Loading...
HomeMy WebLinkAbout40216-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health, ­ SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey_ SoutholdTown.NorthFork.net PERMIT NO Chcal<_­ Septic Form......... N.Y.S.D.E.C. Trustees— --- C.O.Application Flood Permit—­ '20 Single&Separate Storm-Water Assessment Form Contact: Approved Disapproved a/c___. < Expiration,- 20 --—-----------B 'ding Inspe oi- APPLICATION FOR BUIL G PERMIT 0 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit, d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspec ---(Signature of applicantor name,if a corporation) (Mailing addr,ss of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder e�, Name of owner of premises (in tA(As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No.... ade',5 Lice ise N 1. 1-ocatioOfland, I NIhich ploposed work will be done- 1-10 LISC-Nurn bet- treet Hamlet County'Fax Map No. 1000 Section, 7 Block Lot Subdivision ...... Filed Map No.-.....—Lot.... ... _.. — 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Y b. Intended use and occupancy C ` . ..- --- 3. Nature of work(check which applicable):New Building Addition Alteration.— Repair Removal Demolition Other Work„ (Description) 4. Estimated Cost O Fee (To be paid on filing this application) 5. If dwelling,number of dwelling Units Numbed of dNyclling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and.extent of each type of 40 use. /� f 7. Dimensions of existing structures,if any:FrontP Pear IDf Depth Height ZV Number of Stories ® r Dimensions of same structure with alterations or adjitions: Front 7 Rear Depth • ` Height y Number of Stories 8. Height ions of en ire new construction:Number Front Stories hear ✓ Depth / I 9. Size of lot: Front I t • G? 'Rear 110 C.�,7u Depth 10.Date of Purchase111 ? ...Name of Former Owner c 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES—NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises r• Wr -%Address 3 312 Jr0&0 LoPhone No._ /b—Y XG Ord Z Name of Architect —Fe 2(r is Address ii a,,�S" Jig Phone No L3�S' Name of Contractor 7a,41 lr o Address& pru 791 � ......Phone No. 3 I o 'di x 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with`accurat°e-founddtion plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,_..........._ © being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the.--0 Wfil C........,--- (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. JASON KIDD Seer to before me this Notary public-Slate of New York day of 20 Na.Qti�fstsra �— Qualified In Suffolk C uatt y Commission.Expires r f9l dr Notary P c Signature of Applicant Scott A. Russell °l m� SUMRWSOR 9I I MANAGEMENT SOUrHOLDL-P.OD Box 11 SMS Marn Road-SO=O-LD,NEW YORK 119n Town of Southold CHAPTER 236 - STORMWATER WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) e .. i DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING- (CHECK .ALL THAT .APPLY) eb No A. Clearing, u ing, grading or stripping of land which affects more 1 than 5,000 square feet of ground surface. B. Excavation or fillinginvolving more than 200 cubic yards of material within any parcel or any contiguous area. 1 09C. Site preparation on slopes which exceed 10 feet vertical rise to I 100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area 0I 'E. Site preparation within th one-hundred-year floodplain as depicted I on FIRM Map of any watercourse® th Installation of new or resurfaced impervious surfaces of 1,000 square feet or morel unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, e Complete the Applicant section e o your e, Signature, Contact Information, ate & County Tax Map Number! Chapter 236 does not apply to yourje ° If you answeredone or more of the above, please submit Two copiesof a Stormwater Management Control Plan and a completed Check Ust Form to e Building Departmentyour aApplication. APP ,.r., rope rt ea-i n ProfesuonaL Agent.g tr D L1CA\rT: �r OH ner.D gContractor.Other) S.C.T.M. = 1000 Date: i.trict h� o t r� 07 3 5 10-Iq—S Section Block Lot m yy ���ylf"DING ry�� p r a� ry ry p � � y, �f / ry �.�rR IIpNti��A..�Y�ING II�� P'�� II I����L T i�SE, �� 1 Ar r Contact lnfonmti� 1�0 �' q Z Y b �; Th�mr Vumtrr I r Reviewed By: a e o�Property Address L___ moon of Construction Work: _ r Date: ��_ Approved for processing Building Permit. � K ow(ti �]j Stormwater Management Control Plan Not Requh-ed. ( I S I � %A—'.--t('nnt—1 Fol Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION / TIMBER CONSTRUCTION Date: �3 Owner: Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) 2 Roof framing (R) Floor and roof framing (FR) Signatur Name ( ersgp submitting this form): Capacity heck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 1zGenerated by REScheck-Web Software compliance Certificate Project ALFIERI-LEWIS Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HIM Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Maple Lane Donald G.Feiler-Architect Mattituck, New York Compliance: 19.3%Better Than Code Maximum UA: 109 Your UA: 88 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimuni home. Eny 111101 OR jilliiill Ceiling: Flat or Scissor Truss 528 30.0 0.0 0.035 18 Wall:Wood Frame, 16in.o.c. 498 21.0 0.0 0.057 23 Window:Wood Frame,2 Pane w/Law-E 102 0.290 30 Floor:All-Wood joist/Truss Over Uncond.Space 528 30.0 0.0 0.033 17 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-'Title Signa Date �b N At,0 G't . � l L�2- t'I 1 o I 04015 Project Title:ALFIERI-LEWIS Addition Report date: 08/04/15 Data filename: Pagel of 1 N.... -_.m.. .... .. __ 5URVEY Of PROPERTY �,1 51TUATE: MATTITUCK _ E TOWN: 5OUTHOLD 5UEFOLK COUNTY, NY SURVEYED 04-02-2015 } PROP. GARAGE 04-20-201 5 O" — PROP. ADDITION 09-02-2015 N SUFFOLK COUNTY TAX# p qr 1000 - 107 - 3- 5� CI CERTIFIBD T0: 1 � ran JOHN ALFIBRI PRISCILLA LEWISCOVE I N ` (EXISTING 110 5EA= 1,5 ALCULATIONS �i} I 99 5,1.Pt.or 18°6 PROPOSED ADDITION=520 5a.Et.or 0=6e aTOTAL COVERAGE 2,1 19 5q.Ft.or 2.4% MAX.ALLOWABLE 17,703 5,1.Ft.or 20 r-7— %n"z, ( I DRAINAGE SYSTEM CALCULATIONS: (ADDITION ROOF AREA—52115Q,IT, 520 50.'T.X 0.17=69 C"I 691 42.2=3 VERTICAL'T.OF V DIA.LEACHING POOL REQUIRED PROVIDE(I)V DIA.x 3' 5TORM DRAIN POOL5 0 W 4O N 1 P 1 Tr" ~� G 7<J 1 x stli 2- u -r a 791 a�T �t 0 'O Q I R O 3k � rr i ad r �L c a_ .} s. o� \10 MONUMENT FOU"° JOHN C. EHLERS LAND SURVEYOR 0 PIPE mull) !I R©P,F FOUND 9 t STAKE SET ........ _ - rta 0 o sca sno be co+saered.o be �— WOOD FENCE 1 G EA5T MAIN 5TREET N.Y.S.LIC. NO.50202 I Area =58,5I S Sq.Ft. RIVERHEAD, N.Y. 1 1901 34;9 8288 Fax 3G9 8287 � b Area =2,03 Acres CR,Q C A S 1on91slandlandsurveyor.com 1 aid W e n 97 84 me assg�ees m me - c ......... ....... ......_........ .. ... ........., .. ....1._. ... Woos o,e oor o-oosr .:,', 3 P Ui 1 D NC,N F 1'1 i-1 T-7 Q)IYM' OF CONS Type V D E S 1(7,'J C R11 P'I A -riph, LIVE LOA") r,J fist DEAD L 0 A D 0 f 120 mph SUr CATE(7,0�), ,F RY nrJ WE,ATHERINrsovol-C. FROFT LINIF DEPTH TEWAIFF M,1,-!-1,-,le to hEzj%,y DI'CAY to r_S ,1 V,,'INTEP r) f" GRY(1'21LEi 7LMI 111),.,c;-o,2 s F fLG C" tt" es, 40-in F�,, Of NQW YCrk F, il-ie Arn.,rir 0. 'AFgPA) VV')(.),l Fmme(,nns!rw:t;o-j f 7' v,�­� LIP L&J Ile LLJ r 1. All construction to conform to the 2010 Rcn,;dmnl':nl Codn Of NY State. 2. Contractor to verify a!l dimensions in the field. The Gontrictor is to notify SAP the Architect of any conflict or discrepancies on the Drawings and Specifications. rn ations. All work to be copIntod in a workman!ik? manner. All products to be instnMod eccording to manufacturers i,i.;,,rurlions. 3. EXISTING CONDITIONS, to be removed-included (')�,t nut limited to): front stoop, siding, windows, Erfry door, sid��Iiohts and trime, and any item as shown on Drawings, or as required. Removal from site to be in accordance with all rules and regulations of agencies and municipa!ities having juri­-Tction. CONCRFTE& 1�!ASONRY 1. CONCRETE STRENGTH 3000 psi 28 days: Concrete gall not be p!aced when air temperature is below 40 dcgrFes F., or when concrete temperature is less t!,,,iri 50 degrec!-,F. 2. FOOTINGS: to benr on undisturbed soil, with two f.T reinforcing bar;;; minimum 6^pth to be 36"below grade. L 3, FOUNDATION WALLS: 8'thick. poured concrete,with t5 rc�nr-48*o.c. 4. STUCCO: Exterior of expos-d foundation wqII7,to h,�lvc tr-�,,vf--!­d on stucco finish,- stucco to consist of Portland cement, marble dust and\At.4tt,r,1rjofng. 5. DAMPROOFING: Exterior of foundation wi!!s to be dn:-,orocf0d with M"thick aspha!t mastic, from grade down to and over the too of ol I fo q n. . EOLL APpr TRY 1. FRAMING LUMBER: Dourilas Fir No, I &2, 1400,,rb E=1.0x105,. WOODEN I JOISTS. iLev(,,l Trus Joist, inrt.0a,ion as per mf�g sper,,i ,ra tions Sheathing to be nailed &g!LlCd to floor joists; D' ouble floor joists under parallel pnrlitions and around all I openings — in LAMINATED STRUCTURAL LU_f!BrR: "PSL* Pnraflam by Trus Joist 2.()[.-; "LSL' by Anthony Power Seam, 3100Fb, E=2.lxl0r). 2. PLM'OOD: CDX, INT-APA, exterior clue W 3 WALL FLASHING: Aluminum. 4. INSULATION: Fiberglass Batts with vapor barrier, heated side; Interior Wills-Sound Control Batts, Unfaced, 5. BUILDING PAPER.- 30#felt. CD 6. ROOF SHINGLES: Fiberglass Asphalt,dimension.-, , (arnrox) 3C3 Ibs, ,rIr_I1re, 30 year warranty, to match eyic,;r 7. LOW PITCHED ROOFING: EPDrv1 single-ply rubber roofine.l. 8. WALL SIDING: 1x6 cedar, Tongue& Groove, V_joirit, 9. DECKING: 5/4' X 4' Philippine Mnlogzriy, stk, Sainles,r rpils; ffarnina lumber toA.C/0 treated.10.GUTTERS&LEADERS: Baked White Aluminum, 5"x, 4,r gutters; 2"x3" leaders; connect leaders to new drywells,with 6"correg-31ed pir),2, buried 11,WOOD FLOORS: Sol cct Red 0:1k strip, 25/32"x 2-1/4 . 12,INTERIOR WOOD TRIM: Feldman 8338RI 1 E, 11/16'x 3-1/2". 13.GYPSUM BOARD: 1/2*GWB, moisture resistant at Ualhs: _J 14. METAL CONNECTORS.- Simpson Strong-Tie, galvanized- locations, type and nailing as shown on Dravvings. LU 1001"I's DOORSI= 1. WINDOWS: Andersen 400 serirs, Low-F insufatinq c;iss, Ter-ratone, win Pre'rininhed Int-rior-VPi;+e. 2. EXTERIOR ENTRY DOOR & SIDELIGHTS: E V`E to he sc,'oc,1 cf by Owner. C 3. BASE : -NT DOORS- Masonit,�, insu!ntfd. half-linht, to be selected by Owner. 0 4. INTERIOR DOORS: 6-Panel Pine, LO 1. SIDING AND TRIM, Solid stain with primer coat, Olympic, or equal. 2. INTERIOR DRYWALL: 1 Prime coit, 2 fnish conts latex fit p,)i,,,#, eggshell finish at Bnth- Ct�rinmin Moore or 3. INTERIOR DOORS &TRI _ 0 M- 1 Prime, I finish coat semii-qlocs pnin , 4. WOOD FLOORING: sand, I coot sca!er, 2 coils oil bus polyur'ctthrinc, satin finish. 1017RA7,11C TILF 1. PATH & LAUNDRY: ceramic tile floors. 2. INSTALLATION: thinsrt- sho" walls to be sot ov(+, board,ShowerShocr bnsp to be Wo r mud over sin,,!--p!y rubber pnn. EIEMTEPCAL 1. ELECTRIC SERVICE: connect to exinfing service. 2. LIGHTING FIXTURES: as sf1!Pc!(,d by Ownfr. 3. TELEPHONE & CAPL EVISIOIN: jack locations FIS E",Avn on Drawings. 1h. I. PLUMBING tobe� Se!ectcdtyOwner; prov;1eShUt0f4.rVave.s on ill water lines at all fixtures,, shower f,,.ucpis to be 7'-G x ove floor. 2. SANITARY SYSTEM: connect to exi, sting snnifary sy._:,�,-n. 3. WATER SUPPLY: connect to existing '�,VA water supply fine conne, SC D IF W-1 N _O_T__F;_S Noiling Scliedille _T� C-5 pi, S­ of Or,FlC,,p:, f floo,arl-i,t�n" -r-P,viirl e7l f! ope-np, f,- -1,11 TW i I fkl S,arn ,prcripctfen �'t'(,rf ill, C, Scrl'on 160')1 4 All rr�r r�­k,, -A .�N, Tr,'.3 7, P'­'e:s to cuvtq g!a:P(l 7i',':"m,n R I I_'I�—I I:, In4T, wrc,r�srri-wt. 12'nic Tap w 16 Cr,O';S SECTION END VIEW CROSS SECTION 0 KI 7'114 ll,c «P',k,­(Fr 1,S 1.T­1.A' C,11 (T- W,1 12 1 Jr".(T -4 IP I ---------- ------ I 1/11 F ­7 1 7. r 3 q J F.1, 4L L-14 I'. N 1;11 11 4 e: k-';,? 12 Y,r"o v E: -To A I L e Ywc-ie_ %Ie-2,1T 0 4T 1- o r_,,6,rrA [ 4 IJQ ---------- NVAT Tft 10 P I're�,;i F 47- 'u.Y. N A NTF c, rrl'.�e Z, IV T T'"l-f- �5 ?"Exa, Yv- 4 1 e vo re- Lj Aq�,U HV/ hh vA a CJ oi rr6l '01 IN, x 4 FPA MFm .95 ADUIT ON 1 110 r-N - pp WIND I 2.42"1 1 IL" QU5 WAR FAI SIM MN STRaNc.Tm ;T 51L, 4 ALL t.iobP To w MA HWiCEIT1614) r�, G1, ro C1 each ROW &TT Lx, iod each Stud M, ALL WAL —t #9 L 10 W LFTA Conn tor tE t 4-8d each Stw r <�A WALL TQ Nm JQ,13T Stipp 20 4- I. A" W 1-1/4 xT/? I-\)L- =ch.StUd I to F) -1, 4�Od Riln-40M T� 6-8d R11100iSt VF4 OQklhPdQf Sill sl��To PjM JOIST T- I- Q) MM ­7 RH �(I A­r,�kz. X w tj 0ECKJOiST TO BEAM U) to Joist I od to Elwin a) BEAM 70,P.C.PIER L QD x iT (D Mc-l-) �All I P --- -------------- -------- 0 C14 a) 12 Ltic-T bd- F z 41, d 4% Ar 511� LL A s) "A' L:q r\j t_t-_ 14 1 0 1- C6 51,1,1 T _1;C '5'1`4 In Y-t-- F I V 0 C: j Jr-V T W) Jk) —1 C14 6 v T F KC ITT— /N&PRPAIT ia:a 1�' O A . 1 --T 7 jj ,•, ¢ ... ..__._..�, 1...,,,_...._......-�......r r .-.f, t i I .vy.....+.,-,..>r..�*• r � 1 1 { t � t I 7 _4 4- P,(�PKXV, 4-1 tj r� LLJ L=1 Z j--I Tfillit ks essdK WPA -5Fr� 1 AMENDMENT p H BALCONY 1 w OPEN TO BELOW fin un nit Q fin un un fin fin nu un uu fin T^ uu un fill V1 1111 1111 1111 O 1111 1111 1111 uu un Inl 1111 1111 1111 1111 1111 I1,1 w PROPOSED ALTERATIONS lilt lilt lilt Q 1111 1111 I111 1111 1111 1111 - 1111 1111 1111 I111 I111 II11 I111 I111 1111 I111 1111 ilil 1111 1111 1111 1111 1111 1111 liltlilt "" lilt BEDROOM fill fill f111 lilt RAILING "" lilt uu un fin Ilfl I111 1111 r —1 I111 r ,I111 1111 r CH lilt lilt fill nu nu fin I I I;;;; LOFT ;;;;I I w 1111 Ilfl I111 II II11 I II111 I1111 I SMOKE CHAMBER lilt lilt lilt nu un nil (� CHIMNEY L J,,,, L. J L. J �Dz ✓' uu nu fin O lilt fill lilt ® a 3 nu fin nu r uu fin fin fin n fill RAILING BOOK SHELVESlilt of 1 ------ -------- --- --- ------- -- - - ----------- --- ATTIC 1 ' — — — — — — — — — — — — — — — — — — — — — — — — r WALK-IN r — — n r — — -1 BATHROOMI I CLOSET I I 1 I I I I ATTIC ------------ I 1 1 1 O c-I 1-4 M 4 t+ O n x0 r�-1 •�r +�+ EXISTING 2ND FLOOR PLAN Cc ° a � SCALE: 1/4" = V-0" w va+° 5 v rn V cc vein N � W E=m( F-1 W d , — - — - — - — - — lilt 'V 11-100 , , I Y 1, � 1 1 1 1 1 t — 1 1 �` A . DRAWN: �: SCALE: c�• �;� JOB#: 9/19/2024 �- SHEET NUMBER: EXISTING CROSS SECTION SCALE: 1/4" = V-0" A-1 Z BALCONY W t� OPEN TO BELOW nn nn ten nli nn nl, nil nN nl, nu NN NN nN ,III nu O ten INI nN nu Nn nn ^ - N,I NN Nn u,l O nN NN u,i N,I nn INI MASON TO EVALUATE THE SMOKE CHAMBER CHIMNEY CUT DOWN SLOPED CHIMNEY TO UNDER FLOOR(TBD) INI I,I, P1 FRAME OUT OPENING AND SUBFLOOR OVER. tellnu nn IIII ten nu NN tell INI uu Ilu tell nu u,l ten uu CW23 CW23 "" "" "" BEDROOM EX.EGRESS EX.EGRES - — - — - m, nN wl 11' RAILING "II INI nN ten EX. 2 7-1/4 LVL HDR EX. 2 7-1/4 LVL O O CH NI, Nn Ni, tell I I ten tell ten FTC FRAME WALL TO LOFT CLOSE SPACE OFF PAD EX. X6 RRs DOWN I "" "" "" ` I ten nil ten FOR INSULATION AS REQ. ----t I I I I I i--1 (� O I I� n,l I11, nN C) �� tell nu tell = L --lun L Jnn uNI— J O 100 INI NN NI, rul1�. ��J N I111 IIII IIII ® �-1 i� :� _ 1^ I I11 IIII III I F (�I II11 I111 I111 • r� @ L I I" nl n ten ILING ►-� ~¢ DEN STUDIO ��� BOOKSHELVES ;;;; ,,,, «_�- , � ;� EXISTING ATTIC DOOR TO BE �.______ -------_ --- --- ------- _;_----_--_ +-- (� X N REMOVED.OPENING TO BE z N ENLARGED TO 4'-0"+/-X 6'-9" I I I DBL RR ' r , WALK-IN ; Q r — — n aI ==I� r — — -1 BATHROOMI I CLOSET ce IM I I�EQ 0�1 I' EQ I I ATTIC L — ------------ I 1 CD INSULATE WALL APPLY 1/2"SHTG RE-FRAME KNEEWALL ON ATTIC SIDE 1/2"DRYWALL m p ADD PLATE UNDER RAFTERS INSTALL NEW SKYLIGHT ON NEW CONDITIONED WITH WALL STUDS TO BE TO MATCH EXISTING SPACE,SPLACKLE,AND PAINT X v LINED UP ATKEACHRAFTER PROPOSED 2ND FLOOR PLAN O cn ADD BLOCKING BETWEEN EXISTING LOOR JOISTS UNDER ATTIC SCALE: 1/41t = 1 I-011 1 va 3 `�' X O REPAIR UBFLLOOR AS REQUIRED Ilia JIV4 11/1 O } Z(CREATE 2'W ACCESS DOOR) SINK -d V W.. Ln Ql 0 °° V Generated by REScheck-Web Software z I114 3 -x Compliance Certificate � U) _ N 113- '2w3 Project LEWIS SLOPE'1/4"PER FOOT FAI. '4 PITCH TO DRAIN Energy Code: 2018 IECC Location: Southold,New York Construction Type: Single-family (" Project Type: Alteration a W Climate Zone: 4 (5572 HDD) aC.I. SEPTIC fVTfEM Permit Date: roAraovm ' Q' Permit Number: TRAP HOUSE Fy V All Electric false _ O Is Renewable false � PLUMBING SCHEMATIC Has Charger false (n Has Battery: Has Heat Wimp: false SCALE: NOT TO SCALE - TRIM EXISTING RIDGE -_ EDGE AS NECESSARY ���iii N INSTALL Construction Site: Owner/Agent: Designer/Contractor. AT EACH SIDE SDS FASTENERS DE(TYPICAL) 330 MAPLE LANE MATTITUCK EXISTING COLLAR TIES TO BE REMOVED INSTALL DBL 2X6 JOISTS(RAFTER INBETWEEN Ii;,,J lil qi dj :s _(JJp t.A.ip# �13 ;uu.as Yap i — PAD 2X6FOR INS DOWN EACH TOGETHER. ADJUST VERIFY RAFTERS REQUIRED). LINE UP D).AT 1 1 3/4'FOR INSULATION (7�-7 Eq F TO BOTTOM OF JJOISTS)DEDI-- U ) AT 16'OC V x Slab-on-grade tradeoffs are no longer considered in the UA or performance compllance path in REScheck.Each slab-on-grade EGRESS assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. WINDOW 4'WIDE OPENING F, RE-FRAME KNEEWALL •INSULATE AND SHEETROCK ADD PLATE UNDER RAFTERS IN NEW CONDITIONED SPACE Envelope Assemblies WITH WALL STUDS TO BE (AFTER ELECTRICAL AND HVAC = LINED UP AT EACH RAFTER IS INSTALLED) »-•' INFlatl n.......or�7 49.0 0.0 0.026 0.0 FLATCEIL CEILING: Cei g Scissor Truss 1 6 — �Y • 26 3 `. 3y �� FINISHED FLOOR s ' TO MATCH EXISTING A SLOPED CEILING:Cathedral Ceiling 246 49.0 0.0 0.022 0.026 5 6 Skylight:Wood Frame ( '¢ SHGC:0.40 29 0.300 0.550 9 16 Wall:Wood Frame,16"o.c. 400 20.0 0.0 0.059 0.060 22 22 I INSTALL BLOCKING .r _�• CASEMENT!AWNING:Wood Frame BETWEEN EX.JOISTS ! DRAWN: 33 0 SHGC:0.34 .270 0.320 9 11 (CONDITIONED SPACE BELOW) I AS NEEDED REPLACE BFLOOR * " -" SCALE „� Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other JOB#: calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in �/� REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. .` �)), - 9/19/2024 I `s��"a Q1F CZ SHEET NUMBER: Name-Title Signature Dale PROPOSED CROSS SECTION Project Title:LEWIS Report date: 09/05/24 SCALE: 1/4" = V-0" A-2 Fn Z 0 H NAILING SCHEDULE PLAN CONTENTS: 9 GENERAL NOTES WIND FRAMING NOTES � 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES l When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHTS EIGHT (SEE PLANS) S TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL Q.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PEP.TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WF.-M-SBC LAP NAIL DESIGN DEAD LOAD(O R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:t2 PITCH l/180 p p p P CEILING JOIST LAPS AS PEP,TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME STEEL WALLS 14 (NO FINISHED CEILING) O OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 /1 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 1 -4 meets current federal,state,countyand local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 O EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER WF�M-SBC END NAIL CEILINGS(PLASTER,STUCCO) l/360 / should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER CONCRETE WALLS(6"THICK) Bs 2-8 END NAIL SIP WALLS to d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 F^.L�^ . 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 F+� (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES so EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE W or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with Sd common nails at 6"D.C.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS- Z 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7'o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION O Q' 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W W 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: �j W Z FOUNDATION NOTES' Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1)-The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7)-INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH ~ Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES (M SPACING 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO PER TOE TO HEAVY MODERATE - concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONSAROUNDExTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Arty new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar, long at 12"o.c.. ..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE o Unless otherwise noted,all slabs on grade to be ire h r Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 >;r P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Sd COMMON 6"O.C. d COMMON 12"O.C. (BOTH FIELDS) p ty 3-16d COMMON @ C° NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 : 6),Crawl spaces to at provided with r minimum.of ar"access opening.Instal!one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. � PER TOE NOTES JOIST ON LEDGER c+ 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3.8d COMMO 4 (1) TO BEAM JOIST NAIL q THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. m Q N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON01, rn d v g p p g g g TO J015T JOIST NAIL t\ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, X _ 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O m P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 CO Q` . Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. X O For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. C r () 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shal(be 3 ft. QTY. SPACING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For p a� : the nail spacing shall be reduced to 3 inches o.c. 49 42<G<0 8 framing members with 0. . , below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders- STRUCTURAL PANEL 8d AS PER TABLE 3. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC O s. Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Deck joists to have blocking at 8'0 o.c.. (ti U n CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 41 SHEATHING LOCATION 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES E 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Lr) U m otherwise. JOINT DESCRIPTION C U) Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) It M 4'EDGE ZONE 8d COMMON @ 6"O. Bd COMMON @ 12"O.C. 00 �Q where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD N y 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS I Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. Bd COMMON @ 12"O.C. SEE NOTE:3 O W 4 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable- QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams/headers to be installed with heavydu alvinized hangers and ) tyP g 8d COMMON1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W duty g g PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE be used. E-d QI 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with U U Floors to have ceramic tile installed shall be verified for proper load capacity unless note Construction Code- GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD 10"O.0.FIELD � 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• ty P system g ty pFLOOR SHEATHING: � other access openings unless otherwise noted(typical). QI, 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL �k JOINT DESCRIPTION 1.PROVIDE 5 TYPE-X SHEETROCK FIRE STOPPING AT 1 ' MAXIMUMDISTANCES 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and Secure the structure-Verify with the QTY- SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TR PLE PROTECTIVE COATING FOR CONTACTEWITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR- I" N HVAC SYSTEM NOTES OR LESS Sd COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) d 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Y Y q 1).In concealed spaces of stud walls and partitions,inducting furred spaces,at the ceiling and Floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 U).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloddng in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel ec'ge.If wall sheathing SOIL COMPACTION: usingparallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12).Unless otherwise noted use 3/4"thick T&G PITS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. yy ELECTRICAL NOTES shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. z adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. spaces 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM o 698 AND ASTM D tss>). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESS10NAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 ,r, �Gg) torch down type material over. and R315 of IRC- =S�' w �A DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G #r be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. OR APPROVED EQUAL INSTALL WTTH CAP W. _ SCALE: AND BASES.USE WITH FLASHING CAPS TOCOVER TOP ° * '1 JOB#: 1t 9/19/2024 -'' SHEET NUMBER: �...... ,.,.,� A- 3