF�CTU RE to apply on my bel fto the Tow $outhold Building Department for approval as described herein, 8/8/2022 Owner's Signature Date Michael Monteforte ...... ......... Print Owner's Name 2 �6 �I/ Generated by REScheck-Web are S o w Compliance Certificate Project Monteforte Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,014 ft Glazing Area 17% Climate Zone: 4 (5331 ) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor 4060 Ole Jule Lane Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 516-214-0160 516-214-0160 aportillo@amparchitect,com aportillo@aparchitect.com 'mil h rlii". 11.711N,Bell!ei, Ihaiw 11"adil,1„ '4,l x i i n in I.kk 436 i" iii LJp"a ]JI85 MaxliirlwlSHGC0.,130 M �C: Cl40 Y-i�ahll^TI ur` 7iAjor, ..L.I,au+"i7i„�,;M1rrIhmrr, Iriri.:',tcin�T7, :n^rrrrdiiin Thr; aria ^;P7 ,it �� :r�li�Ir li^.,alliiih�[�3 Il.Ilii rl S N1 1...l„:0 m treri ile of>IIPi Y,i.irj,^a :iw vlol vo to a�a iriminii in a I, li roi'no. aril on ,;i'aiie iIa"J, oil'' aie no Imiq" l , rm,, I� iedrtr Nhr LJ,i." crp( ihliln nl'(�r 1_clinpIl,:I a h'dlr ill HI '� luE! �� g+ k ' h 'I;;h ni'l .alal'k: l ; Inl'fly Iii tho ";{:w Ilii It (Ilrrl,d °10lr^ Iriwmcc't lhe' InIIliIrmll'i7 ^:^rr�i p,, ccide intlll,rlioln k.., Mlle wrril ifi-pl'i"I Ii .IllilHl la Irl" Envelope e ie Ceiling: Flat Ceiling or Scissor Truss 916 49.0 0.0 0.026 0.026 24 24 Ceiling 1: Cathedral Ceiling 673 49.0 0.0 0.022 0.026 15 17 Front Wall: Wood Frame, 16"o.c. 672 25.0 0.0 0.053 0.060 27 31 Door: Glass Door(over 50%glazing) 24 0.300 0.320 7 8 SHGC: 0.40 Window: Vinyl Frame 130 0.300 0.320 39 42 SHGC: 0.40 Right Wall: Wood Frame, 16" o.c. 838 25.0 0.0 0.053 0.060 41 46 Door 1: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Window 1: Vinyl Frame 22 0.300 0.320 7 7 SHGC: 0.40 Rear Wall: Wood Frame, 16"o.c. 772 25.0 0.0 0.053 0.060 26 29 Door 2: Glass Door(over 50%glazing) 196 0.300 0.320 59 63 SHGC: 0.40 Window 2:Vinyl Frame 94 0.300 0.320 28 30 SHGC: 0.40 .Project Title: Monteforte Residence........................�.,. ��,�,.._...-,�,...._.�. _�.................m..Report ...date: .,..........®...... 4/19/22 Data filename: Page 1 of 2 Left Wall: Wood Frame, 16" o.c. 870 25.0 0.0 0.053 0.060 45 51 Window 3: Vinyl Frame 20 0.300 0.320 6 6 SHGC: 0.40 Floor:All-Wood Joist/Truss 1,425 30.0 0.0 0.033 0.047 47 67 Compliance Statement: The proposed building design described here is consi„tPnt with the building plans, specifications, and other calculations submitted with the permit application.The proposed building ha leen designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory ret i men, listed in the REScheck Inspection Checklist. 60�= B ; ..._ Marne Title Signature Date IED Aa .+ + / a c 3 _k() Project Title: Monteforte Residence Report date: 04/19/22 Data filenarne: Page 2 of 2 2018 IECC Energy Efficiency Certificate Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): MMMESMENINEEMCMI= Window 0.30 0.40 Door 0.30 0.40 MMMMEMMMUNIMCMEOM Heating System: Cooling System: Water Heater: Name• Date: Comments Glenn Goldsmith,President , Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoskijr Southold,New York 11971 Liz Gillooly Elizabeth Peeples Telephone 1) 76 -65-1892 �r�,y��lyrrf� Fax(631) 7G5-6G41 "'"".4A 4 BOARD OF TOWN TRUSTEES April 14, 2022 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: MICHAEL MONTEFORTE 4060 OLE JULE LANE, MATTITUCK S CTM#: 1000-122-4-26.2 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 13, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9957 to reduce areas of the proposed dwelling from 1996 to 1911sq.ft.; the covered patio from 376 to 357sq.ft.; and to increase the area of the proposed grade-level pervious gravel patio from 530 to 644sq.ft; and as depicted on the site plan prepared by Anthony M. Portillo, dated March 14, 2022 and stamped approved on April 13, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, -44 -�;el�� Glenn Goldsmith President, Board of Trustees GG/dd w -0J 1v,r „ ISM r ° ,i "4ti°�*' 'ui.. Nnl,",r�; ,,"., IV ^� u� a ,,,p��a.Fa -.��rN q»,rm+ r.'�"F,;.rd+N �., ra✓;�c�a r.4j.; �„�oM* �..,. �,: ,a z.:,� ,�� l aim �r „s,,., ��,I.,., .�.�w�r�i ”, µ,,^,F�, �N p ,_ r ::v✓ 1rmYr^reUnfi'' n P!!i i iii v�r^;✓nrr +Yrr're nm IF ,1 �r f.: ur rJ .., 1 "'""'t" ed '�!rr: r '�"/' .,.� r ,.�,..... " ,.r� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK N n � rs I� PERMIT NO.9957 DATE: JULY 14,2021 ' ISSUED TO: MTiCHAEL MOI)RTE ATTITUC: PROPERTY ADDRESS: 4060 OLE wIULE LASE,M r SCTM#1000-122-4-26.2 ,r AUTHORIZATION 14ji ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r subject to the and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on duly 14,2021 e consideration of application fee in the sum of 250.00 paid by Michael 1�.ontel'or and su J e Terms � and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: a Wetland Permit to construct a two-story,5 bedroom,single-family dwelling with a 1,996sq.ft. l f footprint(including covered entry and partial 2nd floor cantilever) and steps;with a 146sq.ft. a F; covered patio and steps; a 530sq.ft grade-level pervious gravel patio; a 376sft.raised masonry f patio and steps; and 12'x28' saltwater swimming pool; install pool equipment and A/C units; ` install 4' high pool enclosure fence; install pervious gravel driveway and walkways; install stormwater drainage system; install UA sanitary system (using approximately 50 cubic yards of ratable soil in-place of existing subsoils)more than 100'from wetlands; and to establish and o perpetually maintain a 50'wide non-disturbance buffer adjacent to the landward edge of tidal wetlands boundary,with a 4'wide access path to be cleared and maintained; and as depicted on the site plan prepared by AMP Architecture,LLC, received on July 9,2021 and stamped approved on July 14,2021. I� ri 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 14th day of July,2021. y �^ 10 a kic ft r ;; �H rNIWM(l��.N✓drt ftdY� fel;ll�u/ l?Wf.�laWik N'+v.MFrW"'r Nd 41U(t Jf QV�m r, :/^,:l r ti'lWM✓�6r f'ffN KI NY,fdjl"'ung.id IDl fAnf✓MwiR7�'MN�"4^��'N+�^(�F�II II�GiJ''/R aN�a4 J6kf111%fI41/rv'b f✓iIIJSIJt!%VW �y6r<`/a.�i dlWmro urNlbl�vY"llltl/�WE(W fH4� �r6 WAN�LfW�F IYN^if�l�fkr lwlNli1,4p4Mrllyd Jf ,'!r�'. / I �^"C o7+y n.wv>;.;Au' I � � nvM1Flja��nayryroq�,.^ �IC'�,�pa�n7i nwrer�Fe�rl.�.prr �9^�GFY',r�ry��Nr"".pF �1 k6fF}}"'mir��wv��F�r i "rH N%ysrm mµro9ny�r,��'� ,'�iV TERMS AND CONDITIONS The Permittee,,Mi ha @ r�rlelortc is `d w g C .O CI Ole Jule t,ase 9 1 tatuck Nevi 4'orl as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1 a That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 1 That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division'of Environmental Permits,Region 1 SUNY ft-Stony Brook,sa:cfrcie stent'Brook NY)179Q Pr(631)444-6365 IF:(631)444-0360 March 3.; 2022 Michael Monteforte 91 Cirble Drive: Syosset, NY:1 1791 Re. Permit ID 1-4738-.04822=001 MontefortQ Property 40.60. Ole Jule Lane Mattituck SCT.M # 100.0-1.22-4-26,:2: Expiration Dater 3!2/2027 Dear Permittee-.- In conformance with the, requirements of the State Uniform Pro'cedures Act (Article 70, ECL): and its implementing regulations (6 NYGRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure Wmpliance,during the term of the permit. 1-f you are unableto complywith it h any condition*s, please contact us at..the.above address, Also enclosed is a sample Ndtice Covbnan't to the Deed, permit sign which is to be conspicuously posted at the project site and protected from the weather, and. a Notice of Commencement/ Completion of Construction form. Please be advised that this permit does not relieve-you of the responsibility of obtaining any necessary perm,its of approval's frorn local municipalities or other agencies. Sincerely, att,e Pens' Environmental Analyst Di§tribUtion List: En-Consultants BMHP File fat rust Repaitment of EnVironinental Conservation NEW YORK STALIT DEPARTMENT OF ENWIRONMENTAL CONMUI.OcN' Facility DEC 11) 1-4738-04822 PERMIT Undef; die EnvirOnnieptal Conse.rvatian Law (ECI Perruitte6 and Facility Information Plbrinit Issued To: Facility; MICHAEL, fM.0.NTE'F.0RTf,,' MONTEFORT]"PROPERTY 91 CIRCLE DR -4060 OLE JULE UNJ100.0-1224-220 SYOS.SET,NY 11791 fMA'TT1F(JCK, NY 1. 1952 Facility Application Coiitact: EN-CONSULTANTS. 1319NSEAR-D so NY 11968 Facility Lo-cAtIon, in SOUTHOLD In SUFFOLK COUNTY Facility Principal Refer mcc,Point. NYtM-E. 707.888 NYTM-N. 4539.818 Latitude: 40'58'59.0" Longitud e: 72031'41-911 Project Location: Tidal Wetlands Authorized Activity: CO"IstTucta2-storysirigle-fwiiiiydwcllillgatiLielicd uara6c steps Patio IPS Oswit�tm ingpool, pool equiprnent. pervious gravel patio storinwater chanibey� for roof runoff nd pool backwash,Pervious gravel driveway aild walks, fencingunderground propane tank,50-foot, butTe-r and 4-foot Mde iliain'tained path 1hroug' h the b(Ifiler. All.work shall be done in accordance Nvith the ploms by AMP Architecture LLGlast revised 12/21,t4l1 (sheet lof 2.) and Sbeenian Engineering dated 6-2.21 (sheets 2 of 2), and stanip ed "NY SDEC Approved"-on "/3/2022.. ......... Permit Authorizations . Tidal Wetlands;- Under Article 25 Permit ID 1-4738-04822/00001 New Permit EfRetive D,-Ae.- V'/202') El�Pirati6n Date- ")/2/2027 NYSDEC Approval .......................... .13y acc;eptance 0 this permit, the Permittee agrees that the permit is conti, entupon onstrict ?!3 - .- !P090jance-1viih the ECT, all applicable regulations, :incl all eofiditions included as part of this Permit. Pertnit Administrator: SUSAN ACKERMAN, Regional P-ermit Admullstrator Address: NYSDEC. Rei0l! I He-,1dqLU1rterS SUNY @ Stony BrookJ50.Circle kd S011),Brook, Abtlior'IzedS ithlatLlre: .............. Date; Page I of 7 Aft NEW YORK STATE 1)E1'PA1Z-'FMFNT OF F-NV1R0fNM1-,'-!NT-AL CONSERVikTION Facility DEC 11) 1-4738-04822 Distribution List .............. ...... f-.N-('OT4SLJLTANTS Marine 1jabitat Protection En:.V1rOnrrf0nt8I Permits Permit Components NATURAL RESOURCE PERMIT' CONDITIONS. GENERAL CONDITIONS.,APPLY TO ALL AU'l-l-tOMM) PERI -FfS NOTIFICATION OF OTHER PF,-W.v1irV H, OBLIGATIONS -- NATURAL RESOURCE PERMIT CONDITIONS - Apply to theFollowina Pernifts: TIDAL WETLANDS ....................... .................................................. 1. No ice of Commencement At least 49 hours prior to co' ne ft ribc�.zlle i6f the project, the I)e1mittee. Mn And conttaotot shall sigh and r'eturri fh.e top portion of the enclbsQd notification form certifying that the y ;etre fully aware of and:understand all leans and conditions of this pbrniit.. Within 30days,ofcompletion of p bj�ct, the bottom portion of the ffirrn must also be�signcd and returned along with rol photogtaphs of the completed.work. 1. Post Permit Sign TIc. siorn permit enclosed wifli this permit shall be posted in a conspicuous * I Z�- . .. p location the worksite"and adequately protected from the Weather. 3. Tidal Weiland -Covenant The permittee shall hitorp6rate fhb I(Ittached Covenant(or similar Dcpartment-approved langwoc),to the deed for the property where,the project wil I. be conducted and file it with the Clerk of S UFFOLK (,owity within 30 ch'YS Of the effleclive date of this,pet mit. This deed coVehant shall run with the Iand into.perpQtLifty., A copy of the coven-anted deed or other acceptable proof of recotd,along with the inimber assigned to this permit, shall be,submitted Within,90 days of the effective date ofth.1spermit to Marine I-Jabitat Protection NYSDEC Region I Headquarters SUNY ( Stony Bro6k]50 Citcle Rd .S.tollvbrook, NY 1.1790-3409 AlIP, Coinp It.ance - 1 4. Conforin!ince With Plans All activities authorized by thisrpeijpit must be instr-ict conforhigilco c 1. With the approved proved plans-submitted bythe applicant orapplicvtjWs agontas part of th permit application. e Such approve(] plans overe pirepami.by AMP Ard.liteClftlre Lt('last revised 12/21/21 (sheet I of2) and Sherman Engineering:dated 6.221 (sheets 2 o172). and stamped "NYSM--, C Apl.-)roved" on 3/3 3 3/2 022 Nae 2 of 7 Nr'w YojiKsfATr im'ARTMENT Or ENVIRONMENTAL CONSERVA,17.10N Facility DEC ID 1-4738-04871) 5. Establish Vegetates! Bifftr To protect the values of the tidal wetlands, a purnarient vegetated buffer zolie shall be established. TbOre shall bc:riodisturbance to flib statural vecet " I atio.i or toppayl_101V within an.areae xWndin' ,; 50 linear feet landward of the tidal wetland boundary. 6. Storage of Equipment, Materials The storage of.con§tractloh equipment and mat I 1 i, Is shall i' all be- W C1. ,confined W' ithin the lvqJleet work. area and/or up.land land areas greater than 75 linear feet fixmi the tidal wetland boundary:: .7. Strai' B. ya1es.or0tbcrat.TIdalWet1and A row of sWked,stf,�Wbale,,;or approvable crosl'on controf devices shall be placed at the landward edge of Lbe buffer area or 75 linear feet front the tidaixyettand bot n ary, of as per the NY S.-DECappr&ed plan,prior to coinmeneeirient of any regulated activities`and rbrna.In in.plke and in good, ft�nctional condition untilAhe pr Ject is conipleted and all disturb6d areas. 115 - - . . . . 03 are'stabilized with vegetafibn. S. Maintain Erosion Controls All erosion control devices shall be maintained in good and .functional condition until the project has' been completed and the area has been stabilized, 9. Contain ExpQs.ed, Stoekpiled' Soils All distbrbed,aregs where soil will be temporarily exposed:01- stockpiled for longer than 49 hours shall be-.contained by a continuous line of staked haybalcs/silt entrains (ot other.NYSDEC approved oved devides) placed on those,-1*ward. side between'the fill and the wetland.or proticcted buffer area. Tarps are authorized to supplement`these appr.oved rnethods, 10. Clean Fill.Only All-.fill shall consist of sand., gra.-veli or soil (not asphalt, slag, flyash',broken concrete or demolition debris T.I., Deplrtnient,lu.6sdiction. The department retainsri atl regulated lands Where fill I ju sclittion of, las been pormittecL Placernent of rill:shall not be used to.alter the de-pan-nent's.Tidal Wetland jurisdictional area althe project site. The area remains aregulated ar e:astibj'ectto 'l'ida] Wet,],.ihdl,andLj§ej-estricti.oiis of 6 NYCRR. Part:66 1. 12. Maintenance of Installed Innovative/Alternative Ohsit6 Wastewater Treatment Systems (1/A OWTS) The permittee:must mantai.ii_ service and repair the installed YA OWTS Ili accordance with the maintenance,schedule get forth in the Suff-61k County Departmcn*t-of Ilealth.Services (.S'C.D171S) pbernit issued for the systicin. 13. Authorized Innovativo/Alterna'five Onsite Wastewater Treatment Systems (1/A OWTS) Septic ,Systems, ']'his permit authorizes the instal.lation of any A-Iodels of I/A OWTS septic y s stern4hiciflia-ve .. received the appro-wil,of the Suffolk:County Depart.iiientof.1-lealt]iServic&s (SCDI-IS). IFSCI)IIS rescinds its,'approval orbric or mote of these models during the term of this permit, DF--,,C will no,lol)o-lel" approve new installations:c,C that niodel.The list Of UA OWTS sykinns which have -ece -oval by i Jved appi., SMUS are F6tii-id 01.1 t[W Suffolk COU11tV Website Liiiderthe Rectilinl Our Water- V[oilieowiier section at: Overview (5FPr0vJ.sioiia11y Approved Technologies. 14. Driveway/Parking Area (if ftrvioug Matckiitl Driveway drld parkirig- areas shall he constructed of NYS.DEC-Upproved P.erViOLIS j-paterials. 15. Direct RtnioffAway from Tidal Wetland and Buffer Roads. dill VeNIVIWVS, and -Parkin-,, areas shall be -raded to..direct runoffaway from tidal walands -,fiid protected buffer r L areas: Page 3 of 7 AM NEW YORK STATr DrPARTM ENTOF-ENVIRONMENTAL CONSFRVATION Faeilfty DEC ID 1-473844922 .16. No Pool Discliarges to Wetland There shall be no draiiiina of'swimtninb pool water directly Or indirectly into Wetlands or 'protcct&d buffer areas. 17. No Dryyells in or near Wetland Dry wells for pool filter backwash shall be located a inininiulb of 75 linear feet landward of the tidal wetland bobridgy. t8. Concrete Leachate During construct- ion; no wet or fresh conc'retc or leachate shall be allowed to escape into any or waters of.New York, State. ap 'll nor 911all washirios firom ready-mixed concrete trucks; rriixOrs�.Or other devices bo. allowed to enter any %,vetland or W-Aterj. (')1.1ly vvaterfiglli or waterproof fornis shall.be used. Wet concrete shall not be poured to displace water-vNiit lthih the forms. I 19. Covet Material Fbi- Footpath CoVel- material u.sed"for CootPatils is limited to natural wood bark chips, stone,-gravel or sand.. 20. Seedind.Dishirb6d Areas: All areas of soil disturbance resulting fivni the:,jp proved pi oject shall be stabilized with appropriate vegetation (gasses, etc.) lillinediatbly followiji.lr�o P ro'ect completion or.prior ., J to permit expiration. Nihicho.ye.rcomes first.. It theproject site remains inactive..for inose than 48 hours o'rplaiit-iii,ii.5iiiipt,-Leticaldiietbthe season,then the area shall be stabilized with straw or hay mulch or Jute matting until weather conditions favor germination. 21. No DisturNince to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a tesult of the petinitted activities. n, No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project-shall be completely removed from the adjacent area (upland) and removed,to an approved up*landarea for disposal. No debris is permitted in Nvettaiid'sCiiid/orptote*cted'bu'ffer areas, 23. MateriaN Diisp6s.ed at Upland Site, Any demolition debris- excess construction materials, wid/or excess excavated materials sliall be immediately And completely disposed olid an authorized solid waste m4riagement facility. These materials shall be suitably stabilized as not to re=enter any water body wetland.-or Wetland adjacent area. 14. State Not Liable for Da*mage -thbe e State New York sball in no case liable for any damage or. illiury to the'structitre or work herein authorized which ni,ay be caused by or rcsul t frorn-future operations undertaken by the State tor the conservation or improvement of hdvif,.atiQn, or for other purposes, and no claim or right to compensation shall accrue ft.orn any such daniage. 25. 'State May Ord& Rerhoval or Alteiration of Work If future operations by the State of New York rquire-an alteratioll in the. positiollofd the structure cur work herchi atiffioflzed_ .rif. 'll the opinion of the 01 I 1)00artnitnt of Erivirohnienial Conso.r.Vation it shall cause unreasonable obstruction to the free- navigation of said waters or flood flows or endanger the health,safety'or wel tare of Ife people ofthe State, or cause loss or destruction of the.natural resources of the State, the Owner may be brd&i�d by the Departi e it to remove Or alter the structural work,, bbstructibns, or hazards caused thereby without expense to the.State, and if, upon the expiration or revocation of this perinit, the structure, fill. e. cavation, or other niodificatioll.of the watercourse hei-Qby authorized shall na be completed..the owi ors. Shal 1, without expense to the State_ and to such extent and M such time and as cr nian) flit he Department of Environmental Conservation inay require, re.niwve all or any portion of the uncompleted 5-kructure or fill and restore to its fiornia condition the navigable acid flood capacity of the Nvater ouirsQ. INO claim shall be made aa'nst the State ol'Niew. York on ZIC.001_111t.0fahy SLICII ieanaval 01',11telati011. Page 4 of 7 NEV-YORK STATE DEPARTmENT OF ENVIRO N M LI'VI-AL.C.ONSERYAT[ON Facility DEC 11) 1-47M-64.922 26. State Ma Rt,q Site Restoration If Upon the,expiration. or revocation y . of thi-S Peril-ilt, the .project hereby authorized has not been completed,,the applicant shall., without.ut expenseto the State, and to such extent incl in such time and manner as dicr Department of E"Jivironni-ental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore flie site toi.ts 11).imer.conditioil. No.claim shall be.made againstthe State ofNew Yofk on account of ajjy such removal or alteration. 27. Precautions Against Contamination of Waters All necessity cityp' recftutions�shall betaken to O precitide ritall-irnatign,of any wetland or waterway by suspended so.].ids sediments, Rick,solvents lubricants, epoxy concrete, leachate or any other environmentally all'y deleteri.ous materials associated with the prqject, ---- ......... GENERAL C O�N D I T I�'Nt- A pp 1.�y AALLAuth rize d rm S. I. Facility J.y Inspp0ion by The Department The permitted site or facility, including relevant records. is. subject to inspection at reasomble hours Lind ijitcr:v.als by ah authorized representative of file Department of Env iro.ilnlenta) Conservation(tile Department) to deternline whether the permittee is complying with this pernlit and tile ECL. Such representative may order the.Nyork suspended pursuant to ECL 71- 0`01 and SAPA 401(34. The petriflittee shall provided.person to accompany the Department's representative during an inspection to the permit area when requested by the Departnletit. A copy of this pernliil, including all referenced maps, drawings and special conditions,must,be available for inspection by the Department at-all tirnes at the project sit e..or facility. Failure toproduce a copy of thepermit upon iequest by a Department representative is a Niolntion of this Permit, 2.. Relationship of t1lis Permit to ()t1jell Department Orders and Determinations Unless expressly provided 1"or by the Department, isstlance of this permit does riot,niodi(y, SUI)ersede oi-rescind any order or determination previously issued by the fiepartment of any of th' teriils conditions or req irements contained in such order or deter-minatio.11. 3. Applications For Permit ReneWals,Modifications or'rransfer. %Q permittee must,su.bm It a separate written�hpplacation.to the t]epartni�:nt f ter permit re:i7e�va1, modification oitransfer. of khis: permit. Sueb appli*cafi0r1:nlLNt include any Cprins cirsuppiemental information [lie Derequires: partnicht Any renewal, modificatiory or transfer granted by tile.De'paftinent must be in wl"iting. Submission of applications'for permit renewal, rnodi6cation Or trails-f-erwe to> be:sLibilliftiad to: Regional Permit Adalinistrt,.ttar NYSI)ECReg.ion I Headquarters SUNY (?ir; Stony Brookj-5-0 Circle.Rd Stony Brook-NY J 17:90 -3401) Page -55 of 7 NEW YORK STATE`DEPART1V11.--.Yr 0141 ENVIRONMENTAL.CONStAVAA-10P4 Facility DFC ID 1-4738-04822 4. Submission of Rehew'-A Applic''ati011 `1711C perinittee inust suhinit a renewal application at IeElst 36 I. days before permit expjr�jtit)Ij fol- 'Tidal Ille F0110xvinc- per hit authorizations: al Wethuids- Permit Mo. ificat ons,, Suspensions and Revocations by the Department The Depar=tmentreserves,010,61-ght to e\crcjsb all available authority to modify,suspend or revoke this pefluil- The grounds rounds for rn-odificati0ii, sp.spension or revocation include: a. materially false or inaccurate statements iia the pdrinit a'ppli6tioh or qLtpp rtim, papers, .b. failure byfhe.permittee to eonlpbwith th dnY terms or conditions of diePe rniit- exceeding the scop&of the project as:described hit.he permit application; d. nowly discovr red nialerial Inforrnati ol or a materiaI change in ellvironniental conditions, relevant technology or.applicable law or regulations since the issuance of the existing permit: e.. nollco III pl itince with previolusly,issued peapitco-nditiop.s, orders of the commiss,ion-er any, provisjofls of the Eiivironmental Conservatibii Law or replations of the Department re' lated to the perm l.t.tod activity. 6. Permit'Transfer Peribits are.tuinsferrabl.e unless spc6ifically.prohibited. by statute, e. g rutation or- anotherpen,11itcondition. App!.ications for permit transfer should be subinitted.prior to actual trariOer of --— --------------------7------7-7.................... 'THER PERMITTEE OBLIGATIONS NOTIFICATION OF 0...... ............ Item A: Permittee Accepts Leal Respomibijit: and Agrees to Indemnification . . . . y and The peripitte.e. excepting state or federal agencies. ies. ex fesslyagrees to indehinify and hold li,�rxri p less the Department of Environni6ital C,lser ation of the State of New York, its represeiitatives, employees, p oj V. cindagqnts ("DE aril for all claims, suits;actions, damages the extent attributable to the perliiittee's acts Or oMis.sions;jn connection with the PeFillittCe'S undertaking.,of activities in connection with.. or operation and niaintenatice of, the facility or facilifi.0 git.horized, by the permit wheflier in colnoliance or not hYcomP,liance with the terms and conditions ofthe permit. This indemnification does not extend to aq claims, suits,-actions, or damages to the extent attrib.ittab-le to,Dt."Cs�ow .0- .. I n aaegJ.igent oi . intentional acts or oillissions- or to any claitris,suits, or fictions nanmig the DEC and arising LincleT Article 78 ofthe No-W. York.Civil Practice Laws and Rules or any citizen suit or civil rights pi visicita Wider federal or:state Laws. Item B: P&Rfittec's Oni tractors to Comply with Permit The permitter; is responsible -foe. informing its independei)t contractors; einployces- agents and assigns of their respoosibility to comply with.this permit.including all s ecial conditions while the p acting.as permittec's agent with respect.to the perilutted -,ictivities,aiid such persons shall be stibjp-:t to the saine sanctions fior violations of the Environrriental Conservation Law as those pres 'Cribed Ibr the permittee,. P.age 60 7 Aft NEW YORICSTATE DVPAIZ'rMF,-N.'.r OF .LNVI.RONME.NTAL CONSERVATION ammew Faciljtv DEC YD 1-4738-048..22 Item C: PetinittecResponsible fdr Obtajtjjn&, Other JZcqufi?c*d Permits. The permittee is responsible-I-'C')r,obtaiiiiii- ally Other permits. approvak lujjd`s: Oascmeiits a cl rights-Of- way that may.be requir6d to:early out the activities that are awhorIzed by this permit. Item D: No Rilglit to Trespass or Interfere witil, lZipaifiln Rigilts This Permit(100,s riot convey to the permittee any fight to trespass upOn the lands or.mterfere with Ole ripatiati ri,,ht s of others in prder t.o perlbrM the permitted work nor don it authorize the ftnpalrjllent of any rights,title;or:interest in r&al or porsonal property field or vested in:a:porsoti not a party to tile pei�mi i. 1-1-age 7 of 7 u - — W ui EL CL 00 0 -a: F- z C/) V w A i Oz F- < F- w < z cl) z 4& t lij U ILLJ < E -o W Z ILIJ 020 71 0 EL D f ILL Gi < co ED UJ ui A, 6C% X W 5; 119 olp ui w w Eo < 0 4" A x OP!OL) LLj < cl U w10 Lj m X X, C 4" \A \s- )"W x S, 3NOZ n (9 3NOZ Oyu N\,o V, ......... N I V� 0 oo ?t -3 A V x r�l u o o lllq 0 >>m x cr........... LLj cD Ir LLI m c- Ld > I-- 0 < z Ld m < -D oay 0 z < w (f) U LLJ(Y- 04 Z of w rl) LLI (f) 0 z Ln or 3: LLJ V) m U) 0 0 3: (f) CL-i 7: um): Lai -H < (n S LL z m W !�E rj) uj LLJ 0- LL LL) C)LL, U) 0 0 L) < 0 < -�f�-- < 0 u) EL ir 0 LLI oo D 0 -J -z fx 0 LLI Of 0 V) Of c 11 0 c z 3: WCL 0 LLJ z -0 L<L LLJ o Q 0 0 Z 0 U) 04 T C) LO L-Li M > Of 0 V) 0 z It 3: P - >j N -1 0 Of 0 <z rn < -j z -< LO 0 ol� LU 0 C) N 2 Z C) 0— z D 3: -o - 11 r-, -Ulm - 'n n - ter - Q 4E r) OENERAL SYMBOL KEY: �a LLQ ww3 Kx EXESTINO TD REMAIN I— NEW FOLIATION WALL G m F Z 3 a U NEW WOOD FRAF! rP ''x^¢3QWO Do zQWwwa K U J O O U 0 w G O10 O p o�mF^wa � ^oao� aa��s¢ z f Zza=Z 0, o vi c7m1�c0.> U Ow0¢�tll MOZQ QYy—Nj 0. O x H W�Ix-jwz HiOQ Q Z W z z Q w I JjWff_JJF W>�> w yCyUW1t W 2 2 F x 0 Q W Z O f �uom< , Q= STONE GAP NS VEPTIGALvj\j\j\%\ 11 O.G.AR 30' /\\ \\ 11 \/\/\/ POOL % PLANS FOR M5 SECTION NOOK 50' DEPTH � ISTURBED � \ \/� VINTLLINER U / FIN15 % H O 4'GONG.SLAB a \\ \\//\\/ \\/�/\\// II a 6X6-IOXIO W.W.M.BETPEEN CENTER t UPPER j OF SLAB SECURED IN PLACE DURING POUR IIINSUULAION APOR BARRIER 6"COMPACTED MAIVEL BASE 04,EARTHIW" Z Q�1 LL.O iZ j z Lu aO O C 0 Q LL J Q to O PROPOSED CONCRETE POOL DETAIL & SCALE, 1/2'•I'-0* d r1 O n m M 0 ui dl o a �a - �-.2 • 2- � 51TE PLAN HATCH KEY: EZ-= PROPOSED BUILDING �. PROPOSED POOL '"� P � � w Z N W � PROPOSED COVERED AREA w rr Q w • � � � z o � z PLY FADE <E� : 0 0 0 0-Lo m 1 . PROPOSED 2 STORY FRAME HOUSE OARAC E C-OO I •QQ PROJECT LOCATION & SCOPE z m 2. PROPOSED SW I MM I NC POOL W/ 4' ENCLOSURE FENCE SITE PLAN & ZONING DATA z QED CANAL SIN 5. PROPOSED I/A OWTS t$ STORM WATER MANAGEMENT z w CHAMBERS (BY OTHERS) -' TLAND 00 BOUNDARY �'S 2� 2020 I�' 4. PROPOSED 5O' NON-DISTURBANCE BUFFER •Q® GENERAL NOTES > O TIDAL ENERGY TABLE NEAR BY EN CONSULTANTS Mp,Y, - J e-i H I�, DELI � _ _ _ _ ;__=3 � Q��_1_. �� . STRUCTURAL DESIGN CHARTS Z � - -�� - - - ---� \ 5 - _______- --- \ " .;�-- �-QQ�j•QQ HOEDOWN, ANCHOR BOLT, � J N STRAPPING, & NAILING DETAILS LO X rl - --- ---------------- LO d 2' \ \ \ \ \ z_�- -- -" ` \ \ PROJECT / ZONING DATA FASTENING SCHEDULE p = 3------- \ ---\- -- - - --- -- \ \ \ \ \ �m \ \ \ \ Z TAX MAP # 1000-122-4-26.2 \ \ \ \ \ \ \ \ \ \ \ 0-004.00 FRAMING GRAPHICS ZONING DISTRICT R-40 N/G p _ BEAM CONNECTION PATTERNS LOT AREA 0.3 AGRE5 FIREBLOCKING DETAILS \ \AN B� ER` \ T b UND8 \ \ \ � FEMA FLOOD ZONE X 4 AE (EL 6) PROPOSED FOUNDATION PLANlu U \ \ \ \ \ \ \ / \ \I WETLANDS DISTRICT Y PENDING = J p \ \ \ \ \ 3 \ \ '\ \ \ ERMIT NO. o ''\ DECDEDISTRICT 1-4-758-04822/00001 w SUFFOLK COUNTY HD APPROVAL 5 BEDRM. PENDING I Q� •QQ PROPOSED FIRST FLOOR PLAN ;. FE PROF. SURE 0L d) rn \ \ \ 6 - - - - - -- --- - --- \O HABITABLE SPACE EX15TINO PROPOSED SILT FENGING 1\ \ _ \ - \ _ � pl5'FURBP`NGE 101 f - ' AND/OR \- - _ _ oUsp 0 �, CRAWL5PACE AREA 05. 0 B.F. I Q�j•00 PROPOSED SECOND FLOOR PLAN HAY BALES - _ -- � D G, AND G LIMITS OP GLEARI GOING 1=00T FIRST FLOOR AREA 0 S.F. 1,425 S.F. PROP. 4' POOL r/ SECOND FLOOR AREA O S.F. 1,589 S.F. n \ 3 ENCLOSURE / i DZ"D O z TOTAL BEDROOM COUNT O 5 l 104. D PROPOSED ROOF PLAN EXIST. WOOD §P FENCE ii h I SLAT FENCE Cl O 14 STORM WATER �, 5 STORM WATER/ o?a CHAMBER-5 FOR POOL'EGUIP. CHAMBERS FOR ROOF RUNOFF I8,-SF POOL BACKWA / �� c LOT COVERAGE (SOUTHOLD TOWN) > '(SALTWATER ; Orn TION) - -- -- FILTRA1 A-2Q IO . ® �} 3, / N rn DESCRIPTION (FOOTPRINT) AREA GOUGE PROPOSED EXTERIOR ELEVATIONS �1 11 SILT FENGING O .O' ROf'OSED AND/OR LOT AREA (LANDWARD OF 14, 10.0 S.F. S.F. �• HAY BALES FLAGGED WETLAND) 4 O PROPOSED p 10.0'= / PER IONS GROVEL ( PROPOSED DWELLING W/ II'L Roof- 0 GRA E -EVE '�PATIo CANTILEVER $ CVRD ENTRY 1,x11.6 S.F. 13.4 PROP. 4' POOA-202 .00 PROPOSED EXTERIOR ELEVATIONS C7 N - z ENCLOSURE IO ,:I o F AGGED tl4 STORM WATER PROPOSED POOL 556.05.F. 2.4% RA-511D PATIO p CHAMBERS FOR FENCE i ND---- -- - S � - I ROOF RUNOFF PROPOSED RAISED PATIO 55-1.0 S.F. 2.5% O - 1 I 42.3, � G I j PROPOSED COVERED PATIO 98.2 S.F. O._T% I •00 BUILDING SECTIONS ' �-tJ� 1 TOTAL AREA OF ALL STRUCTURES 2702.8 S.F. 0.cf% �Ci+ PROP. 4' POOL - _ `r 10.5 � 7 ( ENCLOSURE "MAXIMUM LOT COVERAGE ALLOWED - 20% FENCE PROPOSED' I -�-® I •®Q DESIGN DETAILS m 2 STORY FRAME HOUSE EXIST. WOOD REQUIRED SETBACKS - MAIN BUILDING O m GARAGE O } SLAT FENCE GAR.=6.4' cry REQUIRED EXIST. PROPOSED COMPLIES w SELF CLOSING GATE I o � SELF CLOSING GATE A FRONT YARD 55.0' 0.0' 55.0' YES - DESIGN DETAILS (5) 120 GAL. ABOVE 10.0' - GRADE PROPANE 8.5' 1 w TANKS ON GRAVEL 5'S� N/ /m jRp m 42' 12.5' SIDE YARD 10.0' O.O' 10.0' YES BASE O 14.2 G/ I�i 6 2, BOTH 51DE YARDS 25.0' 0.0' 25.0' YES Lu 6---� LINE OF EAVE i. - - 5- I Q I •Q® PROPOSED STRUCTURAL PLANS o ABOVE STEP °° �I P I CA REAR YARD 55.0' 0.0' 102.0' YES 2ND STORY PERVious L YrALIG �'C 10' O -----CANTILEVER O . MIN. I 1 41. PROJECT: SILT FENGING ----------- � ------------- - AND/OR i ___________� �� \ 'I I �j- I Q�•QQ PROPOSED STRUCTURAL PLANS MONTEFORTE HAY BALES xil SILT FENGING ----------- O- ----------- 6 AND/OR HAY BALES RESIDENCE (5) 24' PSDTE Rows 50� EXPAA NSION z HOLE , rn _ - I Q I .Q Q / � EL-5.5 WATER SUPPLY RISER 24.0' GAS RISER�' - DWV 4060 OLE JULE LANE I - MATTITUCK, NY 11952 --,- - ell 80.00' - -'' ° 0 � PROPOSED II v� PERVIOUS GRAVEL DRAWING TITLE: DRIVEWAY EXIST. EXIST.® PROJECT LOCATION & SCOPE DRAIN DRAIN SITE PLAN &ZONING DATA JULY ii O L 14 ' PAGE: C�I TE PLAN `mt KRAUS RD �' a r _ Y ® 1000 SCALE: I' DATE: 02/14/23 1 OF 16 NOTE: c tiF 4 �ywj SUBJECT PROPERTY I. FLOOD MAP DATA FROM FEMAse _' SITE LAYOUT NOTES: J MAP#:56103G01V7H MAP DATE I. THIS IS AN ARCHITECT'S SITE PLAN 8 15sQ ` 9/25/2009 FLOOD ZONES X, $ AE (EL b) SUBJECT TO VERIFICATION BY A LICENSED pa " > . ' � a, q. •pa Pvt as � SURVEYOR. THE INFORMATION 2.`SITE PROTECTION/SILT FENGING TO BE j INSTALLED AS REQUIRED BY BOU7'HOLD REPRESENTED ON THIS SITE PLAN IS TO THE ARGHITECT'5 BEST OF KNOWLEDGE. TOWN. 3. SURFACE WATERS ARE LOCATED WITHIN 2. SURVEY INFORMATION WAS OBTAINED 300' OF THIS PROPERTY FROM A SURVEY DATED NOVEMBER 13, 2020 AND PREPARED BY: NL 122 4. ELEVATIONS BASED UPON N.A.V.DNATHAN TAFT GORWIN III N.A.V.D. 88 s - y�' • " 4 ' ,,. 03740's DATUM - "s��m M y - r 4� 1586 MAIN ROAD ` S JAME5PORT N.Y. 11947 ' All A 5. TIDAL WETLAND BOUNDARY AS TELEPHONE: (630 '727 20x0 4 DELINEATED BY EN CONSULTANTS MAY 2'7, 2020 1..OGT I Oil MSP SCALE: NTS .__ -------.- -_ L NOTES � 5i=EC%1 F I GATT ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55REV I AT I ONS CL U I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. -- IT TI THE CONTRACTORS RESPONSIBILITY NT KEEP THIS CONSTRUCTION DOCUMENT ALL NOTDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. � BOARD INSUL. INSULATION a -- T06ETHFR AT ALL TIMES. IT IS ALSO THE GONTRAC:TOR'S RESPONSIBILITY TD READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER O Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR, TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. LL1 Z O BFE BASE FLOOD ELEVATION INT. INTERIOR GENERAL 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ _� LJJ � N I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS,AND ANY GLASS UNIT INSTALLED J Tq r'I 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BLDG. BUILDING K KIPS (1000 LBS) F= APPLICABLE BUILDING DEPARTMENT. - L LJ PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb• UNLESS OTHERWISE NOTED. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BM BEAM MANU. SPEC.s MANUFACTURER 5 SPEGIFIGATIONS W >_ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - = Z ALL DIMENSIONS, CONDITIONS, AND APPI-16ABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). MANUFACTURER'S SPECIFICATIONS.TIONS. B.O. BOTTOM OF MAX. MAXIMUM STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR _- O (n EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MECH. _11MEGHANICAL x >_ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, ENERGY CONSERVATION CONSTRUCTION CODE. AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. f BOTTOM OF WALL MIN. MINIMUM H Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR - - - Q O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY RULES SPECIFIED IN 1.1 THROUGH 1.8. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 O O O OF THE OWNER/BUILDER b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ___-__ Q. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG �EW YORK CITY BUILDING GODS I' m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _ INTER ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. Z SHALL BE CLARIFIED WITH THE ARGHITEG"r/EN6INEER BEFORE PROCEEDING GOVT. CONTINUOUS L.G. � ON CENTER O WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE ___-__- . 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS - = y a b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. , DOUBLE CO.OOCCUPANCY UNLESS APPROVED BY THE AROHITEGT/ENGINEER. q. ALL WOOD BILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE z ` q. ALL WINDOWS TO BE ANDERSEN, IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE � PRELIMINARY BASE FLOOD ELEVATION a W P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qq. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE J 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS DIM. DIMENSION --IEF. GONG. POURED CONCRETE .J co BEFORE THE START OF FRAMING 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIGS OF THE WINDOW MATCH ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE > C[' Q 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF COX 6RADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE Z m CD FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - -- J '� ri q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PLYWD � PLYWOOD Y Q WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. fELEVATION F.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR E5TASLI5HING AND MONITORING TEMPERED GLASS. �1I � � = Z N CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED LL J 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. -- � Lu w AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING Ri RISER MISSILE TEST OF A5TM Elggb AND A5TM E1886 AS MODIFIED BY 2020 NY5 BG � N � ltd PERMISSION FROM THE ARCHITECT. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM O Q 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR -- ---- ri !I O 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROV151ONS OF RESPONSIBLE FOR DESIGN INTENT ONLY. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE � R.R. ROOF RAFTER 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOCUMEN, THE 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL -- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT L1J TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - _ RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED = BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDUI F AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - V NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS LJJ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK U �_ -11 AND ORDINANCES. PLUMBING Q J 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (OWV) FOUND. FOUNDATION T.O.W. TOP OF WALL It 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A57M G36 SPECIFICATION FOR GYPSUM SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7g FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION l Tr (TREAD a COMPLETION OF PROJECT. SPECIFICATION FOR GYP5UM 5HEATHIN6 BOARD. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. _ - - Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME TVP. TYPICAL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE 6-003. 1.'7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF AND AT BASE OF VERTICAL WASTE PIPES. FRPR. FIREPROOF [U.O.N. UNLESS OTHERWISE NOTED -� �'' ,r� AGAINST ALL CLAIMS,DAMAGES, L055E5 AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - f ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER I FTC. FOOTING VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FOOT. -._ _ '_' 15 ATTRIBUTABLE TO BODILY INJURY, 51GK:NESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD GYP. SD.� GYPSUM BOARD V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE: PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: --- ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - 015H WASHER.........................................2" H.D. HOLD DOWN ---- w/------- � WITH WHOLE OR IN PART BY ANY NEGLIGENT AST OR OMISSION OF THE MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLA5F-HING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - KITCHEN SINK........................................2" CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., BILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY - LAVATORY...............................................2" HDR HEADER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - 5HOWER/TUB..........................................2" BE LIABLE RE6ARE7LE55 OF WHETHER OR. NOT IT IS CAUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE - TOILET........................................................3" HNGR rHANCER ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAUNDRY .................................................2" - - A. TRJ55 JOIST McMILLIAN LcIE MIGROLAM - FLOOR DRAIN..........................................3" HOR. HORIZONTAL 11 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC, 2.0E G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND --- BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL SYSTEMS TO HAVE ONE 3" 'MAIN VENT STACK AND INCREASED TO 4" O` CONCRETE, ETC,. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY THROUGH ROOF. - __ -___.-----__ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR -1. PROVIDE FROST-PROOF HOSE BI55 WITH EASILY ACCESSIBLE DRAIN Q INSULATION I I I I I FENESTRATION � I J` I I /� I I�� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 1 `4 l! I `L I I A I �l lam( I �{ AUTHORIZATION OF THE ARCHITECT/ENGINEER. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, PROTECTION. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE WITH BACK FLOW PROTECTION. PROPOSED DESIGNCODE PRESCRIPTIVE VALUE � PERTAINING ARE TO BE FIELD VERIFIED. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT GOMPL I ES NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL VALUE CITATION (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLULOSIC _ EXCEED ONE-FORTH THE: ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIO FIBER INSULATING BOARD. TO CONGEALMENT OF PLUMBING. U-VALUE = 0.25 SPECIFICATIONS, UNLESS NOTED OTHERWISE. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATION5 SHALL MEET THE REQUIREMENT5 OF U.S. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ___ _ _ _ _____ ___ MIDDLE ONE:-THIRD OF THE STUD LENGTH. NOTCHES IN THE: OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NOR ANY POTENTIAL DAMAGE THEREOF. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ELECTRICAL: R-4q SPRAY FOAM INSULATION COPYRIGHT PROTECTION ACT OF IggO (APNCPA), WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MIN. R-VALUE = 49 ' CEILING R-VALUE (BATT INSULATION MAY BE USED �S NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TO 201-7 NATIONAL ELECTRIC CODE,NFPA-10 AND 2020 NEW YORK STATE WHERE ATTIC, SPACE ALLOWS) PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ENERGY CONSERVATION CONSTRUCTION CODE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE,2020 CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 8 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND COMPLETION OF WORK. - - tn STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) YES w SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: FRAME WALL R-VALUE R-11 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 g 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF SCHEDULE). HOLOOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2_ LAG SCREWS: LAG SCREWS OR LAC? BOLTS SHALL COMPLY WITH ANSI/ - GENERALLY,VERIFY OR PROVIDE HARD WIRED _ WOOD FRAMING, AND CONNECTION TO FOUNDATION - .201& WOOD FRAME 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEO.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SMOKE DETECTORS w/BATTERY BACK-UP IN: 0 CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. MIN R-VALUE = la YES (AFEPA) AMERICAN WOOD COUNCIL (AWG). 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A. EACH SLEEPING ROOM FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 26. COLUMN BEARING S FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSVTPI I NATIONAL DESIGN _ � 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, B. OUTSIDE OF EACH SEPARATE SLEEPING m PLUMBING CODE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE: GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AREA IN THE IMMEDIATE VICINITY OF COMPLIANCE STATEMENT: WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE BEDROOMS (GENERALLY THE HALLWAY) TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE]. Lii MECHANICAL CODE AND 2020 NEW YORK: STATE FUEL GAS CODE. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 22.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND G. EVERY LEVEL OF DWELLING ~Q POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, (BASMENT,FIRST FLOOR, 3 SECOND FLOOR, ETC,.) o 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.-j CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY GLIMATIC $ GEOGRAPHIC DESIGN CRITERIA CONSTRUCTION CODE. FOUNDATION, CONCRETE, AND MASONRY IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ___ ____ GENERAL WIND PROTECTION CONNECTION NOTES: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SUB-GONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF --- - CONSTRUCTION;55TV 10-gq AND 2018 55G HIGH WIND EDITION WOOD FRAME 5 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb"7 STANDARD M 0 NTE FO RTE w/b" RISE d U.O.N.(2) /4 D BOLTS THROUGH CENTER LINE G VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, 5PIKE5, AND STAPLES. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH CONSTRUCTION SET b DIST.,U. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. DEFLECTION 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL RESIDENCE FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. L/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS INCLUDED IN THE STANDARD BUILDINGS CODE, SECTION 2306 OF IBC SHALL 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS SEISMIC DESIGN CATEGORY B BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2.2."7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 OTHERWISE NOTED INTERIOR WALLS d PARTITIONS H/I80 3. METAL PLATES, CONNECTORS, SGREVJS, BOLTS AND NAILS EXPOSED NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WEATHERING SEVERE WooDSGREWs (INCH SERIES). 4060 OLE JULE LANE AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. DIRECTLY TO THE WEATHER OR SUB-EGT TO SALT CORROSION IN COASTAL LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. SWIMMING POOL d HOT TUB FLOORS 8 PLASTERED GEILIN05 L/360 FROST LINE DEPTH 3'-0" MATTITUCK NY 11952 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 3. PROVIDE FLASHING NECE55ARY FOR WATER TIGHT AND WEATHERPROOF WITH AN51AP5P/I00 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL UNTIL 151 TIER OF FRAMING IS IN PLACE. 4. WHERE WINDOWS AND DOORS INTERiiUPT WOOD STRUCTURAL PANEL ALL OTHER STRUCTURAL MEMBERS L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. INGROUND SWIMMING POOLS, 2011) TERMITE MODERATE TO HEAVY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DRAWING TITLE: AND ID LEAST ONE STUD AT EACH 510E OF OPENING. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CONSTRUCTED IN CONFORMANCE WITH AN5IAPSPACG 6 (AMERICAN NATIONAL EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SPECIFICATIONS. STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPA5, 2013) 8. ALL OPENINGS FOR SEAM POCKETS, UTILITIES, ETC. TO BE FILLED GENERAL NOTES 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY SOLID WEXTERIOR WALLS - WIND LOADS BRITTLE FINISHES L/240 WITH CONCRETE. -- 5. NAILING OF ROOFING SHALL BE TD CODE. BARRIER (MINIMUM 48„ IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION ENERGY TABLE RAFTERS EXCEPT WHERE COLLAR TIES OF I kb' DR 2'xLUMBER IS THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACHH TO EACH PAIR OF 6. CORROSION RESISTANT 11 GA6E ROOFING NAILS AND 16 6A6E STAPLES ARE WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. EXTERIOR WALLS - WIND LOADS w/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS RAFTERS. PERMITTED 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT ID. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. BARRIER COMPLYING WITH SECTIONS 8326.4.2.1 THROUGH R326.4.2.6 OF THE DAYS OF 4,000 P.S.I.,U.O.N. 'i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2020 NY5 RESIDENTIAL CODE. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 11. CONC. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH I6" WITHIN 4' OF EXTERIOR CORNERS. SHALL COMPLY WITH SECTIONS R326.4.2."1 THROUGH R326."1.3 OF THE 2020 NYS b MIL. POLYETHYLENE VAPOR BARRIER UNDER STRUCTURAL DESIGN LOADS PAGE: 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF RESIDENTIAL CODE. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 8. TO PLATE D FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SITE WORK - G-OO2mOO TO THE FOUNDATION WITH ANCHOR E3G�LT5 HAVING A MIN. BOLT DIAMETER I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - USE LIVE LOAD DEAD LOAD OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE GYPSUM WALL BOARD (1) WALL TIE PER (3) 50. FT. E ____ PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONGRETE/MASONRY COMPOUND METHOD. RECEIVE CLARIFICATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEEDING. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXTERIOR BALCONIES 40 psf 15 psf FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIN 12" OR CORNERS MAX. 32'-D" D.G., TO DIRECT ANY CONDENSATION TD THE EXTERIOR. AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. DECKS 40 psf 15 psf MECHANICAL CONNECTIONS: OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. DATE: 04/13/22 2 OF 16 I. ALL MECHANICAL CONNECTIONS SPEG:IFIED AS "SIMPSON' MAY BE DEEMED APPLICABLE. SITE. STOCKPILE ALL EXCAVATED MATERIALS. FROM FOOTING TO 2" ABOVE FINISH GRADE. PA55ANGER VEHICLE GARAGES 50 psf A5 PER PLAN SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BY "SIMPSON" MANUFACTURER. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY p 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ARCHITECT/ENGINEER. _•R•-,r INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �tC D i�f, LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS INSULATION 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND III\" ��'ysy LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "51MPSON" TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WHERE EVER APPLICABLE. �� .q m �"" \ FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf (a N, (� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOIL TO BE PLACED TOWARD WARM SIDE. 4i T� C a '� '•'`. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED Ig. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE �.- • �.1 � ALL OPENINGS. MIN. ID" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. STAIRS 40 psf 15 psf 5. JN5TALLATION PROCEDURES SHALL A :ALWAY5 BE CARRIED OUT AS PER 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK < A. 11,10;• B MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONCRETE SLABS TO HAVE bxb 10/ID WELDED WIRE REINFORCING. r CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf _ , b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FOUNDATION WATERPROOFING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED N� `T-` `''� :_ �`'� SPECIFICATIONS OF THE PRODUCT SEEING INSTALLED 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: AS IN SOLID r€ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" 12 psf FOR ATTIC -7 0374 c-') O A 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY MECHANICAL. FUEL &A5: - g" R-30 FOR FLAT GEILIN05 DEEP d 3'-O" BELOW GRADE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. OF N ARCHITECT - - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION -_- 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM NYS MECHANICAL CODE AND FUEL OAS CODE - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - 5.25" R-21 FOR FLOORS ASCE •7-Ib (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. �� DATA I �� TYF I SAL NA I L I NO/STRAFF I NO REOU RDMENTS FOR FASTENING SCHEDULE Q v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FTS SHEAR/ LATERAL WIND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS aZ O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, CN AND ROUGH OPENING FRAMING REQUIREMENTS) J e-I "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISEW r-1 FUSE IOd NAILS IF STRAFFIN6 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) < La >_ FASTENER SPEC. FASTENER Z DESCRIPTION p cn HOEDOWN 'A' HOEDOWN B CONNECTION A NA I L I NO OR I D AND QUANTITY SPACING J J F- J FOR OUNDATIONSEXIST. ry ROOF 4 GEILIN6 FRAMING � � C)I.DIM's ARE ALL MIN.se's BASED ON USE OF ONLY A Ibd p O O ENDWALL ENDWALL —�� -� COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER a Lo I= (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE Z. 2.WOOD 15 A55UMED TO BE DF,se2 a BTR. IN DRY USE �• m HEIGHT STUD--,, HEIGHT STUD NNEGTED TO - R.R. 2" n SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOI5T TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST p CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL Q TRANSFER SHEAR "SIMPSON" HDQB FOR STRAP - 3 6 d COMMON �� • . e • • (EVIDENTT NDUREH ME��INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP HOLDOWN ANCHOR ® 2-16d COMMON { 2-I6LOCATIONS NOTED NAILS ® 6 O d COMMON ij NAILS ® EA. END OF STRAP. • O.C. d 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z W NAILS ® 6" O.G. b • • • • • GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-Ibd COMMON EACH LAP a J 10" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED _ CORNER POST ^- FOR ROOF SLOPES UNDER 5:12 WITH GJ G.TIES �" • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO _I ()0CORNER POST ROOF SPANS OF 24' OR GREATER, . TIGHTLY BOND THE END OF THE NAIL TO A 90"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE > 'CI` �. �'' USE 4 8 d COMMON NAILS ® ry GRAPHIC BELOW)6. CD "SIMPSON" HDQB 1`'- EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END e J t � HOLDOWN ANCHOR® / SECTION 12.4-PLACEMENT OF NAILS E SPIKES S TABLE c) LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER. CR 4-1. Z ON PLANS — ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END z Z N s-= - CONNECTION BI B2 —� d AT RAFTER TO TOP PLATE TO STUD WALL FRAMING Li W W HOLDOWN INSTALLATION OPTIONS:r4 CONNECTION: • I� � IS FOR STRAP - 3 S d COMMON NAILS ® 62 ' TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT � J 0 FOR NEW P. GONG. FOUND.'s —+ HOLOOWN CAST IN PLACE w/-f/b"0 THREADED ROD o• EA. END OF STRAP: • • SEE WHEN IN TOWN OF 15LIF OR NAILING i 1 TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • _ • • -i/b"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE*5-\ I GEOMETRY EXCEEDS THAT PERMITTED IN • MAX. NAILING GRID ABOVE UTILIZE / STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. W CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY / ADHESIVE), $ FOR TEMP.s 0"F-40°F USE "SIMPSON AT 51MPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) �� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME CONNECTION ---_ FOR G.J. TO R.R. - Cf 16 d COMMON NAILS w/7/95"0 THREADED ROD REQUIREMENT5 FOR -- _ • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1,2 PER FOOT 0 RA15ED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) Z J APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW V _j HOLDOWN 'G' HOLDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING a FOR FOUNDATIONS � FOR NEWLY POURED �c CONNECTION GI 4 C2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD ONNECTED TO TRANSFER SHEAR � AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "SIMPSON" HDQB (3) 2x FULL -�"� • o �. G2 — TO STUD CONNECTION: BLOCKING To SILL or • TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR® -, 2-Ibd COMMON HEIGHT STUD 1 LOCATIONS NOTED NAILS o 6" O.G. 4 �I ''�-� _ o ON PLANS ICOORNERIPOSOGKED FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST \ NAILS 0 EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON o 3 I BELOW - 2 IG, d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® i O. \-�- ` I BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ' ROOF SHEATHING ° d STRUCTURAL PANELS: INTERIOR ZONE bd COMMON 6" E06E / 12" FIELD d SOLID PERIMETER EDGE ZONE 3 bd COMMON b" EDGE /6" FIELD d° "SIMPSON" ST DI4RJ CONNECTION DI D2 BLOCKING HOEDOWN INSTALLATION OPTIQNS: ® EA.BAY WCABLE ENDALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s - HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s PLATES) CONNECTION: D2 -1/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO `t, — -- CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 17 1/2" MIN. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / lo" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT FROM CORNER FOR STRAP OMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) C I OSPEGIFIED ON I " • END OF STRAP (WRAP STRAP UNDER SILL PL.) € WALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE 7 FILL TOP 2 GOUR5E3 SOLID 8 CAST IN PLACE HOLDOWN 0 FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - g - -- _2 _16_ d COMMON NAILS I STRUCTURAL PANELS b" EDGE / 12"' FIELD W 7/b"� THREADED ROD s M bd COMMON d ALTERNATE GONFIOURATION - ABOVE STUD TO ! oYP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD cn FLOOR CONNECTION w/ # LPT4 SIMPSON (OR �� STRAP w/(3) bd NAILS• EA.END NA I L I NO/STRAFF I N5 9 W I NDOI�!/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES O.A.STRAP T F 2 ALTERNATE USE LOOR SHEATHING (SUBFLOOR) o SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189) CONNECTION E _,,.....•—•-' I" or LESS: 8d COMMON b" EDGE / 12"' FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 291) �- • GREATER THAN I": I6d COMMON 6" EDGE / 12"' FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 292; - - _ ALTERNATE AS PER TABLE 3.230, P. 293) • — D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. LL1 A D (2018 WF-M,TABLE 3.1,P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS 0 EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 255) ° m PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIc'HER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) s9 EA. 51DE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. 19I) d a cd SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: d d - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B a ° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. E— FOR STRAP - 3 ad COMMON NAILS ® EA. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MONTEFORTE ° d ° d F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS -- _ ° ° a 9 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) '� -._� _2_ _16_ d COMMON NAILS A - - NOTATION 4 ROUGH A B G D E F C OPNG 4060 OLE JULE LANE 2'-0" 2 I 1 I I 1 MATTITUCK, NY 11952 4'-0" 4 1 2 2 2 2 SPL I S I NO OF TOF FLATS OABLE ENDWALL BRACING/STRAPPING DRAWING TITLE: " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" 5 1 3 3 3 3 FOR RAKES 12'OR (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) H LDOWN ANCHOR BOLT TOP PLATE BLOCKING, 2 LESS PROVIDE , 7 2 3 4 4 4 }--- LENGTH —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING, O.r To ACE VE�i O.C. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BBG - FOR WIND - EXPOSURES B8G - -� ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'S"` BUILDING MINIMUM SPLICE"" DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(3) PAGE: bd NAILS EA. END 12'-0" 2'-O"/2'-6" 12'-0" V-011 OF EA. STRAP/� I --AN�#�OR 50LT SFE IFISATIONS IG,'-O" 3'-O"/3'-9" IG,'-0" 4'-O" G-003mOO I p � 20'-0" 4'-0"/5'-0" 20'-0" V-O" BLOCKING 2 BAYS b•-12" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2B, P. 157-160) BACK® 4'-O" O.G. CORNER ., _ 24'-0" 4'-0"/5'-0" 24'-O" 6'-O" DATE: 04/13/22 3 OF 16 CONDITION FOR ALL STRUCTURES: %"(P ANCHOR BOLTS ® 3G" O.G. 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" 32'-0" SECOND FLOOR pp h X NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE D Ate CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE .CirJ ' 1 ` LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/lo'-O" 40'-0" Il'-O' I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS �J ,P f•;; T,� • PROVIDE AN EQUIVALENT NUMBER OF NAILS v BACK 0 4'-0" O.G. u ' END w/ 3" SQUARE WASHERS AND END NUT SETUP; � � „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O' : '�f '7'� CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TVP. STRAP w/(3) ; L? y TOP TWO COUR5E5 SOLID bd NAILS EA.END i s- �+ �_ OF EA. STRAP 3.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60'-O' 12'-O/IS O" 60'-O Ib O � HEIGHT'S FOR OTHER WALL HEIGHTS,H,THE TABULATED UNITS r 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; 'OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-O" FIRST FLOOR PLAN DIAGRAM OF ZONESNOTED LENGTHTHEFOLLONINO ��' (ADDIITIOINALLY,ICROUND UP TO THE NEAREST FOOT): �r�h ~ 74 f 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" d 12" 80'-O' Ib'-0" 501-0.. 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 `` OF til Ear, (SEE D I AORAM TO LEFT) 1I0'WALL- 125 I' .3"15 BLOCKING 2 BAYS 12 WALL - 1WALL- 1.-3 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE W HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C I RDERS 5 OR MORE SUPPORTS Q0-)(THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A FIREBLOGKI O FOR PLATFORM ® FRAMI ` (5 U WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) 0 ~ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: O r6 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED LI e CN PATTERONNECN ION DESCRIPTION TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER PATTERN I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A I(2)ROWS IOd NAILS• 12"D.G. Q w � THE SPAN LENGTH FROM AN INTERMEDIATE _�_ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD Ie (3)Rows toa NAILS - 12"o.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. F- Z SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q Z (2)ROWS I/2" m BOLTS o 12"D.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE _j •,', _ SUBFLOOR G DBL.o ENDS BUILT GIRDER P PLATE SERVE AS FIRE5TOPPING. SOLE PLATE MAX.32" J D (2)ROWS I/2"A BOLTS o Ib"O.G. NAILING: � Y SOLE PLATE _- TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE J FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q 51DE WITH 10d NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. Q E (2)ROWS I/2" A BOLTS 0 24'O.G. 0 Q - BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE rj 5. FIRESTOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING a � it F (2)ROWS 34/8'TRU55LOGK SCREWS• 12'O.C. a 1/4 of A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. �' m SCREWED ON(1)SIDE of MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z G (2)ROWS 3-3/8"TRUSSLOGK SCREWS o 16"o.G- SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON N-SIDE OF MEMBER JOIST, OTHERS STAGGERED W A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = y (2)ROWS 5-3/6•TRussLOGK SCREWS O 24.O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. JOIST H SCREWED ON(1)SIDE OF MEMBER � Z MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK SCREWS o 12"O.C. TSE-PIECE i. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND Q w BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKINO PLACED BETWEEN JOISTS J JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. -� 00 MATCHED SIZE OF BEARING S ROWS O TBOTH 51 K SCREWS o I6'o.c. OTHERS STAGGERED Rkql I DISTANCE S, NOT MORE 4 = UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE � 3 > d' O PARTITIONS a 52" O.G. BLOCKING STUD (2)ROWS 5"TRUSSLOGK SCREWS o 24"D.G. BETWEEN I/b 5. THE HEADER SERVES AS FIRE-STOPPING. Z (� L 5GREWED ON BOTH 51M OF MEMBER e 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. C) DOUBLE PLATE -. -- - -__--- � � / 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y 'r'I O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO r If I L I NO BRAG I NO FOUR-PIECE GIDER5 ARE TO BE A55EMLED A5 O STRINGER TO SERVE AS FIRESTOPPINIS. z }- �. CANTILEVERED ERED FLOOR 1.BEAMS E HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED a Z T-I GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Er ..J cV t CONNECTION PATTERN'B'WHEN 10'OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL w (D /"-STUD 2.WHEN SCREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LA w 1-1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER / HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH O Ln p• GIRDERS ARE TO BE SECURELY ANCHORED TO I SUBFLOOR SOLE PLATE 2'1 CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O LATERAL BRACE a 6'D.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILINC7 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE \ JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL ' PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON AILI O PATTERNS FSIDE LOADED BEAS ( 6 . FLUSH 5AMS) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDIN& TO CHIMNEY FACES, WILL SERVE W 10)8d AS FIRESTOPPING. NAILS w FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 -- STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 5TOPPIN'S SOLE V MULTIPLE-PIECE MEMBERS w ' H JOIST • 5d COOLER NAILS® 10"0.0. BOL TED �'I I I I' L ' "J 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd s ROWS Ibd 2 ROWS)4' 2 ROWSY. 2 ROW514' VERTICAL COVERING IS APPLIED BLOCKING FIREST�IDWHEN W/(4) IOd NAILS COMMON COMMON QT'S•24' BOLTS BOLTS �y TO 57A6FERED� O 12'O.G. O b"O.G. 20 o.STRAP -___----- 5 TUD 9 TWO ROWS 12"O.G. G JOISTS dl, THREE ROWS 12 O. . OF 6YPSUM BOARD LOGATION I LOGATION 2 LOGATION 3 DOUBLE PLATE 45d COOLER NAILS o 10"O.G. (ID)ad NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION 4 NOTE: ENDWALL 5 A5 NOTED IN NOTES 7 B 8 ° ° ° ° ° ° ° ° s NONC.Ot-1 TIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY a LOCATION \ DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 y VER STUDS,UNLESS 'TOP PLATE IS 4"o EDGE/12"o FIELD FULLY BLOCKEDSOLE wooD FIRE-STOPPING of GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 DESIGNED TO CARRY THE LOAD SCREWS#6- V"TYPE W OR S FIRESTOPPIN6 4 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MU5T EXTEND THROUGH THE FULL lill INTERIOR STUD DETAIL THICKNE55 OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O O O O O O OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12'. n n O CJ O O O O O11 2'SPADE NOT ATTACHMENT @ `Y, 4.FOR A THREE-PIECE MEMBER,THE 5PC-GIFI�NAILING 15 FROM EACH SIDE. i' I' I,I,� TO BE FILLED NONWHEILI FIRE6STOPPINALLEY TiBLE FIRESTOPPIN6 \ m APPROX.I INCH THICK 5.FOUR-PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOAD5 ARE APPLIED TO \ BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING COM-EGTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4.O.G.NAIL SPACING. LOCATION "1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: [� STRAPPING w/ ?.2 ROW5 OF Ibd COMMON NAILS 02"OO)FOR DEPTHS I2'OR LESS 8 FIRE-STOPPiN6 LOCATION 9 ®-DEA.END o R.R. 5.5 RoPe OF Ibd COMMON NAILS(12.O.C)FOR DEPTHS OF 14',Ib't 16'. LOCATION 10 FULL WIDTH 2"x BLOCKI z O W GONSTRUGT I ON DETAILS WIND LOAD PATH CONNECT I ON DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE X15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NrINuoUs LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN G STUDS PLAN VIEW NOTE: SIMILAR o 'SHED' WOOD JO 15 -O WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD _ O BLOCK I NG - - JOIST HANGER HEADER GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -0 o WOOD GIRDER JACK STUDS W WOOD JOIST - -D W AIN MEMBER w O m Q JOIST FRAMING OVER WOOD O I RDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: mll� DIAM.X 5 APPROX. 30" w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, M 0 NTE FO RTE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER —O 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD -- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE -) BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 4060 OLE JULE LANE DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR # BLK'G TO R/L 51DE5 w/STRAPPING TO R/L SIDES) O W PAGE: TOP PLATE ® O N V41 ND RES 1 STANT CONSTRUCTION GONNE_GTORS GHIM. CHASE WALL � z w V G-004m00 CONNECTION LOCATION: PART NUMBER: NOTES: ()"° `' RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS V, w 10-4 a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER QzQ DATE: 04/13/22 4 OF 16 � aaW z ROOF o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER tu III BLOGKINO -1-10 PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING w H w Q ® EA. LINEL ABOVE N § i� THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 @ 56_ APPLY TO EACH WALL STUD ,\��LGDAf�ee� FLOOwGL6. ® O HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD �'��'�, CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD a. SHEAR WALL HOLDPOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDE \/IEW PLAN \/IEW (USE WITH 5" 5OUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q U _ EXISTING TO BE DEMOLISHED � � , ;---� NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q w N � WHEN APPLICABLE) EXISTING TO REMAIN W � NEW FOUNDATION WALL Q NEW WOOD FRAME (1-6. W }: 5TL. WHEN APPLICABLE) \I Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. POST FOR 4" WALL5 J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. Q Q NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. 0- t lA ir WHEN APPLICABLE) �' m Z O FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: LU Q � W TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Q 00 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTIN55 d' O b SILL SEALQ m Z 0) • ANCHOR BOLTS AS PER P/t6E 5-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION Q' J • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR POOL EQUIP. 2'-8 TI 0 • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER - - - - Z >' 4 - - 6- - - - - - - - - - - - - - - - - - Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED � GONG. PAD Z • B.O. FOOTING 3'-0" BELOW GRADE MIN. cr • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS - LL. LLI APPLICABLE) Lf) cr L0 • AIR ENTRAIN P. GONG. FOR.PORCHES /PATIOS/ 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT - ' STOOPS(WHEN APPLICABLE) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE F- - _ - - - - _ - - - - - _ - - - - _ - - I O Q • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT t NEED TO BE EPDXY COATED HOLDOWN: b. U.O.N.,REBAR LAP5 SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 2B HOLDOWN 'B' AS PER PAGE &-003 SHALL BE STAGGERED I I I � 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN HOLDOWN: I WATER PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, NEW SALTI I U 2G HOLDOWN 'G' AS PER PAGE G-003 COVERACE5, AND PLUMBNE55 I 3G PNOL TTOE LLI NEW UN-REINFORCED P. GONG. SLAB 8. E 3G GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT ' I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON CONCRETE J 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE t NEW REINFORCED P. GONG:. SLAB GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I 38 I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON O 2. 6 MIL POLY VAPOR BARRIER UPON I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 3. 4" (MIN) GRAVEL BASE CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I a I I I 10 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE NEW REINFORCED P. GONG. POOL SLABI 42'-4" 3G 1. NEW 4" THK. P. GONG. SLAB w - 5/b"xb"-10/10 W.W.M. UPON 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS - - - - - - - - a - - - - - - - - I 12-6 2. 2" THK. RIGID FOAM INSULATION UPON I I 3. b MIL POLY VAPOR BARRIER UPON 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL �� < 4. 6" (MIN) GRAVEL BASE CONFORM TO AGI 306. FREEZE PROOF HOSE BIB,_ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / r O4 FASTENED w/MASONRY ANCHORS (PRECISE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO g BACKFILL q Q LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) TEMPERATURES WITHIN 10° F OF CONCRETE. pip COMPACT MASONRY PATIO T- -40EVE EXTERIOR CRAWL SPACE ACCESS HATCH: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I PROVIDE 3"Y 611. ABOVE REMOVE AS REQ'D. j- " SA GONG. SLAB W/ 36"x36' LOCKABLE ACCESS 'HATCH I _ _ '' to STONE FINISH I -- - 4'-O 10 INTERIOR CRAWL SPACE ACCESS HATCH 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE - - 5B I. 36"x36" ACCESS HATCH PERMITTED WHEN NECESSARY. 14'-jY2" 3' o" 13'-by2" 6'-2" = 2'-6" 2.MIN. 350 LBS CAPACITY 15 3.DBL. FRAMING SURROUNDING OPENING 'T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR HIGHER 2G 4.INSTALL AS PER MANU. SPE:C.'s (WHEN APPLICABLE) AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. ° - - - - - - - - - - - - - -- - - - - - SINGLE SPAN STRUCTURAL. MEMBER: 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS - - - - - - - - - - - - - -- - - - ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE5A I - BACKFILL I�` ABOVE INDICATED POSTS. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER RGI 306 �j �j I .0 COMPACT (A5TM C494/C494M, TYPES G AND E). I O ;� 6 "m O rim I EVERY 6". O OUTLINE OF LOAD-BEARING WALL ABOVE (TYPJ , Ix O N WAPROVIDE 3" 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL T- tnN Am. A0 GONG. SLAB W/ AREAS EXCEED ONE SQUARE INCH. I Try m ® z0- L - STONE FINISH IL OS A5 PER DETAILS /A-4oICONTINUOUS d 1hs/A-401�TYP OTINO II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED IL D- GRAWLSPAGE g � 5 I I (q TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I 12 = -W -Lu 12 I I MASONRY PATIO rn REACHED A COMPRESSIVE STRENGTH OF 500 PSI. i ENLARGED CONTINUOUS FTG. $ FOUNDATION WALL I z iQ x,Z I I O ABOVE 21161 cv Oq I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x IS" 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 I II = II = II �� DEEP,CENTERED DIRECTLY BENEATH SEARING POINT I I OF COLUMN/FLUSH BEAMS (A5 APPLICABLE) b EXTENDING PERPENDICULARLY FOR IS" ON BOTH SIDES I I I 1 - - - - - IN DIRECTIONS OF CONTINUOUS FOOTIN5. 4 I (3) 2"x10" FLUSH BM. (3) 2"x10" FLUSH BM. (3) 2"x10" FLUSH BM. (3) 2"x10" FLUSH BM. (3) 2_'x10" FLUSH BM. 2. ENLARGED PORTIONS SHALL BE POURED FLOOD VENT NOTES: -r -�- �- MONOLITHICALLY w/SURR.OUNDINO CONT. FTG. 8 WALL. = L J L 12 I- - I- -j =_ _ _ _ _ 3. TOP OF FOOTINGS SHALL BE FLUSH I. '5.V.' DENOTES Ib"x5" FLOOD VENT BY 'SMART VENT' I 1 8_2S/2 8'-?�2" 8'-2%2" 5'-?y2" I"1 4. INCREASE HORIZONTAL REINFORCEMENT AT EN LARGED I.I. FOR MASONRY /P. GONG. - MODEL # 1540-510 I FOOTING TO INCLUDE: 1.2. FOR WD. FR. - MODEL # 1540-570 • (5) #5 REBAR ORIENTED IN DIRECTION OF GOVT. FTG; 1.3. FOR CAR. DR. - MODEL # 1540-524 OR 1540-5'14 I 2' 9'-10" z THIS AMOUNTS TO AN ADDITIONAL (2) #5 REBAR I 2"x10" F.J. ® I6" O.G. w/ LOCATE COLUMNS DIRECTLY 2"x10" F.J. ® 16" O.G. w/ I I I g FROM THOSE ALREADY PRESENT IN IS"x12" DEEP BENEATH COLUMNS TO FLUSH 10 2. INSTALL AS PER MANU. SPEC.s; SIMPSON LU525 HANGERS BM. ABOVE SIMPSON LU525 HNGR.S CONT. FTC. 3. IT IS RECOMMENDED TO USE THE "POUR IN PLACE VINYL I I 13 ® FLUSH BEAMS ® FLUSH BEAMS 1- N I O U • (5) #5 REBAR ORIENTED PERP. TO CONT. FTG. BUCK" BY 'SMART VENT' WHEN IN NEW P. GONG. FOUND. WALLS 14 b. PROVIDE (2) #6 VERTICAL_ REBAR WITHIN P. GONG. 5'-3" 5'-3" 5'-3" 6-1 - FOUND 13 FOUND WALL ABOVE CENTER OF ENLARGED FTG. I 7x-61om 12 6 t I 7. SEE AL50 DETAIL II/A-4C'2. 4. EA. 'SMART VENT' IS RATED FOR 200 S.F. OF SPACE ,° I (3) L?5"xq.5" O.P. (3) L'15"xQ.5"�P. � II � (3) L�fS"x�i.5" G.P. (3) L75"x9.5" G.P. •• TYPICAL CLOSED FOUNDATION 1131 S.F. /200 S.F. PER VENT = 5.-1 = 9 VENTS REQ.'D I (3) 2" FLUSH BM.2.OE LVL � LUSH B (3) 2"x10" F 2.OE LVL 2.0E LVL (10 VENTS PROVIDED ON EXTERIOR FOUNDATION WALLS) - FLUSH -_ _ - I FLUSH BM. I _ -FLUSH BM. FLUSH BM. I 2'-0° w O10 a PORCHES / PATIOS: _ - - (3 ADDITIONAL VENTS PROVIDED FOR FLOW EQUALIZATION) `ti -�- - = - -f- „ - �--ila;�-- I. SEE NOTED DETAILS I � I � (3) 2x10" I � � • _ 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 - m v _ J v � - 6 0 Z I J FLUSH BM. r _ 5. BOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12" FROM p O N O N In 2-7° AWAY FROM BUILDING , I _ NT- � N� L _ J I O I O' FINAL EXTERIOR GRADE AND INTERIOR GRADE 3. FOR 5LA85 ABUTTING FRAMING, INSTALL COPPER r n -A n O 1 iv -1N II w ol0.= 1 k, PROJECT: m -�� - �� w m 6'-I" 5'-3y2" 5'-3y2" , rn I I- -I -r FLA5HIN6 FROM 12" ABOVIE AND ADJACENT TO SLAB, I ®z� w d ® z- v 0� I4 Q m m 5 m BED ALL FLASHING IN ASPHALTIC MASTIC I O _ N� 13 x IL n �m 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL a 0.0. m a 0.0. �J0 w W® a O _ 1 L._ - - BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER I - w - w ® z LL _ z> Q - -J:n, �_ - I I I M 0 N T E FO RT E d TO MAIN FOUND. B I O m 0 O d- 10 p ;n wO ® z u x NEW GARAGE T _ 5TL. COL. (TYPJ: _ x ;� Q�I x a -1 sIQ1 v I N a 3 a 0. SLAB ON GRADE Q I I O B A-301 I 7v m N a x 4 Q ®zp® ? ® I m I I ' A-301 RESIDENCE OII 3-1/2" O.D. 5GH 40 5TL. COL. (A5TM A123) BY SIMS STEEL I -I _ _ _ - O Mo 1 rte'.m- -?2 v � �w =N I (OR EQUAL) + iv 3 1 9 ^m ; z 9 -z J 5B w Ian, I oI I - - O12 24"x24"x12" DEEP P. GONG. FAD FOOTING `0 I 51-0 10 AS PER DETAIL 12/A-402. II - - - I 4060 OLE JULE LANE - - -L __- - -F - (2) 2"x10" - - - - - - - 7 FLUSH BM. I MATTITUCK, NY 11952 O 30"x30"x15" DEEP P. GONG. PAD FOOTING I (2) 2"x10" ' - I 3 13 FLUSH BM. - - - - - - - - -} - - - - - - - - - I = 38 A-401 AS PER DETAIL 13/A-402. .I I II'-5y2" 3' y2"I`-3'-O" 3'-lOy2" -3'-D" 9'-4y2" - -- -- 42"x42"x15" DEEP P. GONG. PAD FOOTING I 2"x10" F.J. IN=S I I _DRAWING TITLE: PROPOSED FOUNDATION PLAN 14 I ® I6' O.G. = = I- GRAWLSPAGE I I _ A5 PER DETAIL 14/A-402. �I Q s m w o� I ! PERMACAST COLUMN FOOTINGS (COVERED PORCH) I r I I _ v `� lu 0[Q -i � 15 PERMAGA5T COLUMN UPON EXTENDED FOUND. WALL E FTG. p I n Q Q 3 O O N PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. `fl I I I O Y m wm O �p O Q WALL BENEATH COL. $ INCREASE HORIZONTAL REBAR IN GONG. FTG. BY AN ADDITIONAL (U #5 REBAR. n ® N ® _ - - - - _ _ _ SEE ALSO DETAIL 6/A-401. 4'-10 I cv ® ® I I 17 I , CONCRETE APRON _ I I PAGE. I6 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION J SMOOTHLY FROM SLAB E'-. TO GRADE - S V - I ry g 5 MASONBRYPATIO In 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 � G � Q I - - - - � �3. GROSS SLOPE MEASURED PERPENDICULAR TO � _ - _J ., � - - - - - � � - _ _ _ � A-1.01. 00 TRAVEL OF APRON SHALT_ BE NO STEEPER THAN 1:45 I S.V. S.V_ F 9_O 2B (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT 5JRFACE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOUND. WALL MAY BE STEPPED DOWN AS I- 2C Ib 1� REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE # I 4 DATE: 04/13/22 5 OF 16 -y " 9 SIDE DOOR OPENING (VERIFY DIM. IN FIELD) - - - - - - - N 15 I ° 15 SOIL BEARING CAPACITY NOTE: I I to STRUCTURAL DEVON OF FOOTIN55 ASSUMES A SOIL BEARINS CAPACITY OF 1.0 TON/S.F. - - - - - - 3'-q" 4'-5" 12'-6" D Ak 54'-10" CO4 r, PL d Q 0 5 10 20 EiID� PROPOSED FOUNDATION OI PLAT GRAPHIC SCALE 1/4"=1'-0" (P �C SCALE: 1/4" 1'-O" '>'S.F. GROSS AREA (GRANL SPACE) Q ��y� ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 8 I� I I STRAPPING DETAILS. DOOR SCHEDULE a U WINDOW CHART DOOR MATERIAL 1_' 0) NEW PARTIAL HEIGHT � � _ EXISTING TO BE DEMOLISHED �77r7777f WOOD FRAME (L.G. STL. -- -- -- -- - _ _ - - --- - - EGRESS -- -- - ------ - - _--__-- Lu Z O TAG DESCRIPTION I J II X11 W O N WHEN APPLICABLE) CLEAR (� NOTES EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION O Q �n OPENING WIDTH HEIGHT F- d J NEW FOUNDATION WALL TAG TYPE MODEL # TEMPERED O NEW WOOD FRAME (L.6. - - -- HEI6HT REQ V:24" Lu STL. WHEN APPLICABLI-E) f WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 S.F. --u- _-- CC Z - FFIRST FLOOR EXTERIOR u u5" i l A (2) CASEMENT GXW155 E 3-O ---5-5 g--_ - 2'-I I 5-4 --I O Z WOOD FRAME (RATED STI_. �/ POSTFOR4" STRU HALLSTURAL L --]I - - - ---- - J = >' B (5) CASEMENT GWI6 2'-4 �" b'-O J 2'-4 5'-II �" 10.5 S.F. OI SINGLE SWING 3-O 8�� SEE PLAN _ I n J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Q POST FOR b" WALLS), U.O.N. - -- - - - - - O O GXW NEW 2-HR FIRE RATED G (6) CASEMENT Ib 3'-0 b'-O g" 2'-II 5'-II 14.0 S.F. 02 51NOLE SWING 3'-O" 8'-O" • 6ARA&E O O O WOOD FRAME (L.6. STI_. - --- - - - 0- Lf) it WHEN APPLICABLE) D (4) CASEMENT G145 2'-O "-� 4'-5 J" 21-0 �" JL 4'-4 - IF 03 SINGLE SWING 2'-6" 8"-O" I •�� • I GREAT ROOM Z q m -IF E (I) CASEMENT GXIS 2'-8" 5'-O 5g" 2'-7 4'-II q.85. 04 SLIDERS/FIXED Ib'-O" 8'-O" I • -- II • Ij GREAT ROOM O FLOOR PLAN OTES - ---------- ___- I = to F (2) PICTURE OVL2030 2-O IF3'-O 2'-O" 2'-II ,b° IF-- F INTERIOR - FIRST FLOOR Z L� DOOR NOTE- INTERIOR CRAWL SPACE ACCESS HATCH - J I. ALL DOORS WITH DIRECT ACCESS 1'0 THE POOL 6 I. 36"x36" ACCESS HATCH ON ]I CASEMENTS GXW25 (0'-0 " 5'-O 5'-II 4'-II �" 11.5 S.F. J SHALL BE EQUIPPED WITH AN ALARM. 2.MIN. 350 L65 CAPACITY 05 POCKET 2'-6" 8'-O" • PANTRY _ m 2.INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 3.DBL. FRAMING SURROUNDING OPENING PLANS BY 'JELD-WEN' (OR EQUAL). 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) H (I) CASEMENT GXWIS 3'-O 5'-O 2'-II 4'-II J" 11.5 S.F. Z 07 (0 3.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON IIII O6 SINGLE SWING :2--b" 8'-O" • BATHROOM J PLANS BY 'THERMATRU' (OR EQUAL). NEW EXHAUST FAN SHALL BE INSTALLED WHERE I (I) GASE./PIG. IF 0345 6'-O g" 4'-5 g" 5'-II �" 4'-4 b" - Y 4.DOOR TYPE TO SELECT O VENTILATION IS NOT MET BY MEANS OF NATURAL 07 SINGLE SWING 2-6 8-O' L-Al � CLOSET Z � 4 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS CIRCULATION THROUGH WINDOWS OR DOORS TO _ Q Z r-I 6.INSTALL AS PER MANU SPEC.'S OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION J (2) AWNING �=AK21 2'-O �" 2'-4 - L=05-A SINGLE SWING 2'-b" �F 8'-O" • BEDROOM W1.& PROVIDE (2) 2"x8" HDR.,U.O.N. 403.3.2.3; INSTALL AS PER MANU. SPECS - �� LL------------- 8.SEE PAGE 6-003 FOR ALL OTHE LO m Tq ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 8 Oq SINGLE SWING 2'-6" 8'-O" I • I STAIR CLOSET O QLo O FLATTURAL PANELWRAP�p ST COLUMN 8 SQUARE 33'-O" --- ,_„__ -_ ��/I II � J O STAIR d RAILING NOTE: O ALL NEW STAIRS SHALL HAVE MAX. '1-3/4" Ri 10 POCKET 3'-O" 8'-O" F-- 1. MUDROOM� 8 MIN. 10" Tr - RISERS SHALL BE CLOSED O NEW MECH. ROOM: II POCKET 4'-O" 8'-O" • STUDY 2. 42" HIGH GUARDRAIL d SPINDLE SPACING I. HYDRONIG AIR HANDLER (RHEEM 3 TON) b RHEEM O1-01, NOT TO ALLOW PASSAGE OFA 4" SPHERE; OAS WATER HEATER AT THIS LOCATION ! ' " 4 4'-O" -- -- - - -- LJJ 36" HIGH HANDRAIL 8 SPINDLE 5PAGIN6 NOT 2.WALL HUNG NAVIEN NHB-150 CONDENSING GAS 12 51NOLE SWING 2'-4" 8'-O" • F-711 POWDER ROOM m TO ALLOW PASSAGE OFA 4" SPHERE COMBINATION BOILER I' O" 3. ORIPPABLE RAIL AS PER CODE 3.INSTALL AS PER MANU. SPEC.'S f - 4.F.A.I. THROUGH WALL 13 SINGLE 5WIN6 2'-b" 8'-O" L • F45-HR U F WOOD FRAME STAIR: 5. FLUE THROUGH WD. FR. CHASE 2 - - _ - - --_-_ -_ W ® I. SEE NOTE ABOVE FOR STAIR b R 'LIN6 INFO. b.MAINTAIN 30"x30" CLEARANCE IN FRONT OF 2.RAILINGS SHALL BE WOOD OR PVC. MECHANICAL UNITS AS PER NYS MG 306.1 14 SINGLE SWING 3 O' 8'-O �� • -HR F.R./S.G. 1. MAINTAIN ALL APPLICABLE VENTING -j CLEARANCES REQUIRED PER NYS MG 804. - V t: J GLO5ED P. GONG. STAIR: 12'x24' g I. TYP. 42" RAIL AS NOTED B.DISCO ECT,REROUTTE, 4 RECONNECT EQUIPMENT O �N � �5'-b" DEPTH POOL -3' DEPTH^• -I' DEPTH m 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. TY � �NI� NOTES: POWDER COATED Q r FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY ALUMINUM RAILING ; EXTERIOR GRADE PAINT AS REQ'D OR POWDER "DUROGK" (OR EQUAL) COATING 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1) 3.SEE FOUND. PLAN d DETAIL LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON _ CONC. WALLS) O O3 SMOKE DETECTOR / GO DETECTOR NOTES: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. cv I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 2.INSTALL ALL AS PER MANU. 5PEG.'s 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FRESH AIR INTAKE FROM EXTERIOR IN COMPLIANCE WITH LOCAL CODE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - EMERGENCY SHUT OFF SWITCH WINDOW NOTE: '1. FOR OAS SERVICE,PROVIDE GAS SHUT OFF SWITCH RAISED O8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER POWDER COATED MASONRY _ I. ALL NEW WINDOW5 4 DOORS SHALL. BE ANDERSEN ALUMINUM RAILING O ( ) RI ® ± .5" NEW CLEARANCES AS PER CODE O ' 400 SERIES CASEMENT, DOUBLEHUt l6,OR GLIDING PATIO q. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING m d (5 Tr ® ± IO" UP (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SANITARY SYSTEM AS PER NYS PLUMBING CODE O Q SUBSTITUTIONS,SEE NOTE #q IN "6L4SS WINDOWS 42'-4" Q AND DOORS" ON PAGE 6-002 IF CASEMENT NEW FLUE: WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 10 I. PROVIDE WD. FR. ENCLOSURE ABOVE FIREPLACE HEARTH STRAIGHT ARM HINGE WHEN ROUTING FLUE THROUGH ROOF W-IO" i'-q" =3'-4" I6' O" : 4'-10"- 5'-7" z n 2.IF DOUBLE HUN& - ALL DBL. HUNG WNDWS TO BE 2.PROVIDE METAL,DOUBLE-WALL FLUE w/MIN. 3" -v3) Ri ® ±'1.5" TILT WASH SEPARATION CONNECTING WOOD-BURNING FIREBOX to -PLANTER- (2) Tr ® ± 10" 3.ALL GLAZING WITHIN W' OF FF TO BE TEMP. 6L. THROUGH ENCLOSURE TO ROOF. - - - - - 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 3.INSTALL ALL PER NYS MECHANICAL CODE d PER WINDOWS (TYP. FOR ALL) U.O.N. FIREPLACE MANU. SPEC.'S. IN ALL GASES,M05T - CONSERVATIVE REQUIREMENTS SHALL 60VERN. -- EGRESS NOTE: 4.PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR I O4 r 12-6 r, A-401 IN COMPLIANCE WITH NEW YORK STATE BUILDING EQUAL) AT ALL PENTRATION5 AT - 4 I H 4 4 & +, +1 8 CODE, SECTION R3I0.2.I;THE FOLLOWING MEANS OF FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM �W- J 1 NEW EGRESS SHALL BE FOLLOWED: E 614,A5TM E 84, AND UL 14-7q. `r 4 03 �, UP 5. MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY NET CLEAR OFENINO........... 5.'i S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". p _ til N _ NET CLEAR HEIGHT............... 24" MINIMUM KITCHEN NET CLEAR WIDTH................. 20" MINIMUM .0 RHEEM 3 TON AIR CONDENSER ON 2Tq S.F. m It PLATFORM TILE- WOOD BURNING COVERED RAISED O NEW LAUNDRY ROOM: MASONRY PATIO 5 I. NEW WASH /DRY HOOK UP FIREPLACE. VENT TO EXTERIOR,SPEC. TO ALL 2.COORDINATE LAUND. ROOM d DOOR DIM.'s FLOOR DRAIN: LOCAL BUILDING CODE TO BE�AE30VEUDFE wl SIZE OF EQUIP. @ 3.PROVIDE HOOK UPS AS REQ'S PER MANU. NEW 3" GUARDED FLOOR DRAIN w/3" TRAP ISLAND _ GREAT ROOM 0 O 462 S.F. 43 DRYER EXHAUST NOTE: B ALL NEN COMPLY PLUMBINO 405 (TFIXTUREYPJ TO o o • l0 z I. DUCT SHALL TERMINATE TO EXTERIOR AITH - Lu 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY L O &A to OPENIN65 W H INSULATE MEGH. to NEW ATTIC AGGE55 - PULL DOWN STAIR: L3'-b" 7'-O" O 3.DUCT SIZE AS PER MANU. 14 q ROOM U 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER I. MIN. 350 CAPACITY - 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN " CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 22"x30) 02 +, +1 CC CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3.DBL. FRAMING WHEN NEW OPENING 4 NEW MECH. 4.INSTALL AS PER MANU. SPEG.'s 3'-O" 7'-O' ROOM ® WOi SHALL 8E LIMITED TO SINGLE LISTED NOT TO 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 � � 62 S.F. I OCH UP t(1 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED p w IN ACCORDANCE WITH UL 2158A. m cv Q 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - RUNNIN& IN THE DIRECTION OF AIR FLOW. EXHAUST HOT WATER PIPING INSULATION: REF UPPERS 2 14 DUCTS SHALL NOT BE CONNECTED IVITH SHEET-METAL MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE �REV45 INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE ALL MEGH05 2 II PROJECT: . EQUIP. '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 E R403.5: VENT O I 3 TO BE ABOVE DFE LOCATION TO THE WALL OR ROOF TERMINATION. THE A-40I - VENT M 0 NTE FO RTE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ' `fl I3 5) I ± NEW O I F.A.I. ° r (I ) I ® ±'15" NEW 10 to • I 4) r ± 10" UP FEET FOR EACH 45 BEND AND 5 FEET FOR EACH 410 FLUIDS >105°F OR <55°F (R403.4) m (I ) T ® ± I UP m TO BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - PANTRY SM/GO I O RESIDENCE NOT INCLUDE THE TRANSITION DUCT. N v 2. PIPING J" AND LARGER IN NOMINAL DIAMETER r I A_� AG 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 50 S.F. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE I'-6" -3'-b" - - - RAISED A.G. O 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 12 PLATFORM 6. PIPING LOCATED UNDER A FLOOR SLAB B 6 '1. BURIED PIPING A-301 I GAR GARAGE ��N. A&. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS I PWDR. RM. MUDROOM/ - 240 S.F. 4060 OLE JULE LANE -TILE- LAUNDRY v 4 OTHER THAN DEMAND RECIRCULATION SYSTEMS. Oq 3 H PROVIDE I" TYPE "X" 5'-I' - 3'--I" L 5'-3" � � Com. I 7TILEF. 5 SHEETROGK AT WALL5 „ MATTITUCK, NY 11952 N • _ AND GEILIN& E SHOWER I I 5M/GO m �7� -" DRAWING TITLE: 3 FOYER A 1 os 5'-I" -►'-6" / \ I PROPOSED FIRST FLOOR PLAN 42" V. • 41'x41' is Ob SM/GO THERMATRU I / \OVERHEAD-\l ' FIBER-CLASSIC, I J-1 1 / \ DOOR \1 O 0 O K COLLECTION LCTION 3 oztu O t SIDELI6HT5 • w 13 13 Lu Lu -1 p BEDROOM I II SM/GO p 3: 1- 1 143 S.F. O1 STUDY I / \ I - (� Oro130 S.F. -10PAGE: U IF 4 A-102mOO / \ Itu - COVERED MA50NRY da (V G 4 G m STEPS G 4 G DATE: 04/13/22 6 OF 16 NATURAL LIGHT S VENTILATIONr- (OCCUPIABLE SPACE) 8'-o., -�- - - - ®®- 8 H 8 FLOOR AREA 143 S.F. - O S.F. REQ. S.F. PROV. w E� C f LIOHTIN&;MIN. 8% \ C OF FLOOR AREA 11.4 S.F. 241.4 S.F. 5'-I" 13'-0" 8' 6" A, 12'-0" VENTILATION;MIN. 4% OF FLOOR AREA �L 5.7 S.F. 28.0 S.F. d m 0 5 10 20 ,•. _, � GRAPHIC SCALE 1/4"- - " PROPGE� FIRST FLOOR PLA 1,425 S.F. HABITABLE SPAGE; 1,8 18 S.F. OROSS AREA SCALE: 1/4" = I'-O" y� I - e ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING d DOOR SCHEDULE ly STRAPPING DETAILS. _ a U DOOR MATERIAL Q F- EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART- --- - - - ------ - ---- - - - - -- - -- - - - -- W Z O - WOOD FRAME (L.G. STL. EGRESS TAO DESCRIPTION ,� �f1 NOTES W =) (N WHEN APPLICABLE) ROUGH OPENING WINDOW DIMEN51ON CLEAR Q J r"I EXISTING TO REMAIN WIDTH HEIGHT t- Q �-----�{ TAG TYPE MODEL # OPENING TEMPERED O w W " NEW FOUNDATION WALL NHEII&HT REOV:24" - - - _ Q NEW WOOD FRAME (L.G. F--� - - - - W >- STL. WHEN APPLIGABLEI OPEN READ 5.7 S.F. Z WIDTH HEIGHT WIDTH HEIGHT -_ -__- - ---_ -. --_- _ -- INTERIOR - SECOND FLOOR - O E- NEN I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL A (2) CASEMENT GXWI55 3'-0 5'-5 IF 2'-II 1 5'-4 12.65. WOOD FRAME (L.G. STL, © POST FOR 4 WALLS ! -- - 15 SINGLE SWING 2'-6" 7'-O" f • 1 H N APP IGABLE (MIN. (2) 2"xb" STRUCTURAL B (5) CASEMENT GWI6 2'-4 �" b'-O e" 2'-4 8" 5'-II 8" IDS S.F. Q BATHROOM 2 J J W E LIL� - L��; -- H L� `S --- -- - - I _ �f A--=- O O POST FOR b WALLS , U.O.N. Ib SINGLE SWING :2'-0" CUSTOM • CLOSETIx NEW 2-HR FIRE RATED G (6) CASEMENT GXWI6 3'-O b'-O �F 2'-II 1'. 5'-II 8" 14.0 S.F. �_ O O O WOOD FRAME (L. STL.. WHEN APPLICABLEE 2 2 ) D (4) CASEMENT 0145 '-O g" 4'-5 �" '-O �" 4'-4 �" - 17 SINGLE SWING 2-6 b-8 • BEDROOM 2 _71 E (1) CASEMENT GX15 2'-8" 5'-O 2'-7 4'-II �" 9.8 S.F. IS SINGLE SWING I'-6" b'-8" • CLOSET O " FLOOR PLAN NOTES I[ - ____- F (2) PICTURE ON/1-2030 2-0 3'-0 2'-O" 2'-II - 19 SINGLE SWING 2'-6" b'-8" • BEDROOM 4� Z DOOR NOTE: INTERIOR CRAWL SPACE ACCESS HATCH _ Oj 1. ALL DOORS WITH DIRECT AGGESS TO THE POOL O I. 36"x36" ACCESS HATCH - -- -_ Q J 1 SHALL BE EQUIPPED WITH AN ALARM. 2.MIN. 350 LBS CAPACITY & W CASEMENTS GXW25 6'-O � J 5'-0 � 5-I I � 4'-11 � 11.5 S.F. - 20 SINGLE SWING - 2-b" �(I- E01E]E_-� - CLOSET � J � 3.INSTALL NEW EXTERIOR DOORS WIEN GALLED OUT ON 3.DBL. FRAMING SURROUNDING OPENING 2.INSTALL NEW INTERIOR DOORS . 4.INSTALL AS PER MANU. SPEC.'s (WHEN APPLICABLE) „ iEN GALLED OUT ON H (I) CASEMENT OXWIS 5'-0 -- 5'-0 2 I I 4'-11 �" 11.5 S.F. 21 SINGLE SWING 2 b - b'-8 I • I�-J BEDROOM 5 Z_ CU PLANS BY VELD-WEN' (OR EQUAL) PLANS BY THERMATRU (OR EQUA'-). NEW EXHAUST FAN SHALL BE INSTALLED WHERE (� � 4.DOOR TYPE TO SELECT O VENTILATION 15 NOT MET BY MEANS OF NATURAL 1 (1) CASE./PIG. 0345 6'-O " 4'-5 g" 5'-II " 4'-4 " IF - 22 DOUBLE 5WING 4'-O" b'-3" ��I I�CLOSET Z �.. 5. PLACE DOORS 4 MIN. FROM PERPENDICULAR WALLS GIRGULATION THROUGH WINDOWS OR DOORS TO __ _ -_ - --_--- _----___-_ _____ _ _ --- ----__----- -- ___ _ _ L___ _ of �J 6.INSTALL AS PER MANU SPEC.'S OUTDOOR SPACES A5 PER NYS MEGH. CODE SECTION Q Z � 7. PROVIDE (2) 2"x3" HDR.,U.O.N. OUTD 2.3; INSTALL AS PER MANU. SPECS J (2) AWNING AW21 j 2'-O �" 2'-4 �g" - 23 DOUBLE SWING 4'-0" b'-8" I �� CLOSET er J N 5.SEE PAGE 6-003 FOR ALL OTHER FRAMING ------------ - ��11 LL W ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 24 DOUBLE 5WING 4'-O" b'-8" • LAUNDRY P- _ LLo OB FLAT PANEL WRAP�p ST COLUMN 8" SQUARE -- - __- _I - 1 O STAIR 8 RAILING NOTE: (� Iff 11 O I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 25 SINGLE SWING 2'-b" b'-3" f • II I BATHROOM 4 rI J O d MIN. lo" Tr - RISERS SHALL BE CLOSED O NEW MECH. ROOM: 26 SINGLE SWING 2'-b" b'-8" �U BATHROOM 4 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING I. HYDRONIG AIR HANDLER(RHEEM 3 TON) d RHEEM l NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; GAS WATER HEATER AT THIS LOCATION 36" HIGH HANDRAIL d SPINDLE SPACING NOT 2.WALL HUNG NAVI IL NHB-150 CONDENSING 6A5 2"1 DOUBLE SWING 5'-0" 6'-8" BEDROOM 3 UJI TO ALLOW PASSAGE OFA 4" � SPHERE COMBINATION BOILER 3. GRIPPABLE RAIL AS PER CODE 3.INSTALL A5 PER MANU. SPEC.'S --- -- 4.F.A.I. THROUGH WALL I 28 SINGLE SWING 2'-b" b'-8" • W.I.G. I- ® 5. FLUE THROUGH NO. FR. CHASE _ _� WOOD FRAME: STAIR: ---_ _ ____6.MAINTAIN 30"x30" CLEARANCE IN FRONT OF --- - LLI I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 2.RAILINGS SHALL BE WOOD OR PVC. MECHANICAL UNITS AS PER NYS MG 306.1 29 SINGLE SWING 2-4 6-8 • l BATHROOM 5 7. MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 304. V J CLOSED P. GONG. STAIR: 3.DISCONNECT, REROUTE, d RECONNECT EQUIPMENT 30 POCKET 2'-6" b'-8" • • BATHROOM 3 2B I. TYP. 42' RAIL AS NOTEDTY � 5 ,y5 KDzJI�I NOTES: 't ' -. -- -- -------_--- -_- Q y 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. 1"�L�+ryI �A�-� FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 51 SINGLE SWING 2-6 J 6-8 • W.I.G. EXTERIOR GRADE PAINT AS REQV OR POWDER "DUROGK" (OR EQUAL) COATING 2. FOR NO. FR. CLO. AND/OR WALLS - PROVIDE (1) 3.SEE FOUND. PLAN 4 DETAIL LAYER OF 5/3" TYPE "X" GYP. BD. UL U505 (OMIT ON EXTERIOR - SECOND FLOOR SMOKE DETECTOR / GO DETEG�OR NOTES: GONG. WALLS) �- - - -- 1 O3 3 SPEG.'HHEN sEAND AS PERN, INSTALL K 5 ME�OIAND FUEL 6A5 GORE LER AS PER MANU. 32 DOUBLE SWING 5-O 51-O • (( BEDROOM 3 i CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT HARD WIRED TO EACH OTHER w/13ATTERY BACKUP. 33 DOUBLE 5WING 5.-0., -0 8-O" • ! • =BEOOM 5 2.INSTALL ALL AS PER MANU. SPEC.'S IT CONFORMS TO NYS MECH. AND FUEL GAS GODS - - - 5 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR . COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE ---- - - IN COMPLIANCE WITH LOCAL CODE 6. AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH WINDOW NOTE: 7. FOR OAS SERVICE,PROVIDE OAS SHUT OFF SWITCH O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 3. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 42'-4" CLEARANCES AS PER CODE 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDINGO q. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO EXISTING m NATURAL LIGHTS VENTILATION (AS NOTED); INSTALL AS PER MANU. SPEC.S. FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS SANITARY SYSTEM AS PER NYS PLUMB "PLUMBING CODE 10 31 6'-3" 4 10'-3" (OCCUPIABLE SPACE) AND DOORS" ON PAGE 6-002 IF CASEMENT NEW FLUE: WNDWS SHALL HAVE FLOOR AREA 22q S.F. 10 I. PROVIDE WD. FR. ENCLOSURE ABOVE FIREPLACE HEARTH O � � 5'-Sy2" 5'-IJY2" STRAIGHT ARM HINGE WHEN ROUTING FLUE THROUGH ROOF WINDOWS - ALL CSMNT 2.IF DOUBLE HUN& - ALL DBL. HUNG WNDWS TO BE 2.PROVIDE METAL,DOUBLE-WALL FLUE w/ MIN. 3" S.F. REQ. S.F. PROV. TILT WASH SEPARATION CONNECTING WOOD-BURNING FIREBOX 3.ALL 6LAZIN& WITHIN IB" OF FF TO BE TEMP. &L. THROUGH ENCLOSURE TO ROOF. LIGHTING;MIN. 8% 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 3.INSTALL ALL PER NYS MECHANICAL CODE d PER B 4 B OF FLOOR AREA 13.3 S.F. 47.4 S.F. WINDOWS (TYP. FOR ALL) U.O.N. FIREPLACE MANU. SPEC.'S. IN ALL GASES,MOST DECK `{ F VENTILATION;MIN. CONSERVATIVE REQUIREMENTS SHALL GOVERN. Oi 56 S.F. 4% OF FLOOR AREA q•2 S.F. 63.0 S.F. EGRESS NOTE: 4.PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR - --COVERED-IN COMPLIANCE WITH NEW YORK STATE BUILDING EQUAL) AT ALL PENTRATIONS AT 3672 _ WALK-IN [H-0 O' VENT CODE,SECTION R310.2.1;THE FOLLOINING MEANS OF FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM EGRESS SHALL BE FOLLOWED: , G� 2'-6"-- 2'-O"- --5'-O"- -2'-O"- -:2 E 314,ASTM E 34, AND UL 147q. 5. MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY NET CLEAR OFENINO........... 5.7 S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 3 7'-5 3'-b"x5 NET CLEAR HEI&HT............... 24" MINIMUM b' V. BATHROOM 3 SHONER DECK NET CLEAR WIDTH................. 20' MINIMUM RHEEM 3 TON AIR CONDENSER ON (MASTER) 4 G1 G 1 70 S.F. p NEW LAUNDRY ROOM: II PLATFORM O =' ® TILE^- 32 BATHROOM 4 O 1. NEW WASH/DRY HOOK UP m . „ -TILE- 1, 2.COORDINATE LAUND. ROOM d DDDR DIM.'s - 13 - O i- cc� w/SIZE OF EQUIP. FLOOR DRAIN:12 3.PROVIDE HOOK UPS AS REQS PER MANU. NEW 3" GUARDED FLOOR DRAIN w/3" TRAP m ALL NEW PLUMBING FIXTURES TO2q BEDROOM 5 DRYER EXHAUST NOTE: 13 COMPLY WITH PG 405 (TYP) I (MASTER) p 1 I. DUCT SHALL TERMINATE TO EXTERIOR 22q S.F• cv 4 m Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3 - 14 33 OPENINGSLAUND W R D NEATTIC ACCESS - PULL DOWN STAIR: 23 _ I 3. DUCT 51ZE AS PER MANU. 14 1 CL. p 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER I. MIN. 350 # CAPACITY SHOWER • 0 - - U 5. TRANSITION DUCTS SHALL NOT BE: CONGEALED WITHIN 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. p WALK-IN SM/GO 00 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 22"x30") O CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3.DBL. FRAMING WHEN NEW OPENING J 2-7 Q Q 7 '� GL. n 5 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 4.INSTALL AS PER MANU. SPEG.'s EXCEED 3 FEET AND SHALL BE LISTED AND LABELED 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS - 4 I L- J = IN ACCORDANCE WITH UL 2153A. BEDROOM 5 m ; 6.EXHAUST DUCTS SHALL BE MIN 0.016" TH1K RIGID V 5'-2" 3'-6"__ 6'-3" 17'-2" 3'-6" 3'-6" 163 S.F. r m Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS p RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HOT WATER PIPING INSULATION: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL _ 1 3 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE O 3 `-'CSW'` INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE Oi Q O _ 4 PROJECT: 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER FOLLOWING CONDITIONS PER 2020 NYS ECG R403.4 d R403.5: m - 36 • Q Z 21 O • D LOCATION TO THE WALL OR ROOF TERMINATION. THE J HALLWAY O- 5M/GO MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING BATHROOM 2 2 O SM/GO N U _ M 0 NTE FO RTE FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0" FLUIDS >105°F OR <55°F (R403.4) 4 -TILE- - z O BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 15 2. PIPING " AND LARGER IN NOMINAL DIAMETER J RESIDENCE NOT INCLUDE THE TRANSITION DUCT. 3'x5' 3 w 1 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ^13 SHOWER I U B 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE A-301 • Q p 22 23 A-301 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD w GL. i 3 _ _ _ _ _ 6. PIPING LOCATED UNDER A FLOOR SLAB Q O (I ) ji ® t 75" NEW 5M/GO O cr lq J Q J 7. BURIED PIPING w z Ib z (I ) T ® t I DN Q O O w GL. GL. O w O 3. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS O=� • Q� V -�V cV o- GL. W SM/GO o- 5'-10" s'-1o" 4060 OLE JULE LANE OTHER THAN DEMAND RECIRCULATION SYSTEMS. - w �V JW U1 V o MATTITUCK, NY 11952 20 12'-I - - - NATURAL LIGHT S VENTILATION (OCCUPIABLE SPACE) DRAWING TITLE: 3 FLOOR AREA 163 S.F. PROPOSED SECOND FLOOR PLAN BEDROOM 4 • O I61 S.F. O % REQ. S.F. PROV. BEDROOM 2 5M/� O LIGHTING;MIN. 3915 - Lu ! w w 13.4 S.F. 31.2 S.F. V 155 S.F. = v LOFT v OF FLOOR AREA O-, Q p - Q VENTILATION;MIN. - Lw OW_ ;� Q 6.7 S.F. 52.2 S.F. 4% OF FLOOR AREA PAGE: - rl\ A -.103MOO cr 4 A J_ ill4 A B ,4 B B NATURAL LIGHT S VENTILATION DATE: 04/13/22 7 OF 16 b' D" � 6.0 (OCCUPIABLE SPACE) NATURAL LIGHT $ VENTILATION FLOOR AREA 161 S.F. (OCCUPIABLE SPACE) FLOOR AREA 155 S.F. S.F. REQ. S.F. PROV. S.F. 13'-2" 8'-6" 2'-5" 10'-q" L16HTIN6;MIN. &% R� c, S.F. REQ. S.F. PROV. OF FLOOR AREA 12•q S.F. 13.1 S.F. VENTILATION;MIN. r\t d 6.4 S.F. 12.6 m 4% OF FLOOR AREA LIGHTING;MIN. 8% O � OF FLOOR AREA 12.4 S.F. 13.1 S.F. Q VENTILATION; 4% OF FLOOR AREA 42'-4.1 6.2 S.F. 12.6 S.F. 0 5 10 20 � FROFOSE� SECOND FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" f ; 1,58 S.F. HABITABLE SFAGE; 1,75-7 S.F. OROSS AREA SCALE: 1/4" = 1'-0" d 0) Q V _ NEW PARTIAL HEIGHT cp EXISTING TO BE DEMOLISHED 'W 2O N WOOD FRAME (L.O. STL. Z W WHEN APPLICABLE) J T EXISTING TO REMAIN W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q }; W 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL �J O J = Z WOOD FRAME (L.O. STL. ® POST FOR 4 WALLS —� F— J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H LA Y POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.O. STL. �' U.) m WWHEN APPLICABLE) Z ` O Z it Q w J J 00 Z to T-I z4 mZ vq N W W C4 Lo IX T-i I` O Lo o rl J O m Q GUTTER HIGH LLj 4"x3" ALUM. 6"x3" ALUM. POINT (TYP) m DOWNSPOUT GUTTER (TYP 4"x3" ALUM. D (TYP) DOWNSPOUT V (�) w 0 = J 5:12 — — — — J 5:12 PITCH 5:12 PITCH Q 5:12 PITCH PITCH 6"x3" ALUM. \ GUTTER(TYP) L- — — — — — — - - - — — — — — OUTTER HIGH '1:12 PITCH "i:12 PITCH I POINT (TYP) 4"x3" ALUM. -PECK BELOW^ DOWNSPOUT (TYP) \ I z z a a 6"x3" ALUM. GUTTER(TMP) I ry ry Q I ry I p CUTTER HICH /-POINT (TYP.) I 0� Oa F O I B = B A-301 I A-301 Q Q N ry ry I Z - - - - -� U I ry I I I o I ( w I a ° I PROJECT: I ry ry I ry MONTEFORTE _ I i 5:12 PITCH 8:12 PITCH RESIDENCE /PITCH 5:12 b:12 5:12 — — — — — — — — — — — - PITCH PITCH PITCH 6"x3" ALUM. L - _ �� -� A _, 4060 OLE JULE LANE 4"x3" ALUM. GUTTER (TYP) DOWNSPOUT GUTTER HIGH - — — — — - - — — 6"x3" ALUM. MATTITUCK, NY 11952 (TYP) POINT(TMP) — — - - — -- — — J GUTTER HIGH TTER(TyP) DOWNSPOUT 6"x3" ALUM. 6"x3" ALUM. POINT(TYP) (TMT'•) 4"x3" ALUM. CUTTER BELOW GUTTER BELOW 4"x3" ALUM. DRAWING TITLE: DOWNSPOUT (TMP) OUTTER HICH CUTTER HIGH (TMP) DOWNSPOUT (TYP) POINT(TYP) POINT(TYP) (TM+') PROPOSED ROOF PLAN o � m Q 0 5 10 20 PROPOSED ROOF FLAN GRAPHIC SCALE 1/4"=1'-0" PAGE: SCALE: 1/4" = 1'-0" A-104mOO DATE: 04/13/22 8 OF 16 A, 0 xl<` +� f X a. 0) ELEVATION NOTES Q U H cp OI Z 0 HATCHED AREAS INDICATE 14EN WORK (TYP.) uj uj -) N NEW ROOFING: PROPOSED RIDGE HEIGHT -j -w w I. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'C-AF' OR EQUAL) (MIN 50 'YR. WARRANTY) ELEV. +5-7.1' U) PROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. -j P _5 Lo 0) 0 NEW CRICKET (TYF,): 0 0 2"x4" FRAMING ® I6" O.C.;PROVIDE ICE SHIELD LAPPED la" IN ALL DIRECTIONS FULLY FLASH. Lo w Itt m NEW SIDING SEE NOTE ® SECTION NEW KNDOVO)bO cr z AS PER PLAN LLJ -j -j 00 O NEW AIC CONDENSERS ON PLATFORM ABOVE PFE > q* C) —— --------- -j C) z >: NEWCLOSED F. CONC. STAIR ILI Z Ti :2 N W co Lo cc T-1 NEW DRYER VENT- SEE NOTE a PLAN to Lu Lo LLL F1 o x NEW FLOOD VENTS BY 'SMART VENT' (TYF'-) < /-k - PROPOSED SECOND FLOOR I FV. +20.0' II DRAINAGE NOTE: CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO UJI PIPING LEADING TO DRYHELLS m D BOILER DIRECT VENT: 12 MAINTAIN HORIZONTAL SEPARATION FROM w FENESTRATIONS (NY5 Mr- &04ZA);MAINTAIN 5'-0" MIN. VERTICAL SEPARATION FROM ROOF OVERHANG. 0 INSTALL AS PER MANU. SPEC.-S. -j LL 11 - LL Q I Ll I I PROPOSED FIRST FLOOR L ELEV. +q.O' DFE I LI ELEV. +50 T 7 ' PROPOSED GARAGE SLAB ELEV. +6.2 GRADE 4 FLOOD ZONE ,Erb &/ ELEV. +6.0' GROUND WATER ELEV. +1.0' NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE --6-005" FOR NAILING s STRAPPING DETAILS. WINDOW 'HART ROUGH OPENING WINDOW DIMENSION CLEAR z TAO TYPE MODEL #t OPENING TEMPERED 2 HIDTH REOV: 20" 2 HEIGHT REO'0:24" 0 0 WIDTH HEIGHT 0 -1 F-�- �T OPEN REOV: 5.1 S.F. CASEMENT CIXV4155 5,-0 12.6 14CK& 2'-4 5 105 S.F. 12 6 F CASEMENT C (6) CASEM OXHIro Z-11 14.0 S.F. c,,-o -11 12 CASEMENT 4� 0145 4 5, -4 41 D (4) CASEMENT 2'-&" 5,-0 o E (1) CIX15 c1b 5. PROJECT: PICTURE OVL2050 .2-0 :2--0" F (2) MONTEFORTE k, 5110 51-11 ill S.F. NTS OXV425 5 (1) r-.A5EMF- RESIDENCE H (1) CASEMENT r-xpql5 5,-0 5,-0S.F. 10 1 CAE 51-11 b.-O Jliuu t -On AkqN [:27-4 I - MATTITUCK, NY 11952 -W 4060 OLE JULE LANE MIN J (2) INO AK21 LJLL� DRAWING TITLE:Lj L PROPOSED EXTERIOR ELEVATIONS ru ----------- PAGE: :2'-0"- bOz 0..z - III II I ® ■ ®® V�,) 4'-O" # 1 11 MIN. MIN 4-!L01 MIN. L- -FRESH DATE: 04/13/22 LL i L AIR ' INTAKE 9 OF 16 U uitu _U WLIL Lu- F-D A&C C ea E� IM C-T-4- -7% 10 El� ol A 0 MAX. z 0 NEST ELEVATION (RIOHT SIDE) SCALE. 1/4" = 1'-0" a. ELEVATION NOTES C.) 0) OI Z 0 J HATCHED AREAS INDICATE NEN WORK (TYP.) 04 ONEW ROOFING: oQW I. SEE NOTED SECTION Lu >- - 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'OAF' (OR EQUAL) (MIN 30 YR. WARRANTY) z OPROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. Lo SR NEW CRICKET (T*T'P.): 0) 0 2"x4" FRAMING a W' O.C.;PROVIDE ICE SHIELD O LAPPED 15" IN ALL DIRECTIONS 4 FULLY FLASH. Lo 0: 't co NEW SIDING SEE NOTE ® SECTION -- _-.—- _ _-_- - _ - --. _ -- -- --- - -- �=--==- __.-.-_ ___. .�`8+= - O 0 NEW WINDOW(5) AS PER PLAN Lu 00 NEW A/C CONDENSERS ON PLATFORM ABOVE VFE Z 0) (D NEW CLOSED F. CONC. STAIR Lt Zed. L % iu / 1 1 Z vi cr- -i cll� NEW DRYER VENT: Liu (D SEE NOTE ® PLAN OO Lo 0: vi P- D Lo Fril I ii—Iji V 4 Ll Ip NEW FLOOD VENTS BY 'SMART VENT' (TYP) 1':2 II DRAINAGE NOTE: CONTRACTOR SHALL EXTEND DRAINA&E LEADERS TO S.F.H ui PIPING LEADING TO DRYPiELL5 D BOILER DIRECT VENT: @MAINTAIN 4'-0" MIN. HORIZONTAL SEPARATION FROM LLJ FENESTRATIONS (NYS MC 504.5.4);MAINTAIN 5'-0" MIN. VERTICAL SEPARATION FROM ROOF OVERHANG. C:: INSTALL AS PER MANU. SPEC.'S. -jj]1LjLLu T Lu —LLLLLU -LII .-L C1 LL Li Li 'LL Lfl Llj�,,, LLH-i JILL-L 1911 Jiuj LL C� G1\ I I I F.F. I' MAX. SOUTH ELEVATION (REAR) SCALE: 114" V-0" ALL NEW V41NDOV45 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANIJ. SPEC.'S. SEE PAGE "0-005" FOR NAILINO, 4 STRAPPINO, DETAILS. NINDOW CHART � EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR n TAO TYPE MODEL # OPENING TEMPERED V41VTH REOV: 20" WIDTH N HEIGHT z JOPEN REOV: 5.1 S.F. 12 uj WIDTH HEIGHT REO'0:24" HEIGHT (:2) CASEMENT OXV4155 1 5'-4 Ell 12.65. 41 12 A 0 5 (5) CASEMENT cpqlb 2'-4 c,,-O 2'-4 15,-11 10.5 S.F. 10 It 10 CASEMENT 5,-o L ro :2-11 S.F. E:-Cxv! D (4) CASEMENT 0145 L-2-1_0---5..-- *-5 4'-4 -- ------- ------- IF _=` ._.m_ . _ -- —--I __.. I i_I_ I I,i_-i LIQ � = E (1) CASEMENT OX15 2'-,5" .2,--7 4'- S. 0.. F (2) OVL2050 F—z- [=:2-0=�- PROJECT: 4'-11 11.5 S.F. 1-6 (1) CASEMENTSOXN25 -6 J" 11.55 MONTEFORTE ENT ox 15 �5-:0-- 21-11 F&-1 4'-11 J" RESIDENCE CASE./PIC. 0545 5'-II-j 4'-4 Ell __-_, J (2) AWNING AV421 21-0 k, 2--4 JE-1. e=zr ] J 4060 OLE JULE LANE MATTITUCK, NY 11952 Al Lw DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: Lff-L LMi ULLL J A-202mOO I-im �LLLIM 1 � flill DATE: 04/13/22 10 OF 16 D ARC E EAST ELEVATION (LEFT SIDE) Z SCALE: 1/4" = 1'-0" BUILDING 5EGT1 ON NOTES < U NEW ROOFING NOTE (TYP.): PR PAGE 6NNECTION' 5 003LQyJ Z O O I. INSTALL NEW ASPHALT ROOFING SHINGLES NEW RIDGE J _ � 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PROPOSED RIDGE HEIGHT 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS -- ------ 12 OVER ELEV. +3�.1 14 W r-I 3.INSTALL 15 # BUILDING FELT(U.D.N.) OVER 10 I Q W }: 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) PROVIDE BLOCKING FROM - - _ -- Z 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) FLUSH BM. TO RIDGE 12 6.PROVIDE RIDGE VENT(AS REOV) O Z 1. FLASH ALL VALLEYS �(��1 J B.INSTALL DRIP EDGE AS REO'D cf. INSTALL ALL AS PER MANU. 5PEG.'s NEW G) O TYPICAL ROOF $ CEILING CONSTRUCTION: O O O O • NEW ROOFING AS NOTED 2 _ } 0- U) � • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD d' m SEAMS) Z • R.R.,G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER 8' Q INSTALL "X" BRID61N6 ® CENTER.OF SPAN, U.O.N) _ a • R-49 CEILING INSULATION, INCLUDING MIN. OF R-21it SPRAY FOAM INSULATION $ R-26 BATT INSULATION \ 3 ~ (WHERE SPACE ALLOWS). PROVIDE FULL INSULATIONW Z VALUE USING SPRAY FOAM IF NECESSARY. Q J TYPICAL EXTERIOR WALL CONEiTRUGTION (TYP.): PROVIDE HDR ABOVE RAIL MIN. > 00 ALL WINDOWS 4 Q❑ RAILING HOT. It* Q O SIDING AS PER 51DINO NOTE DOORS AS PER ❑ AS PER DETAIL Z 0) (D • UPON "TYVEK" HOUSE WRAP (OR EQUAL) STRUCTURAL PLANS SECOND FLOOR J VA • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) w ,O LOFT DECK T- NEN STUD TO Z }; • 2"xb" STUDS ® Ib" O.C. w/ DBL. TOP PLATE p i0 MASTER ' � BEDROOM t FLOOR ASSEMBLY Q Z r'I • 2" FOAM INSULATION (R=-7/INCH) ,,4/R-13 BATT t-w Q CONNECTION 'GI' A5 INSULATION (R-27 TOTAL) 2"xb" SILL Q PER PAGE 6-003 LL j (� • 5/5" GYPSUM BD. WALL FINISH PLATE-\ Lu ® WINDOWS. ONEW SIDING NOTE (RYPJ: -- ":I' PITCH O I. INSTALL NEW CEDAR SHAKE SIDII�IG $ PRO_POSE_D SECOND FLOOR VERTICAL BOARD $ BATTEN SIDING LEV. +20.0' X X X)\X) XXX) x x X F.J. AS PER PLAN s 2.15# BUILDING FELT PAPER (OR EC2UAL) �xx XXLx�XXXX CXX) XS 3.INSTALL ALL AS PER MANU. SPEC:.'s - - - 4.PROVIDE ALL NECESSARY AZEK TRIM FOR PROPER INSTALLATION _ — W 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL - - F— NEW UN-REINFORCED P. GONG. 'SLAB w SA I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON _ F- 2. b MIL POLY VAPOR BARRIER UPON p V 3. 4" (MIN.) GRAVEL BASE FIRST FLOOR O' (� J NEW REINFORCED P. GONG. SLAB 6 --- ------ - \ KITCHEN tAl FOYER SB 1, NEW 4" THK. P. CONG. SLAB w/b"xb"-ID/IO W.W.M. UPON Q 2. b MIL POLY VAPOR BARRIER UPON A-4ol 3. 4" (MIN.) &RAVEL BASE — r PROPOSED FIRST FLOOR TYPICAL FLOOR CONSTRUCTION- ELEV. +q.0' b NEW FLOOR JOIST AS NOTED ON PLAN � • 3/4" GDX PLYWD T46 SHEATHING (BLOCKING ® ALL PLYWD SEAMS) ---� ":I' PITCH DESIGN FLOOD EL. (DFE) � _ - 4":I' PITCH -------- x'K)XXX) • F.J. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL ELEV. +8.0' —�.�_---L s SCXX& x SF.J. AS PER PLANS-&MS S "X" BRIDGING ® CENTER OF SPAN,U.O.N) --_---------_ - - -- - _ - PROVIDE R-30 BATT INSULATION WHERE BASEMENT PROPOSED GA_RAG_E SLAB I TOP OF SLAB CENHOTE MATCH _ • WALL5 NOT INSULATED;SPRAY FOAM MIN. 3" O HIGHEST ADJACENT EXTERIOR O ELEV. +6.2' —�. II cV GRADE;ADD COMPACTED GRAWLSPAGE 5A iv THICKNESS AT RIM JOIST �_—_l� I FILL BENEATH AS Rr=O.'D b GRADE $ FLOOD ZONE A_Eb 3' MIN. BELOW LOWEST Z ELEV. +6.0 ADJACENT GROUND WATER ELEV. +I.O' ----------- SECTION A-A/A-301 50ALE: 1/4" = 1'-0" PROPOSED RIDGE HEIGHT N ELEV. +37.1' -------- -—-—-—-—-— z I O 0 8H-A P DT -- ATTIC Q XXxx�� XXxx�� xxXX�� MFMH mil } } ' } PROJECT: "CXX3 CXXS SCXXS MONTEFORTE 3 RESIDENCE 00 RD RD oa ' SECOND FLOO 4 m BATHROOM OFT BEDROOM BEDROOM 4060 OLE JULE LANE -1 kb 0 0 0 m L MATTITUCK, NY 11952 X I Q PROPOSED SECOND FLOOR - - - DRAWING TITLE: LEV. +20.0' --------- - - - -- .. �' BUILDING SECTIONS NEW STUD TO FLOOR ASSEMBLY CONNECTION 'DI' AS j i PER PAGE 6-003 PAGE: o �L FIRST FLOOR 0 FOYER FOYER LAUNDRY ' , 30 :100 i o GARAGE PROPOSED FIRST FLOOR -- ELEV. +9.0' -----� DATE: 04/13/22 11 OF 16 DESIGN FLOOD EL. (DFE) _ ___i . ELEV. +-1.0' ---- �` -- ;� 16 s6 c6 {?5 S6 S s� ' ' ' " 3 5 5 ' ) ' � )H6&5H'WjllW } PROPOSED GARAGE SLAB 0 5B PITCH ELEV. +6.2' 5A CRANI-SPACEb n GRADE- \__ GRADE $ FLOOD ZONE A_E6 117. ELEV. +6.0' Et _ GROUND WATER , ' t: ;.;2rJ ELEV. +1.0' SECTION B-B/A-501 SCALE: 1/4" = 1'-0" U TYP. ROOFING (SEE 0 t= 0 SECTION NOTES) CN TYP. ROOF CONSTRUCTION J X-i (SEE SECTION NOTES) PLAN Q LL1 �"' SIMP50N' H2.5A �5 R HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE RAFTER TIE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; = z PLANS AND NOT PROJECTING MORE THAN 4y2" INTO � Y PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENTul JOIST HANGER BY it 0 0 'SIMPSON' OR EQUAL 0 00 G.J. A5 PER PLAN (WHEN APPLICABLE) 0- LA 0: \ _ SECOND FINISHED FLOOR FASCIA BOARD >- �t m — \ ZO BEAM AS PER PLAN 0 IV' MIN. SPACE BETWEEN \ z ui Z ui I WALL AND HANDRAIL \ Q J =J oo 3/4" PINE RISER \ kq OALVANNIIZED JOI5TT Z l')0') 0 STANDARDS FOR O RI FFABLE HAND RAIL HANGER J �J1Tj g/4" PINE TREAD �1 0 SCALE: NTS PERMAGAST COLUMNS AS PER PLAN < Z N GROSS SECTION w/ "SIMPSON" P064 (FOR 3 PLY BM) LL J = X O OR "SIMPSON" BG52-2/4 (FOR 2 PLY Lu I 4 z O HANDRAIL � = LA I, MIN' CIRCULAR NON-CIRCULAR I' ROUNDED NOSING �� CLEARANCE , � - BM POST GAPS w/Y4" RADIUS (NOT INCLUDED IN 2 TREAD DIMENSION) 4„_by4„ rI J 0 i. OVY V4"-2° \ PERI- \ 2y4” \ MIN. \ \ METER \ MAX. w ~z O - 0Lu Lu \ \ \ V v W ILI COVERED PORCH DETAIL (UPPER) (3) 2"x12" STRINGERS ® w/R-21 \ \ SCALE: 3/4" = I'-O" ' INSULATION, IF UNDERSIDE IS FAGINO m d 5TORAGE/NON-HABITAL SPACE STORAOE UNDER y2° GYP. BD. (WHEN APPI_I CALBE) 6" STRUCTURAL PERMAGAST COLUMN TREATED 2"x12" SILL FOR CONTACT AS PER PLAN H/GONG. (IF APPLICABLE) I FIRST FLOOR "SIMPSON" POST BASE PER POST SIZE INTERIOR V400D STAIR DETAIL FINISHED STONE A-401.00 SCALE: 3/4" = I'-O" 4" GONG. SLAB ° ' ° d d / 2'-O PAP ( a GRADE \\//\ \\/ BACKFIL ED a ---------- r -- F ---, d n \/\/\\ EVERY b" N — II ° —COL. PER PERND OOUND PAN ;PROVIDE 0 t — �\ ADDITIONAL (2) #5 VERT REBAR U IN GONG. WALL BENEATH COLUMN ------- --- --�i---,I m \ ,�/xLii - II II iI a #5 REBAR (TYP) a <"` I I a a° i P. GONG. FOUND. WALL 4 FTG AS #5 BENT I I I 8 i PER DETAIL 3/A-401 REBAR (TYP) n` I i I I PROJECT: LMONTEFORTE I' i i COVERED FORGH FOUNDATION DETAIL PROVIDE 3" (MIN.) GONG. GOVEFZ PROVIDE 3" (MIN) GONG. COVER I ' I -401.00 = RESIDENCE OF ALL REBAR WITHIN P. GONG OF ALL REBAR WIT1iIN P. GONG. SCALE: 3/4" I'-O" FOUND. WALLS 4 P. GONG. FTG'°i. PROVIDE STRAPPING 4 NAILING FOUND. WALLS 4 P. CONC. FTG'5. PROVIDE STRAPPING 4 NAILING A5 PER CONNECTION 'D' IN AS PER CONNECTION 'D' IN I "TYPICAL NAILING/STRAPPING "TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, REQUIREMENTS FOR UPLIFT, 4060 OLE JULE LANE BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. ON PAGE 0-003 ® EA. STUD. CORNER CONNEGTIION MATTITUCK, NY 11952 (WHEN APPLICABLE) NEW (2) 2"xb" P.T. SILL PLATES NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER UPON SILL SEAL UPON COPPER DRAWING TITLE: NOTED ON PLAN TERMITE SHIELD 4" P. GONG. SLAB TERMITE SHIELD b"xb"-IOx10 W.W.M. BETYVEEN DESIGN DETAILS CENTER 4 UPPER;OF SLAB #5 REBAR (TYP.) 2'-0" LAP SECURED IN PLACE DURING POUR NEW 5/95"0 HOOKED ANCHOR �I NEW 5/8"0 HOOKED ANCHOR (TYPE BOLTS ® 3,4" O.G. w/3" SQUARE b MIL POLY BOLTS ® 311" O.G. w /3" SQUARE WASHER 4 ENDNUT MOISTURE RETARDER WASHER 4 ENDNUT #4 HOOKED VERT. ' REBAR® 48" O.C. -------------- z 1 J = z 4" P. GONG. SLAB r . I "d �; q "" " ——— PAGE: GRADE I 1'/ � \I 1 GRADE --------�— IL ' 0) 5/4"xb" P.T. Q V DECK BOARDS JOISTS AS NOTED O ON PLANS J = 5/4„ x REOD vi HEIGHT P.T. RISER Q W 5/4"xb" P.T. DECK BOARDS 2"x BLOCKING ® EA. O STRINGER TO MATCH SIZE "J = OF JOISTS FASTEN STRINGER TO O O BLOCKING (MIN. b � m r FASTENERS) d' m Nosi Z (r�J O NOTE: 2"x12" P.T. STRINGERS ® Ib" I. IF FINISH MASONRY USED (SUCH AS 4” THK. x 8' WIDE xWIDTH - O.G. (MIN. 3 STRINGERS ® OF STAIR P. CONC. PAD _ �-- BLUESTONE) - MASON TO ADJUST � EA. STAIRWAY) Z W HGHT OF LANDING AS REQ'D TO 4" P.GONG.SLAB ACCOUNT FOR FINISH MASONRYw/bxb 10/10 NmQ J I" UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP) FILL 2"xb" P.T. BLOCK IN BETWEEN - J EA. STRINGER. FASTENED TO X NOTE: O ® 1:48 AWAY FROM BUILDING P. GONG. PAD w/ 19/64" x n1 Q ALL DECKING SHALL BE FASTENED Z a) cp w/COATED DECKING SCREWS BY r�L + nu. �niLuw wi M1Lt�(VII�L+ +LI\IJ 3. FOR SLABS ABUTTING FRAMING, INSTALL •° � 3-1/2" CONCRETE SCREWS BY t "DECK MATE" (OR EQUAL) O AS PER PLAN. RAIL SHALL HAVE REBAR BENT TO _ J CAPACITY TO RESIST 200 LBS OF COPPER FLASHING FROM 12"ABOVE AND SLAB A5 SHOWN =�=== = ==�. "GALIBURN" (OR EQUAL) - MIN. ADJACENT TO SLAB, BED ALL FLASHING ice/ (3) SCREWS PER BLOCK O" MIN. Z }- �. LATERAL LOAD. MATERIALS SHALL IN ASPHALTIC MASTIC y° /\\/\\/\\/ z Q Z BE ONE OF THE FOLLOWING: HOT. i' DIPPED GALV., EPDXY PAINTED STL., •° a • \\//\\//\\//\\/ > GRADE _ GRADE J (V EPDXY PAINTED WROUGHT IRAN. �� /\/\/\/ , ' LL W W ATTACHMENT AS t(1 BEND REBAR .a��' g� �'-6" vi PER RAIL Mi4NU. TO SLAB (1) #4 REBAR ® EA. moi. / / / / �' STEP;3" GVR® ENDS L i • ° / ti /\/ /\/\/ c ^moi \\/\\ \\/\\/\\/\\/\\/ 0 J O No's` 4"P.GONG.SLAB w/ \� \\/\\/\\/\\/\\/\\/\\/\\/ Q V400D STAIR DETA I L ALL P. GONG. SHALL • \/ /\/\/\/\/\/\/\/ r-—� 6"xb"-10/10 W.W.M.UPON BE 4,000 PSI (MIN.) - ---- - COMPACTED FILL ° ' \/\\/\ \\/\\/\\/\\/\\/\\/\\/ �-402.00 10" i�� °/\ \ \ \ \ \// (1) #4 REBAR II \\ \\ SCALE: 3/4" = I'-O" CONT. ® TOP II. \/\/\ MIN. • •�� % /\\/\\/ �COMPAGTED /\\/\\/\\/ W 1 \//\//\ _'F— ° \ \// FILL #5 REBAR® 36" O.G. \/\\/\\/ X a• ��i : \\.\\�\\�\\�\\ \�/\�/\�/\/\\/\\/\\/ • GRADE II 8 ///\//\/ COMPACTED 2"x4" KEYWAY r ° a ��ii e \\ \\ \\O.G. (MIN. 3) \/\\/\\/\\/\\/\\/\/ U \\/\\ FILL •. . �iii'' / \ /\//\//\//\//\//\//\//\//\//\//\//\//\ W /\/\/\/\/\ \/\/\/ 8" THK. P. 11 /\ ""4 \/\\ \\/\\/\\/\\/x>/>\\ \/\\/\\/\\/ GONG. WALL 11 Ih GRADE �ii� �,// // // // (2) #6 VERT REBAR EXTENDING (� J I I I I . ', /\/\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ TO TOP OF FOUND WALL, ° j II II #4 REBAR DONT. /�/ L �ti�/ i \/\/\ NOTE: /\/\/ DIRECTLY BENEATH STEEL a Q #5 BENT REBAR I,I v\ \ // //p NLL P. / / / ® 36" O.G. 11 Ib° -�%//\/ ® 10" O.G. (MIN. 3) 11 \\\\\\\�� /\\\\\\\\\\\\\\\\\\ SHALL BE NG \/\\\\\\/ COLUMN BASE PLATE, POST BASE, I I I I PROVIDE 3" (MIN.) GONG. COVER IP /\/ (I) #4 REBAR CONT. PQ // // // OR FLUSH BEAMS A5 INDICATED I I. .I I OF ALL REBAR WITHIN P. GONG. ' z (1) #4 REBAR IIII ° \/\\/ �,\\/\\/\\/\\/\\/\\/\\ 4,000 PSI (MIND \ ON STRUCTURAL PLANS I - FOUND. WALLS d P. GONG. FTG'5 CONT. ® BorroM /'/ / I I s I ° r p �I II" /\\/\\/ #5 BENT REBAR ® 12" O.G. I \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ m IS" WIDE x 12" DEEP z 91 \/\/\/\/\/ P. GONG. FTG. II /\\/\\/ (I) #4 REBAR CONT. �I. \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// (2) #6 BENT REBAR \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I I I I O 8" THK. P. GONG. WALL I . / // // // // // // // // // // // // // // // // // I. I I - P. GONG. WALL AS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ '� PER DETAILS (3) #5 HOR. e IS" WIDE x 12" DEEP II° REBAR P. GONG. FTG. I • \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (5) #5 HOR. REBAR UPON (5) #5 HOR. m (2) #5 HOR. REAR \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ REBAR RUNNING PERPENDICULAR WITHIN I III" I \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ENLARGED P. GONG. PAD FT6.;PROVIDE III° �3" • ,� ° • ADDITIONAL REBAR BESIDE CONT. HOR. I lY1• \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ REBAR FROM CONT. FTG. A5 RE A 5 ••�� EXTERIOR MASONR--r DEO< DETAIL �]) 6/ 00 F—XTERIO °l � � aA-402.00 SCALE: 5/4„ 1'-0” A-402. SCALE: 5/4" 1'-0" ° P. GONG. CONT. FTG. AS PER DETAILS II .II --------------------- ----- ° 3b"x36"x18" DEEP P. CONC. PAD - (3) #5 HOR. CONT. REBAR FTG. (ENLARGED PORTION OF P. WITHIN P. GONG. CONT. FTG. AS GONG. CONT. FTG.) (MIN. 4,000 P51) PER DETAILS;COORDINATE LAYOUT WITH REINFORCEMENT WITHIN ENLARGED PAD FTG. _0+ ENLAROED CONT. FTO. DETAIL A-402.00 SCALE: 5/4" z w PROVIDE BEAM8"— (4) 3/8" H.D.G. LAG o SPLICE CENTERED U ABOVE COL. WHEN BOLTS (PREDRILLED) w NOTED � I � I r PROJECT: FLOOR SYSTEM AS _ NOTED ON PLAN FLOOR SYSTEM AS 5/a" THK. PL. „� — — — M 0 NTE FO RTE FLOOR SYSTEM AS NOTED ON PLAN i NOTED ON PLAN I�2 11 4 6ALV. PL. RESIDENCE H D CAP PLATE 'A' _ �7 NEW STL. GAP PL. 'A' FLOOR WOOD BEAM FOR CONNECTION OF STL. COL. TO (3) 1-5/4" WIDE 4060 OLE JULE LANE WELDED TO COL.;SEE AS NOTED ON PLAN LVL LUMBER OR (5) 2" WIDE OR (4) 2"X WIDE WELDED TO COL.;-;SEE GAP PL. DETAILS DIMENSIONAL LUMBER OR 5.25" WIDE PSL MATTITUCK, NY 11952 NEW STL. GAP E A5 NOTED ON PLAN NEW STL. GAP PL. 'A' FLOOR WOOD BEAM FLOOR WOOD BEAM GAP PL. DETAILS WELDED TO COL.;SEE AS NOTED ON PLAN NEW 3-1/2" O.D. 5CH 40 GAP PL. DETAILS NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. NEW 3-I/2" O.D. 50H 40 WELDED TO COL.;SEE (ASTM AI23) AS PER DIP INC TITLE: HOT DIP 6ALV. BOLTING STEEL (OR EQUAL)STL. COL. BASE PL. DETAILS FOR FOUND. PLAN BY SIMS NEW DO.D. 5CH 40 HOT IP STL. COL. WELDED TO COL.;SEE (ASTM AI23) A5 PER NEW BASE PLATE 'A' (ASTM AI25)3) A AS PER DESIGN DETAILS NEW BASE PLATE 'A' BASE PL. DETAILS FOR FOUND. PLAN BY SIMS NEW 4" P. WELDED TO COL.;SEE FOUND. PLAN BY SIMS 11 STEEL (OR EQUAL) PROVIDE GOLD JOINT GONG. SLAB BASE PL. DETAILS FOR STEEL (OR EQUAL) 8 BOLTING AT GONG. SEAMS (TYP) BOLTING NEW 4" P. NEN PROVIDE COLD JOINT GONG. SLAB P. AT GONG. SEAMS (TYP) PROVIDE GOLD JOINT CONC.'SLAB (�I II I/211 ° AT GONG. SEAMS (TYP) \ �4 11 PAGE: 4 ARL 10 4GRAVEL BASE `L� " . • •° . 0 0 3-1/2" O.D. SCH. 40 HOT a _ . ® ■ 00 ---- - _ ----�. -� '- COMPACTED FILL - ' DIP 6ALV. STL. COL. 4" GRAVEL BASE ° ° m NEW 30"x30"xl8" ' • ° °• . NEW (3) #5 HOR. I - -�`— ° _ _ (A5TM AI23) AS PER REBAR UPON (3) #5 DEEP P. GONG. PAD NEW (4) #5 HOR. 4" 6R AVEL BASE ° J _ _-- ___ - - �`3 °__ _ PLAN WELDED TO PL. 1 REBAR UPON (4) #5 �---�__ °_•_--_�--r�-s-- COMPACTED HOR. REBAR(b TOTAL) FTG. (MIN. 4,000 P51) HOR. REBAR(8 TOTAL) FILL NEW 24"x24"x12" ° . - &"xWx5/8" THK. DATE: 04/13/22 13 OF 16 DEEP P. GONG. PAD NEW 42"x42"xl8" I� �— \ STL. BASE PL. FTG. (MIN. 4,000 PSI) COMPACTED FILL DEEP P. GONG. PAD I`5 FTG. (MIN. 4,000 PSU I I I I I I (6) #5 HOR. REBAR UPON (6) #5 HOR. O 0 (4) 1/2" HOOKED ANCHOR REBAR(12 TOTAL) BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZE WASHER AND END NUT SETUP PROVIDE 3" (MIN) GONG. COVER 'A'i 4r ,�0 "1 OF ALL REBAR WITHIN P. GONG. BASE PLATE A FOUND. WALLS 8 P. GONG. FTG'S. W"r- _+0 F,"�• II II II II II II II II II 2 STEEL (.OL. 24 x24 x 12 FTO. DETAIL I STEEL COL. 4 50 X50 X 18 FTO. DETAIL I STEEL COL. 4 42 x42 x 18 FTO. DETAIL _ _ IA-402.0I STEEL COL. CAP BASE PLATE DETAILS .YT n.37'. A 402.00 SCALE: 3/4" = I'-O" A 402.00 SCALE: 3/4" = I'-O" 0 SCALE: 3/4" = I'-D" J`4:• A-402.00 SCALE: 5" = 1'-0" 4 fi N Gv Q U • _ EXISTING TO BE DEMOI-ISHED NEW PARTIAL HEIGHT LL N r WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) J T-i EXISTING TO REMAIN NEW WOOD FRAME (L.G. W FOUNDATION WALL ~ r-I NE Q ! ED : } 5TL. WHEN APPLICABLE) Z ' � Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL r _ POST FOR 4" WALLS WOOD FRAME (L.G. 5TL.. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J I- LA Y P05T FOR 6" WALLS), U.O.N. d) Q NEW 2-HR FIRE RATED O Q Q WOOD FRAME (L.O. STL.. 0- Lo w WHEN APPLICABLE) m Z O Z STRUCTURAL PLAN NOTES00 Q W J OSINGLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z JH JH ABOVE INDICATED POSTS. O ALTERNATIVE BEAM DESIGN OPTION J >- O AS AN ALTERNATIVE TO THIS FLUSH SM. w/STEEL FLITCH Y t PLATES,A (3) 1.-15"xl4" G.P. 2.OE LVL DROPPED BEAM i Z (V MAY BE USED. INTERIOR BEARING IAIALL MUST BE LL INCREASED TO 2"xb" FRAMING IN THIS SCENARIO. Lu cb Ln Cl: TA 5TL. COL. (TYP.): Lo O3 3-1/2" O.D. SCH 40 STL. COL. (ASTM' AI23) BY SIMS STEEL O (OR EOUAQ r-I � OROOF ANGLE BRACKET (TYP.): 4 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,250 LBS; ATTACH TO MIN. (2) 2"xb" POST (UNLESS LARGER MEMBER LLJ REO'D PER MANU. SPEC.'S) w H U LLj 12'x24' 11_' ' POOL = J U J a RAISED MASONRY PATIO (3) 2"xb" POST DIRECTLY BENEATH P05T TO FLUSH BM. ON FLOOR ABOVE I T I (2) 1.-75"x-7251, G.P. 2.oE LVL FLUSH BM. (2) 2"x10" BENEATH POST TO RIDGE ABOVE;PROVIDE (2) 2"x10" FLUSH BM. _FLUSH BM. (2) 2"x10" FLUSH SM. _ _ _ _ (2) 2"x10" FLUSH BM. SIMP50N HUS45 HANGER® FLUSH BM. ISTEEL COLUMNS TO ETWEE SPANNING POSTS 4 SLIDING DOOR HDR . I 4• - ( (3) 2"xb" POST I - (2) 2"x8" HDR (3) L?5"x11.815" G.P. 2.OE LVL HDR (3) 2"x10" HDR 2"x8" G.J. ® 16" O.G. DIRECTLY ® w/SIMP50N LU526 HAN6ER5 BENEATH POST ON 3 3 FLUSH BM. ON cV O 1 (3) 2"x8" FLUSH BM. BENEATH DECK FLOOR ABOVE Q n z WALL ABOVE;PROVIDE SIMP50N z - LU528-3 HANGER ®_FLUSH BM.- I 0 I� (3 KITCHEN 1 to LL (" v> COVERED RAISED ' O Z I MASONRY PATIO I ry w < m Q u 6 O p GREAT ROOM d� p O 2"x10" D.J. ® Ib" O.G. (ABOVE) O O - - V m ® " V m 2"x81, G.J. ® 16" O.G. w/SIMPSON O ® N ® �I t� z I < N ® LU526 HANGERS (BELOW) Q Q Lu Q u i LE I)m a 9 X m-vI Iz O ? n " " z x t- IL w 2x10F.J.Q u O.G. I w o NEW MECH. (4Q (2) 2"x4" P05T ROOM N p STACKED 62 S.F. ry z BENEATH POST (3) 2"xb" _ _ _ _ _ _ _ _ 3 TO RIDGE ABOVE P05T TO (3) I.-75"x9.5" G.P. 2.OE LVL w/(2) 0.5" 3 (2) 2"x4" POST Q HDR - - �F —5TEEL-FLITCH PLATES FLUSH SM. STACKED 0 (2) 1.'15"x9.5" G.P. 2.OE Z BENEATH POST TO RIDGE ABOVE LVL HDR(EXTEND TO w Q 2 m PROJECT: POST IN EXTERIOR WALL -j lu z ( z Q cV N N p l 2"x10" F.J. IL O w p -. z ® I6" O.G. o O PANTRY p= <- x v I m " x � X - � - �Q MONTEFORTE " ® " ® ^� RESIDENCE —�� i i � 0 (3) T T I GAR GARAGE O Q v p WDR. RM. z F- MUDROOM/ POST TO = LAUNDRY FLUSH BM. CL. II m< r3) L-15"x9.5" G.P. 2.oE LVL FLUSH BM. I p 4060 OLE J U LE LANE UU BENEATH REAR CLOSET WALL ABOVE x IX ® " O U Q MATTITUCK, NY 11952 HDR � - -- FOYER - ry DRAWING TITLE: N => 1 � � I(3) 21,x6" POST] \ 1 I - — (3) 2"xb" POSTS N$ u V 5TAGKED BENEATH STACKED ; -4 Q ° O 1 P05T TO UPSET PROPOSED STRUCTURAL PLAN - BENEATH HDR x`� O I SM. ABOVE/ \ 1 P05T5 ABOVE - -1 Q, t BEDROOM I � 21,x6" O I / ` F= O O FRAMED "p STUDY / \ 0 d� ® ry® INTERIOR - (3) 2"xlo" - 0 p _ 1 i 2"x10" G.J. \ I�,I F FOYER HDR �N I / ® I6" O.G. \ I J(2) 21,x8" HD PAGE: -- Q w COVERED rtu S-101000 _ (2) 2"x10" FLUSH BM. _ O -•C0 (2) 21,x6" (2) 2"x10" FLUSH BM. ALIGN w/MAIN EXTERIOR MASONRY O m POST TO ALIGN w/MAIN EXTERIOR (4) 21,xT POST WALL, AS SHOWN STEPS x - WALL, AS SHOWN (2) 2"x10" HDR 5TAGKED FLUSH BM. J BENEATH POST TO - - " ® - - UPSET BM. ABOVE � — r2) 2"x6" PosTs ISI �2_xI2" DROPPED BM_ - -. — _ _ DATE: 04/13/22 14 OF 16 (2) 21,x6" POSTS TO FLUSH BM. — - TO FLUSH BM. (2) 2"xb" POST (2) 2"xb" POST STACKED STACKED BENEATH POST BENEATH POST TO FLUSH BM. TO FLUSH BM. ABOVE ABOVE A , cp) R, -A o PROPOSED FIRST FLOOR STRUCTURAL PLAN 50ALE: 1/4" = 1'-0" 0,�7 .4s� - N ,� Q E I �E A L S*%r�50 L E� : (2) T TO (2) 2"xb" T FLUS" POST (3) FLUS" POST T POST TO POST TO TO FLUSH BM. d TO FLUSH BM. � a � FLUSH SM. FLUSH SM. VALLEY ABOVE VALLEY ABOVE Q V NEW PARTIAL HEIGHT (3) 1.15"x9.5" G.P. 2.OE LVL FLUSH SM. Lu C) EXISTING TO BE DEMOLISHED „�- J HOOD FRAME (L.O. STL. (3) 2"x10" FLUSH SM. (2)2"x8"HDR Lu Z O WHEN APPLICABLE) ALIGN w/ MAIN EXTERIOR WALL, DECK J T1 EXISTING TO REMAIN AS SHOWN;PROVIDE BLOCKING AS REQ'D TO ENSURE BEARING WALK-IN O ® Lu ----- { NEW WOOD FRAME (L.G. NEIN FOUNDATION WALL TO OVERLAY-SUPPORTING R.R. f---i STL. WHEN APPLICABLE) ABOVE FLUSH SM. GL Z MIN. 2 2"x4" STRUCTURAL 0 ' ~ NEW I-HR FIRE RATED � ( ) J � POST FOR 4" WALLS BATHROOM 3 DECK J = }Z. WOOD FRAME (L.O. 5TL.. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (MASTER) H LA Y POST FOR b" WALLS), U.O.N. O BATHROOM 4 Cc 0) O NEW 2-HR FIRE RATED N w 0 0 0 WOOD FRAME (L.G. STL.. ? v M T O ? .i ? �j ? V a LA V Q Q V U V O (3) 2"xa" HDR WHEN APPLICABLE) _ O I Z a _ = _ O _ O Ow0 �� O� O� - Z X os n ® N ® BEDROOMS N ® N ® O n m (MASTER) D n Q p Z STRUCTURAL PLAN NOTES — I LAUNDRY Q J CL. x 1 J 00 SINGLE SPAN STRUCTURAL MEMBER: F- O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS x- ( ® WALK-IN V I Z � C) ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY - I GL• I ,J `� e-I ABOVE INDICATED POSTS. = 1 OALTERNATIVE BEAM DESIGN OPTION V O v O A5 AN ALTERNATIVE TO THIS FLUSH BM. w/STEEL FLITCH BEDROOM 5 Z N PLATES,A (3) 1.15"x W' G.P. 2.OE LVI- DROPPED BEAM MAY BE USED. INTERIOR BEARING WALL MUST BE _ 2 2"xa" HDR ® N ® J INCREASED TO 2"xb" FRAMING IN THIS SCENARIO. (2) 2 x6 Lu (D (2) 1.15"x1.25" G.P. (2) 2"xb' POST TO Ln w %-I STL. COL. (TYP.): _ \ O 2.0E LVL HDR POST TO Q RIDGE O 3-I/2" O.D. SGH 40 STL. COL. (ASTM AI23) $Y SIMS STEE- - • w z RIDGE I 0 (OR EQUAL) I ( p� x 1 ROOF ANGLE BRACKET (TYP.): HALLWAY OBATHRO M 2 O N 0 n I 4 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,250 LBS; w U ? w V n ATTACH TO MIN. (2) 2"xb" POST (UNLESS LARGER MEMBER 1 a \YI—FY] to J O LV REOV PER MANU. SPEC.'S) U�_ U wV d ® w d ® CL. � - — — - — D 2"x1o° G.J. p O w z iv 0 N a w p iU a J Lu 0 ® Ib" O.G. z Q— - w z O w GL. GL. O w N GL. N o POSTS d O,� TO HDR DC N V = Y J (2) 1.15"x11.25" G.P. 1 _ 2.OE LVL UPSET BM. Q (2) 1.15"x1125" 6.P. 1 (2) L15"x11.25" G.P. 2.OE LVL UPSET SM. 2.OE LVL UPSET SM. (3) 2"xb" a... (4) 2"x4" (3) 2"x4" (2) 1.15"x11.25" G.P. POST TO P05T TO POSTS ZOE LVL HEADERS UPSET BM. UPSET SM. TO HDR w/(3) 2"x4" P05TS BEDROOM 4 BEDROOM 2 A V tu U OFT v i p p Q tu O O O N N N (2) 2"x10" FLUSH SM. (2) 2"x10" FLUSH SM. ALIGN w/MAIN EXTERIOR (3) 2"x10" FLUSH SM. ALIGN w/MAIN EXTERIOR WALL, AS 5HOWN ALIGN w/MAIN EXTERIOR WALL,AS SHOWN WALL, AS SHOWN (2) 2"x6" POSTS (2) 2"xb" POSTS TO FLUSH SM. TO FLUSH BM. (2) 2"xb" POSTS TO FLUSH SM. PROPOSED SECOND FLOOR 57RUOTURAL PLAN SCALE: 1/4" = 1'-0" (2) 2"x4" POST TO RIDGE 2"x10' R.R. FROM FLUSH BM. BELOW ® Ib" O.G. (2) 2"x4" POST TO RIDGE © ABOVE FLUSH BEAM BELOW 2"U5" R.R. 2"x9)" R.R. m (2) 2"xb" P05T ® 161, D.G. 016,10.0. _ TO RIDGE FROM �_ p 8:12 fSM. BELOW - - - - - - - - - - - I 5:12 PITCH 5:12p G 8:12 PITCH 'PITCH — _ aJ .9 n n (RIDGE w/SIMPSON AG4 ~ ®' Ib 'O.G. I 2"x10" R.R. 2"x10' R.R. _ - Z ® Ib" O.G. ® Ib" O.G. I I I I n ® r~ P05T GAP CONNECTION � 0 WITHIN DECK WALL 11 - - — - — — — — — —� I I I 0 I I :: :� 0�� a '1:12 f'I� .J -7:12 PITCH I � (2) 2x4 a. H Q ^-DECK BELOP4 - POST TO w Q (RIDGE FROM ��' p w p ,� I LSI' � w FLUSH B LOW a0 = NOju S ryry � D Lo nIL n ® ILm�f- n N ® IPROJECT: X wa I � a � F"x10" R.R. a o o I MONTEFORTE ® Ib" O.G. RESIDENCE EXTEND WALL 1 = O ®O <�} POST TO FRAMING TO I z v_ EXTEND WALL (3) 2"x4° EXTEND WALL RIDGE I I - SUPPORT RIDGE I N Qr0 N= FRAMING TO POST TO I FRAMING TO I I 2"x12" RIDGE = �SUPf'ORT RIDGE LOWER / SUPPORT RIDGE 4060 OLE JULE LANE O� I — RIDGE I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - � (2) 2"xb" - - - - - - - MATTITUCK NY 11952 - - - - - - - - - - - - - - - - - �2"xl2" RIDGE 2"x12" RIDGE 2"x12" RIDGE— — 2"x12" RIDGE POST TO o ®o n L o ®o o ®a RIDGE XQ- OL XQ-_ oIL DRAWING TITLE: K x � N Z0 d I (V 1 �0 (V Q��0 U ~ ( I PROPOSED STRUCTURAL PLAN tua �Q � �fi � o FL oma_ oil oma_ o II x n ® PROVIDE w N ® 0 N ® WALL TO PROVIDE (4) 2"x4" ® BLOCKING N I N BEARING SUPPORT POST TO BETWEENTO R.R. - - - - UPSET SM. RIDGE d _ PAGE: n UPSETSM.BELOVA - -- - - Qr V z (2) 1.15"x11.25"' G.P. G.P. 2.OE LVL (2) 1.15"x11.25"6.P. O mill _ 2.OE LVL UPSET BM. _ UPSET SM_ _2.0E LVL UP5ET SM. _ w O xS-102m0o I To, (3) 2"x4" POST TO w (3) 2"x4" POST TO w ry ® ( I UPSET SM. FROM O UPSET SM. FROM Q I POST TO ry O I I p I HDR BELOW Ty ( HDR BELOW O a I -RK UPSET BM. X ''� "W I I i DATE: 04/13/22 15 OF 16 o�llo X ® `� ►u N x ®I I x ® I v w x ® = p = J � I 2" 10" R.R.2"x10" RR �� I 6 v ® Ib" O.G. ® Ib" O.G. - - - - 1 0 `�� I I b:12 PITCH b:12 PITCH0 - - "o9 � °'� r 2"x10" R.R. 2'x10' R.R. - - - - - - - - © I 9):12 a:12 (2) 2"x4" POST 9):12 8:12 - - - ��!},t,: Y `r,,:',; ® Ib" O.G. ® Ib" O.G. I EI PITCH PITCH _ _ _ J _ _ PITCH PITCH "� � ..i TO RIDGE - _ I'; FROM FLUSH r rs[' L J BM. BELOW L - - ,sad-k� El I- - - - - - - — JL a (2) 2"x4" POST TO RIDGE .� FROM FLUSH BM. BELOW FROM FLUS SM. BL LONE t j �� PROPOSED ROOF STRUOTURAL PLAN SCALE: 1/4" f1L 0) Q U H 0) W N J W Q W Z J J w o) Y OO 00 Lo ir Z O IX H � Z Q W J J 00 — Irl fl r"I ' Zri N W C4 In IH Lo W m ; W ~ U V J Q 4" FRESH AIR VENT 1L J I L THROUGH ROOF IL LL \ I � I Q I Q Q I I 1 I I I BATHROOM 2 BATHROOM 3 ___ I BATHROOM 4 LAUNDRY BATHROOM 2 BATHROOM 4 LAUNDRY —7———_ BATHROOM 3 GL. NOTE: ALL PLUMBING WORK LAUNDRY SHALL CONFORM TO —2—" 1 2"j 1 2'1 2'1 2 1 i 1 i 2"1 2 1 O I I q� 1 p� �p� LOCAL PLUMBING CODEIL I O X 2„1 I 1 2„1 I I I 12 I 2„1 I I PROVIDE "ABEAM” FP200 AL tJL �^ 1 I�I 14 I I` Q p I I I I I I EXPANDING FOAM” (OR EQUAL) Q `�f' O I 1 i I I z I I i t I I p� I I z U 1 I 1 I 1 1 1 I AT ALL PENETRATIONS IN FIRE O � 1 : V 3 3 O I RATED WALLS AND v I i I v l I o� I : V t O NOTE: Ul I yy� I 1_ 1_ yl.p, I 1 1 I_ W.�. FLOORS/CEILINGS. PRODUCT w 31 13 31 !v yy,G, = 31 31 !v 31 !v y�,G, - 31 13 31 13 31 !v yl.G. v� 13 LEGEND W ALL PLUMBING b 1_ ” I I I I I I 2" CONFORMS TO ASTM E 814, N TI j U =1 j= �1 v =I j= =I j= =1 U I U I _ ( I= ____ HOT WATER N FUEL GAS WORK SHOWER SHmWER 1 I 1 SHOWER I NI .- SHOWER N I :� m n1 SHOWER N I :� cr I .N m NI != NI != SHOWER N I �� m I N — SUPPLY N SHALL CONFORM I W 45FiER ASTM E 84, AND UL 1479 N N � TUB �I 1� I I- Q4 y 1� I I- I I- 44 �I TUB y j� I I- Q4 -! I WASHER DRYER - TO LOCAL PLUME3 3.1 G.O. �- n___ .-..- -.. - - — - - — -.— ..— —— —— -_- - SUPPL COLD WATER FUEL GAS GORE 8 (VOTE: I ALL PLUMBING WORK MECH. MECH. I KITCHEN BATHROOM I POWDER RM. RM LAUNDRY SHALL CONFORM TO KITCHEN BATHROOM I POWDER RM. LAUNDRY I PROVIDE "ABESGo FP200 FR KITCHEN LAUNDRY MECH. PIPING PENETRATIONS: ROOM LOCAL PLUMBING CODE ROOM I j EXPANDING FOAM" (OR EQUAL) ROOM I. PROVIDE "ABE5C0 FP200 FR __ _-- -- ---�---__ - WALL I EXPANDING FOAM" (OR EQUAL) Z 2 - --- HUNG I I AT ALL PENETRATIONS IN FIRE w ------- --I- -- T I I I RATED WALLS AND WALL AT ALL PENETRATIONS AT WALLS 2 _ I i 2 1 2„1 „1 1 BOILER I j FLOORS/CEILINGS. PRODUCT O HUNG AND FLOORS/GEILING5. g F2” 1 I 1 2 1 12" O [ Q4 Q4 Q4 CONFORMS TO ASTM E 814, O3 BOILER 2.PRODUCT CONFORMS TO ASTM E U I I I 3" I I I IL V I ASTM E 84,AND UL 14-19 1L 814, ASTM E 84, AND UL 14"19 I S 1 2 I 1 1 1 ff PROVIDE F.A.I. I I I I o i I HYDRONIG I f I .� 1 4 I 1 Q FLOOR w I I I I I I AIR1 a DRAIN FLOOD RESISTANT u I3 z I3 v 1 13 v I jU I IHANDLER 1 INTlfl NT I- I I- .11) 3" !V - .3 :v W.G. 1 v W.G. I = =I - I I cv I .V I I I I FLOOD RESISTA tY FLOOD RESISTA I- ISHOWER 1 1 TRAP ELEVATION(DFE) - - 1= (= 1= - 11= 1= _ I 1 CONSTRUCTION - - DW WASFIER NI IN NI SHOWER N I :<�+ m n I .N m N 1 N N 1 .c\v 3 I I I I cv O z m CONSTRUCTION ti i 3" 3" - JELEVATto (DFE) RANGE m vRYER - n 3 ELEVATION (DFE) f- � DW — �I 1� �I I— Q4 �I I— Qa �I !— WASHER �I i— I I I N _ Q G.O. G.O. ICONSTRUCTION — — — -- — — — —— — — — — — — — - - _ - -- w G.O. GLEAN OUT w w GAS SUPPLY PROJECT: V �� 4 AS REQ'D Q I Q BURIED PROPANE 4" HOUSE OL w TO STREET Q GAS TANK MAIN DRAIN G.O. WATER MAIN MONTEFORTE v 4" TO SEPTIC - RESIDENCE SYSTEM 4060 OLE JULE LANE MATTITUCK, NY 11952 DRAWING TITLE: FLUME I N RISER - DRAIN / NASTE / VENT FL"UMB I NO RISER - cJ" UFFLY CAS RISER - SUPPLY PLUMBING RISER DIAGRAMS SCALE: NTS SCALE: NTS SCALE: NTS GAS RISER DIAGRAM PAGE: P-101moo DATE: 04/13/22 16 OF 16 clA