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HomeMy WebLinkAbout29346-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30192 Date: 05/13/04 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 125 COVE CIR GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 49 Block 1 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2003 pursuant to which Building Permit No. 29346-Z dated APRIL 30, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is BATHROOM ADDITION, COVERED PORCH WITH RAMP ADDITION, AND ENCLOSE AN EXISTING PORCH ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EARL A LOOMIS JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1173764 12/22/03 PLUMBERS CERTIFICATION DATED 05/11/04 ROBERT VAN ETTEN ;/thofzedAignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29346 Z Date APRIL 30, 2003 Permission is hereby granted to: EARL LOOMIS JR PO BOX 697 GREENPORT,NY 11944 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 125 COVE CIR GREENPORT County Tax Map No. 473889 Section 049 Block 0001 Lot No. 018 pursuant to application dated APRIL 17, 2003 and approved by the Building Inspector to expire on OCTOBER 30, 2004 . - Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 iT TOWN OF SOUTHOLD v BUILDING DEPARTMENT f -` TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OC Ali it F S,- This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,,dditions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. S7>>�a`f New Construction: Old or Pre-existing Building:_ (check one) Location of Property: 1 Q S Cove cac9v_ C HS House No. Street Hamlet Owner or Owners of Property: &A4 A. Loovvwo Suffolk County Tax Map No 1000, Section 6N q Block O00 ( Lot O 1$ 473 987 Subdivision CaQ e_larbc Filed Map. Lot: Permit No. 0 3 4� z Date of Permit. q" 30 QW3 Applicant: Eo.AQ Vt. Loc vy" Health Dept.Approval: Underwriters Approval:Jl An oar% BneokS Elec=hC. Planning Board Approval: Request for: Temporary Certificate Final Certificate: � ' (check one) Fee Submitted: $ ods•00 0 < b © Applicant Signature �$uFFOLt Town Ha $6695 49R a � � Fax(631)765-9502 P. . ) 01179 Telephone(631)765-1802 Southold,N w Y Tc11971=09$� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Wiau Building Permit No. Owner: (Please print), / Plumber: l� -rease print) l l: I certify that the solder used Zthe water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 200 Notary Public, 5'v-'-County own).OWAN Nem�'& NA 0100609W%SWO TOM J*1,l@; BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� CERTIFIES THAT 5 5 �. CSJ Upon the application of upon premises owned by 5 S . 5 SBRIAN BROOKS ELEC. INC. EARL LOOMIS CSJ BOX 1001, 455 BEEBE DR. 125 COVE CIRCLE 5 CUTCHOGUE, NY 11935, GREENPORT, NY 11944 Located at 125 COVE CIRCLE GREENPORT, NY 11944 Application Number: 1173764 Certificate Number: 1-173764 5 5 Section: Block: Lot: Building Permit: BDC: NS37 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: 5 First Floor,Outside, was inspected in accord ce with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 22nd Day of December,2003. 5 Name QTY Rate Ratine Circuit Type Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 1 0 Smoke Appliances and Accessories Hydro Massage Tub,Residential 1 0 F.H.P. Exhaust Fan 1 0 Wiring and Devices e Receptacle 12 0 General Purpose X77 Switch 6 0 General Purpose Fixture 20 0 Incandescent Dimmers 5 0 Paddle Fan 2 0 Receptacle 4 0 GFCI seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc®earthlink.net Bohemia, New York 11716 631-563-4800 FAx 631-563-4807 Web: www.wardpc.net 09 September 2, 2003 Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Damon Rallis, Plans Examiner Re: Loomis Residence Addition Greenport, N. Y. SCTM 1000-49-1-18 Dear Mr. Rallis: We have enclosed a set of revisions to the above captioned project for your files. The field changes made pertain to the construction of additional foundation support along the interface with the residence in order to reinforce the existing stone foundation and the provision of additional angle ties and continuous plywood in lieu of portal fasteners at the header openings. We have also included photographs provided by the contractor showing the additional strapping provided at the site including galvanized angles at the header locations and plywood configurations eliminating butt joints at the end of each header opening. The builder will be contacting your office for an inspection and requested that we send these changes through prior to the inspection. A prior change to the floor framing utilizing micro-lam beams in lieu of nominal wood framing was sent in a previous letter. Please let us know if you require any additional information or if you have any questions. cerely, W ERED ARC, T M. F're awrence M. ley, R.A. 3 F:Imf ' Enc. S� 15589 + qTF OF NO �C� Permit Number REScheck Compliance Certificate Checked By/Due New York State Energy Conservation Construction Code RESdwckSoftware Version 3.5 Release Ib Data filename:C:\Program Fi1es\Check\REScheck\LO0MiS.rek COUNTY; Suffolk. STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Ekx1 is DATE:04/29/03 DATE OF PLANS:3-22-03 PROJECT DWORMATION: Loomis Residence Porch Greenport,N.Y. COMPANY INFORMATION: Ward Associates,P.C. COMPLIANCE:Passes Maximum UA=28 Your Home UA=20 28.6°/9 Better Than Code(UA) Gross G1 Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 73 30.0 0.0 3 Wall 1:Wood Frame, 16"o.c. 165 19.0 0.0 8 Window:C135:Wood Frame,Double Pane with Low-E 14 0.330 4 Door.BATH: Solid 20 0.140 3 Floor 1:Alt-Wood]oist/Trvss,Over Unconditioned Space 73 30,0 0.0 2 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Cooservadun Construction Code requirements, When a Registered Desigp Profiessonal has stamped and signed this page,they a attesting that to the best of his/her knowledge,belief:,and professional judgment,such plans or specifications are in fiance with"Code. Burtder/Desrgrer Date 4-0S FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE bVoftt Read tyre inatrtldiorla on pftn 1.7. SECTION A-PROPERTY OWNER NFORMATION Farinek anoeCasperry urs BUILDING OWNER'S NAME Pdlcy , Ead A Loomis BUILDING STREET ADDRESS(Including Apt,unit,Suite,andlar Bk1g.Na)OR P.O.ROUTE AND BOX NO. Company NAIC'Wnbw 125 Coe Ckde CRY STATE ZIP CODE GreerpW NY 11944 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Lepel Descripbm,etc.) 1000.49-01-18 BLA DMIG USE(ag.,ReaidarMial,Nm vsk erriiei,Addition,Amway,ex. Use a Comments gree,8 necessary.) Res' 011 LA ITUDE(OPTIONAL) HORIZONTAL DATUM: GPS(Type): ##.#' or ftffftf) ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Meg ❑0dw.. SECTION B-FLOOD NNURANCE RATE MAP 1")NI W1111ATION 81.NFIP NAME&COMMUNRY MAW BECOWWR B&ISTATE Town of Sat" 380813 Stdr* New York 84 MAPAND PMIS. 85 87.fRA PANEL B9.ME FLOOD A NUMBER W.FIRM INDEX DATE EFFECTNEIREIIIS®DATE W.FLOOD ZONES) (Lore AO,use dspin of lookup) 3810300176 G 05104196 X 8AE 8.8 810.1 ir Ne the soww dt o Base Fbod Elevalon(BFE)data orbaseflood depth a is ad In 89. ❑FIS,ProBe I@ FIRM ❑Cm=*own,* ❑Olter(Oesafty 811.lydcde the elevalm ddn used for the BFE In W.❑NGVD 1929 ❑MVD 1968 ❑Ofrer(Describe): 612 Is the bttiditp bated in a Coastal BsrrforResarroes 3tralem )areaaOtterwies Protsciwed Asea tOPA Yes ®No Desf�ta m Deis ,�� i�rrise Pmb d Arse a SECTION C-BULDNIG ELEVATION W ORMATION(SURVEY C1.&dit elevations are based on:❑Cambuction Drarrige* ❑Bd tg Under Cana cW ®Maim!Carebtrcim *Anew Elwdm CedNlcatevA bemq*W when cmd tdm dt ie bAft bon ipishe C2•UftUMM MWdW2(metre bdl*Vdq=ftl0d Nrbthe Wk iigforwft ttfs c tificale is being jilds -see pages6 and 7, tno dMglam acarrataly t uptesetttithe bull ft provide a sketch or plioiopaph) C3.Etevatlons–Zan AI-M,AE,AH,A(wb BFE),VE,V1-V30,V 00 BFE),AR,ARIA,ARIAE,ARM-",AR/AH,ARIAO Camplate Mems C3.-s4 blow a000rdrig b the b A tg diagram spedBed in Mem C2 Stale tie dadm used.Kthe dd nt is cosi r#fiom fie datum used forfte BFE n Section B,oonved the dok n b fltat used for the BFE.Show Add meastsemerds and dahrm conversion cab Om- Use the space provided orae Cormiertts area of Section D orSetaiort G,as appropriate,b dooumertthe da1W carvers m Datum Elwdm reference mark used,KDoes the elevalion,dam oe mark used appear on fie FIRM? ❑Yes ®No r o a)Top d bdDm floor(ndu ft besernerit or endostae) 5. WL(m) 1 Oar,1.Marto �P,f o b)Tcp d►tend higberfloa JZ.LIN '° o c)Botbm dbwed lrortmrttal abtrctirral member(Vzones o*) o cQAftadmigerage ftofslab) _ (m) e g o e)Lawest devallm d nia li my and br equprnent servi ft the ImA tp(Dam to in a Ca wwb area) �• ft(m) , �y �°• a o e`s o t)Lowadm4eoertt(uilet*gmde(LAG) A-if•(m) Z o g)Hitied 4aoertt(fl WmM grade PAG) iQ. LIM o h)ND.d permanent opertirigs(Ibod vents)wNtm 1 iL above adjacent grade o )Total area of all pennarient openings(flood vents)in C3.h sq.in.(sq.cn) SECTION D-SURVEYOR,ENGNNER,OR ARCMYECT CERTFICAT10N This certflea6m Is to be signed and select by a land stuveyor,engineer,or xd t d authorized by taw to cavity elevator itformaton. I ow*the the krformabon In Sedioas A,8,and C on this carMoste megwwb my beef olb fs to Interpret the data avar7". I urdardw d that any Use statement may be prrushft by foe or kydmvm d under 18 U S Code,Section 1001 CERTIFIERS NAME John T.Metzger LICENSE NUMBER 48618 TTTLEPrsWW COMPANY NAIL Peoonic Stxveyms, P.C. ADDRESS CITY STATE ZIP CODE P.O.Baa ON Souv old NY 11971 SKWATUFE DATE TELEPHONE 04/18103 (831)786.6020 Permit Number REScheck Compliance Certificate Checked By/Daft New York State Energy Conservation Construction Code REScheckSoftwam Version 3.5 Release lb Data filename:C:\Program Files\Check\REScheck\LOOMIS.rck COUNTY; Suffolk. STATE:New York, HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Fancily HEATING TYPE:Non-Electric DATE: 04/29/03 DATE OF PLANS: 3-22-03 PROJECT INFORMATION: Loomis Residence Porch Greenport,N.Y. COMPANY INFORMATION: Ward Associates,P.C. COMPLIANCE:Passes Maximum UA=28 Your Homo UA=20 28.60/9 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 73 30.0 0.0 3 Wall l:Wood Frame, 16"o.c. 165 19.0 0.0 8 Window: C135:Wood Frame,Double Pane with Low-E 14 0.330 4 Door:BATH: Solid 20 0.140 3 Floor 1:All-Wood JohwTnm,Over Unconditioned Space 73 30.0 0.0 2 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to med the New York State Encw Conservadon Coostrucom Code requkewaota Wben a Regi wvd Design Professimal has stamped and signed this page.they a attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in Dance with Code. Builder/Designer Date_, •O 165-19u BUILDING DEPT. SPECTION [ 4T. OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY KS. i f -7 /DATE INSPECTOR IF C3 kic-7.0 BUILDING uWr. INSPECTION [ ] F DATION iST [ ] ROUGH PLBO. [ FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ I FINAL [ J FIRBP CHIMNEY 00, REIMAR z2 I I DATE L 6 � INSIrW ILDINCI DEM. 'INSPE NSPE FOUNDA IST • • DATION 2ND INSULATION ING FRAMING FINAL ;& REMARKS ;CHIMNEY i 0,6e�- D - INSP � �� I M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL [ ] FOUNDATION 2ND TION [ ] FRAMING [ ] FINAL [ ] FIREP CE CHIMNEY REMARK . I f. .d o DATE INSPECI i 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:--42e: cat DATE INSPECTOR ALi i um 01 Q f y Wks)J�I 1(0 Z# 1 FOUNDATION(IM FOUNDDATION(2M) oil • 1 �� �` �!/%J?% Pill Ind 1 STATE :�R ®I ISUAKU VL' [MfL61U . .. . . . . ... .. . FORK NO. 1 3 SETS OF PLANS . ... . . . ... .. TOWN OF SOUTHOLD SURVEY ......... ... .. BUILDING DEPARTMENT CHECK . ... ......... . .. ....... TOWN HALL SEPTIC FORM .. ..... . . ...... . ... SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL .-T .... ...�.. Fxamined..........T.� 194 MAIL TO:........ .... .. .. . . . . Approved..........�`L. �., 19.53 Permit No. . -;2C! 3 ....i ........ Disapproved .a/c .................................. ................ n/o w..................... (building Inspector) 17 APPLICATION FOR BUILDING PERMIT Date.. ..... ..... .. ... 19. . . . INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and. submitted to the building Inspector wi 3 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 giving a detailed descriptio[ of layout of property mist be drawn on the diagram uhich is part of this application. 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 permit shall be kept on the premises available for inspection throng=t the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MATE to the Building Department for the issuance of a building Permit pursuant to the Building Zone Ord:• + 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. Zine applicant agrees to comply with all applicable laws, ordinances, building code, bowing code, and regulations, and to,admit authorized inspectors on premises and in building for necessary inspections. ..................................................... (Signature of applicant, or name, if a corporation) P.O. Box 697, Greenport, NY 11944 .•.••(Mailing•address.of applicant).............. . State whether applicant is owner, lessee, agent, architect, engineer,*general contractor, electrician, plumber or builder Owner ........................................................................................................................ QW; MM Earl A. Loomis, Jr. Name of owner of premises ............................................................................................. (as on the tax roll or latest deed) l� If applicant is a corporation, signature of duly authorized officer. .............................. ................. .................. (Name and title ofcorporateofficer)- Builders License No. A A W.—.4I---_....._.. Plumbers.License No. Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done.... residence o. Pies Cove, Town .. Southold .................................. .CQ.e..0stko................................... ..eenf,oAt. ......... Ham Number Street et County Tame Mai No. 1000 Section ....49..... Block ......1........ Int .....:�8.. .... ........ Subdivision .... Cove Park( ....... ........... Filed Map.No. ...•............ Lot ............... ............ . 2. State ehdsting use and occupancy of premises and intended use and ocxunaocy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use andSingle.Family.Resideuce .-.-.----.- y ...... . .. ..... ......................... Nature Of w0rkft(dvck Which applicable): View Building .......... Addition ...x..... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work ............... ...... (Description) Estimated Cost ....17 5;000 fee ..... . . ............. ..... (to be paid on filing this application) If dwelling, number of dwelling units ..9e.... tUrber of dwelling emits on each floor ...N/A__. Ifgarage, mmber.of cera ....... N.. .......................... If business, commercial or adiced occupsncy, specify nature and extent of each type of use.....N�A...... Dimensions of existing structures, if any: Front..47_ f t:....... Fear. ...47.ft. .... Depth ..62_t..f t. Height ...�5. i.•.X............ amber of Stories ........two . 21..... Dinensions of same structure with alterations or additions: Front ............... Rear ............... Depth .....b2._.k't...... Heigbt ..25.2t..t......... tJurtber of Stories ....two . ?�... Diuensions of entire new eoostruction: Front ......NM...... Fear ............... Depth .............. Height ......................... Number of Stories ..................... Size of lot: Ptont ....:.... ... Ft:.. Fear ... 102.50... ..... Depth ._. 315: Ft.......(Ma .) 0. Date of Purchase ..................... P m of For Former Owner ,;Thurston � Jacqueline,Gaines .................. ...... 1. ?one or use district in Which premises are situated ........Residential Wh ......................................... No 2. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 3. Will lot be regraded ...N°.............. Will excess fill be removed from premises: % YES no 4. Names of Owner of premises .. E:.Loomis,Jr. .. Address .P:0:_Box.697, Greenport Phone No. 477-2512 Name of Architect . Ward Associates.. P.C.•..__..., gess 1500.LakelandiAve:BohemisP� No. 563-4800..._ Name of Contractor ................................... Address ...............................Phone No. .............. 5. Is this property within 300 feet of a tidal Wetland? ' * YES ...R...... N0 ......... *IF us, 80f nna qa Z11 MM PMMT M&T IE wpm. (Property is bulkheaded) nOT_DIAGRAM Locate clearly and distinctly all buildings, Whether existing or proposed, and indicate all set-flack dimensions it m property lines. Give street and block Luber or description according to deed, and show street names and indicate tether interior.or corner lot. Uf �: I g Mg z . 1 zk, { 14 a ` " aAf Q MAIr vC NIi YUtK XlI ry UE ..... u o.� ....... SS EarlA. Loomis Jr ..........................................................being duly sworn, deposes and says that he is the applicant ;Mane of individual signing contract) above named, le is the ...... Owner ......---***- e... ....... ............................ ..................................... (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 spplication are true to the best of his knowledge and belief; and that the Work wilt be performed in the manner set forth in the application filed therewith. Sworn to before me this .........l: ".'.:...way o zom3 .19.... . Notary Public .... .. .... ....... ... ..... ,. .... : ROBERT 1.S JR. (Signature of Applicant) Earl A. Loomis, Jr. Notary Public.S of New York Qualified i uffolk County No.01SC472508 Term Expires May 31, FEDERAL EMERGENCY MAMA G IM AGENCY O.M.B. No. 3W7-0077 NATIONAL.FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE imp~ Read to instuctNorat:on pW 1.7. SECTION A-PROPERTY OYYNER INFORMATION For ireusnoeW"y Use BUILDING OWNER'S NAME Poky Number Earl A. Loomis BUILDING STREET ADDRESS(Indicting Apt.,Unit,Suite,"or Bldg.Na)OR P.O.ROUTE AND BOX NO. CwWM MAIC Number 125 Cove Circle CITY STATE ZIP CODE Gimpoi NY 11944 PROPERTY DESCRIPTION(Ld and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-49-01-18 BUILDING USE(e g.,Residenliai,Nan-residerft,Addilim,Acoessay,etc. Use a Can merb area,N neoessary.) Resldertiel LAT ITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS(Type): (AV-AW-##.W or ilgtm dqM IqK') ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Ot er: SECTION B•ROOD INSURANCE RATE MAP(l`IItM)WORMATION 81.WIP COMMUNITY NAME&COMMUNITY NUMBER B2 COU NAME B3. A Town d SouBrolld 360613 _T St" New York B4.MAP AND PANEL 85.SUFFIX B7.WIRM PANEL B9.BASE FLOOD8"ATIONP NUMBER 86.FIRM INDEX DATE EFFECTNEIREVISED DATE 88.FLOOD ZONE(S) (Zane A0,use depth of floodtip) 36103CO176 G 05104198 X&4E 8.8 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth ea Is n in B9. ❑FIS Profile ®FIRM ❑Comm*Detarnined ❑Other(Describe): 811.1 'rp'p the elevation datum used for the BFE in W.❑NGVD 19M ❑NAVD 1988 ❑Other(Desaibe): B12.Is the buil fig located in a Coastal Barrier Pbsources System(CBRS)area or Otrerwise Prolecled Area(OPA)?[]Yes ®No Desigrreliorh Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY�) C1.Building elevations am based on:❑Constradm Drawitgs* ❑Binding Ueda'Construction• ®Famished Cation 'A new Elevation Certificate wN be mq*W when construction of the hilift is C2 Buldng Diagram Number 2(Select the bulking diagram most sirnnar D the building forwhich this certificate is being carnpleted-see pages 6 and 7. K no diagram scam*represeents the binding,provide a sketch ar plrobgraph.) C3.Elevations—Zones Al AM,AE,AH,A(with BFE),VE,V1430,V W BFE),AR AWA,ARIAE,AWAIAM,AWAH,AR/AO Complete Items C3.•,a4 below aoc Rft ip the bundang diagram specilied in Item C2 Stuse are dash used.9 the datmm is Merertt from the datum used for ft BFE in Section B,amert the datum to that used for the BFE.Show flak!meastumments and dalum conversion calculation. Use the Space povided or tie Comments area of Section D or Section G,as appropriate,to document the datum oortversior. Dan ��.rjj Elevation refenenoe mark used,KDoes the elevation reference mark used appearon the FIRM? ❑Yes ®No o a)Tap of boltom floor Oiclu irg baserneot or enc Josue) 5. WL(m) o b)Tap of need Ngherfloor 11.LfL(m) o c)Bottom of lowest horttntal structxal member(V tries only) _ ft(m) �r F 4;�:i D o d)Attacwgarage(topofslab) o e)Lowest slevalim of madainay"or sW merit W 5 p servicing the build'eh9(Describe in a Comments area) i•Ift(m) Eib . °• o Q f� �(LAG) A.it(m) Z �� A N 0 9I grade(HAG) 1Q• LfL(m) o h)No.of pemmanent openings(flood vats)within 1 it above adjacent grade 3 o )Total area of an permanent openings(flood vents)in C3.h sq.in.(sq.on) �— SECTION D-SURVEYOR,ENGINEER,OR ARCHREC'T CERTIFICATION This cerlificaton is to be signet!and sealed by a land surveyor,engineer,or architect authorized by law to ce*eleVWW information. I oer*Brat ft kftmadon In Sections A,8,arid C on Ws cerflficats represents my best ellbift to interpret die data available. I wxWstW drat any false statement may be punishable by fine or knpdsonmsnt under 18 U.&Code,Section 10(!1. CERTIFIERS NAME John T.Metzger' LICENSE NUMBER 49818 TITLEPresident COMPANY NAME Psoonic Surveyor, P.C. ADDRESS CITY STATE ZIP CODE P.O.Baa ON SoWald NY 11971 SIGNATURE DATE TELEPHONE 04/16103 (631)7865020 i f' .:�> �•Vis`` - w,�`.. -. 4. _ � I E 4 1 , s A i.. { KOHLER PRECEDENCE • PRIVATE ROAD K-1356141 WIHIRLPOOL (WEST OF CLARK ST.) TUB WITH DOOR INSTALL BASE FITTINGS AS SELECTED, CABINET AND TOP 9OAp3 EXISTING DEN WITH DOOR 4 SSTILE COVERED L S 83' 03' 10" BULKHEAD Sha. 92 y01t0 SW G ��SEG� , BULKHEAD &'' ABOVE FOR STORAGE.ELVES TUP LEVEL. REMOVE EXISTING EXISTING LIVING ROOM TO GyA ST N WINDOW GLAZING AND 2 REPLACE WITH 5'•9" I'-b" 9"GLAZING LINE OF ROOF 1 OR INSTTALLLOBSCURE OVERHANG WINDOW FILM TO A50VE PROPOSED 1 EXISTING GLAZING. (4)1x4UIA - - - RAMP AND 0'-�"'/• RAILING - EX. SL. GL. DR EX. SL.GL. DR x 0 F a+ W 35'•6" ./- ���' �^.i .--. Car, O F :o 1'-5�" 4'-11j" 4'•111" 4'-118" �P/L NEW SUMMER BAT TILE ON I L GPI -4, B ICABINET (HEAT D) INSULATED FIBERGLASS PROPOSED a 'WITH OP AS -`" DOOR W/ 'V PORCH Z -v SELECTED. : WEATHERSTRIPPING ALL ' DEAFENED 1ING. 55 ur,'I AND ( DROP-IN 'GFS I AROUND O O FRA O �* 11 BATHRROM - EXIST 2 �" JLAI �/_ ]EN 9 F 1 ADDITION ryN STY FR I 0 0 0 0 0 ® �� ENCLOSED PORCH (UNHEATED) -i O = u, xI DWLG. { C Cl 5 WP - / / O - �e1. .12.85I 0 I U -v tREX RAMP (1:12 5L0 E) 0 O _ G I U p O ORCHm' S MOVE AND REGONSTRUGT O 0 �9 Z .9 D Y•8g" � I TING PORCH WITH NEW O x - p 2�NCLOSE l 0 0 0 0 C MINI WINDOWS, TILE FLOOR " `4 X 1p EXISTING •`•' I ,-+ '^`r N' `L� i.-^-'^ ^ Nll �0 ut AND FIBERGLASS 3/4 COLUMNS, M / PORCH 0 .��.�. `2 MOPE PORCH B Z O ETC. nO - B '0 O- - / -1 GENERAL NOTES 4'•T n-L. - � CWI55 " N1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE y O % ,2)I2XIC INSUL HDR (2) 2X10 INSUL HDR (2) 2X10 INSUL HDR. n 5001: SITE PRIOR TO COMMENCING CONSTRUCTION. = x10 OF 12 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED CWI55-3 CWI55-3 t° CWI55-3 N. - G\5-c€ Eu - / PARCEL ONE Ah DIMENSIONS. 61 DN. - - - - _ - - - - _ - - - ��, N \R� 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE / ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, THE 10" DIA. FIBERGLASS b'-IIJ�" " 6'-II " b'-IIJ�" TREX PECKING e NATIONAL ELECTRIC CODE AND THOSE OF THE LOCAL JURISTICTION, COLUMNS WITH Ib 1'- 1'• " b ON CCA `V / CAPITAL AND BASEFRAMING. �m1 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING BERGL CAPACITY OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A TYP. FIBERGLASS MINIMUM COVER OF 3 FEET BELOW GRADE. s 1, RAILING SYSTEM, rqT 5589 F;F� :ry \ --TOP OF BANK 5. STRUCTURAL LUMBER SHALL BE DOUG. FIR g1, Fb = 1000 pal. (base) 9" I'-6" 5'-10'" 6'-6�y" 8'•5 " _. �_-5 " 6'•0" I'-6° 9" TYP. Fop NEW 4a/ _ \ E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIR#2 WITH Fb \ / = 850 psi, (base), E = 1,300,000 psi. NOTE: INSTALL SIM?SON NOTE: INSTALL SIMP50N �S Or 6. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED NOTE: INSTALL 51MPSON \ \ s coNetq,criaa cuaNaE s-a-m3 e• Q, / STRONG-TIE LSTA36 STRAP TIES / STRONG-TIE 1212Hi AT EACH 1 STRONG-TIE PB544A 63` 59h AND ERECTED IN ACCORDANCE WITH THE AISC. 4" FROM CORNERS AND AT INTERMEDIATE HEADER AND \\ BASE AND LCI POST 0 coos Tn crloN coo rE s-s-m3 7 NOTED OALL �HERWISE ERS SHALL ON THEUPPORTED DRAWING5.N 4x4 POSTS MIN. UNLESS EACH WALL STUD TYP. 1212HL AT EACH HEADER END GAP UNITS AT EACH BLDG.DEPT.ccrmsNre .1-Im-m3 D LAP WITH UNJOINTED PLYU100D CORNER COLUMN. 8. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND ���/�'�"-'�i�^�� 41'•9d' AT CORNERS TYP. INSTALL H5 HANGER FOR ROOF OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING ADJ. HEADER. PARALLEL TO SAME. ���-^ �- WARD ASSOCIATES SITE AREA: 33,1 S.F. -�_,'�-�vQ, BUILDING AREA: 1511 5F. (EXIST) 9. ALL HEADERS LESS THAN 5'-G" SPAN SHALL BE (2) 2x10 5+ 612 S.F. (NEW - UNLESS NOTED OTHERWISE. �I 11 p 7T p T1 1T LandSCape Architects, INCLUDING DECKS) 10. PROVIDE SOLID OR 5/4' x 3" CROSS BRIDGING AT 8'-0" MAX. I llD �� Iln FllT ll x1.11 IId llt Ld QD ID Ila IID IId E`� 1�T Architects, Engineers TOTAL: 2158 SF, 11. PROVIDE GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL I " C O LOT COVERAGE: .065 OR II CONNECTIONS AND H3 HURRICANE TIES AT TOP PLATE TO ROOF A. 1 „ scale 1/4"=1'-0" FRAMING CONNECTIONS. NOTE: ALL WINDOWS FOR THIS PROJECT ARE NOTED AS ANDERSEN STORMAWATCH" UNITS WITH WIND BORNE DEBRIS RESISTANT 1500 Lakeland Avenue w. 12. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN GLAZING THAT WILL BE CERTIFIED BY THE SUPPLIER TO MEET THE REQUIREMENTS OF ASTM E IS96 AND ASTM E 1886. N Bohemia,N.Y. 11715 ALL BEDROOMS, AND AS REQUIRED BY CODE AND THE LOCAL IlD�dQDPIl� IlD^d��- LEVEL. IES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH FLOOR (6 1)53-48W 3 ILI illi 1\\V 13. CONTRACTOR SHALL 00 ALL PATCHING REQUIRED DUE TO NEW WORK AND / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH 45 yVIIMain Street q A. 1 1" = 40' A140 MATCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 14. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE �w-'�^-•��'-`✓�"�.^.'^�� Little 1'(3'15) 82&4384 New Yolk 7 7715 THOSE OF THE ANDERSEN CORPORAVON "STORMWATCH" UNITS WITH J (I) 13/4" X 9 1/2" M.L. BOX HEADER WITH \\ (3'1 WIND BORNE DEBRIS RESISTANT GLAZING (MISSLE D-ASTM E1996) WITH GALV. JOIST CONN. AT EACH JOIST. I LOW E COATING, EXTENSION JAMBS, SCREENS. GRILLES AS SHOWN ON DRAWINGS. CONSTRUCT CONT. 8" CMU WALL W/ CONT. project tN1e: 15. CCA OR ACO TRTO. WOOD SILLS SHALL BE (2) 2x6 WITH 1/2" DIA. 10 DP. P. CONC. FOOTING. ANCHOR BOLTS SPACED 4'-0" O.C. MAX. PROVIDE 2 BOLTS WITH 2" PROPOSED SO. X 3/16" WASHERS PER SILL SECTION MINIMUM. PLACE BOLTS -,. „�,`�.�, .`�\�-„�-- WITHIN 1'-0" OF ALL CORNERS. INSTALL OVER SILL SEALER AND NOTE: PROVIDE �N`OuTALE•1NS�11CATED s 5AWCUT AND FINISH ENCLOSURE TERMITE SHIELD (TYPICAL). METAL DOOR AND Z NEW MASONRY ENERGY CODE COMPLIANCE 16. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF WHIRLPOOL PUMP OPENING TO FRAME UNDER EXISTING BASEMENT OPENINGS WITH (2) OF PORCH AND 3000 PSI (3500 PSI FOR EXTERIOR EXPOSURES). LOCATION UNDER TUB BATHROOM AREA. 2x10 CGA HEADERS UNIT ABOVE. AT EACH L-1 OPENING. ADDITION NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN REMOVE EXISTING "5 REBARS AT 12" tO the DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION // / BASEMENT WINDOW O.C. VERT AT NEW 5'-9" 1'4" LINE OF ROOF LOOMIS CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK AND INSTALL BATT / EXIST. WALL WITH THE FOLLOWING RESULTS: - - - INSULATION IN INTERSECTIONS516„ I'-0 6" I'-0" OVERHANG RESIDENCE I I _-iFRAMED-IN OPG. TYP. ABOVE MAXIMUM UA= 28 / PROVIDED UA= 20 ,:' I a,U U MAX. CODE GLAZING U= .45 / GLAZING U= .33 I XW O = ` _ ___ _ _ _ _ _ ____ - -'-'- I- ' _ _ _ I GREENPORT,N.Y. TABLE 502.2.4(1) 8.5 % WINDOW AREA m� m j Q / - � s drawing this: HEATING DEGREE DAYS: 5750 \ L 2 I L = GLAZING U FACTOR: CEILING R-VALUE: I'-5 • 4-118 4-118 4'-118" 4'-3 J"-- -'l V-31� 101, cl�A ACQ CODE: .45 RR- -PCODE: 38 I y1(i;y> ._;. III 2 x I D. Jr"euU FLOOR R )ACTUAL: .33 ACTUAL: 30 WALL CLEAT WITH GALV. JOISTEXTERIOR WALL R-VALUE: -VALUE: O O _ ' II C.CODE: 13 CODE: 19 CONN. AT EACH JOIST. 5/8EXP. IlTLll❑1dv9l IIllTll1dd QQlld vD�QIlDrIlFnIl�D.PIIIlIlvDIIIAiQdD�Q ACTUAL: 30 BOLT TO FO NDATION WALL ATACTUAL: 19 „ O U2x10 D. J. 12„ O.C, STRED.IU I -o7c-.7SLAB PERIMETER R-VALUE DEPTH: BASEMENT WALL R-VALUE: CODE:9, 2FT. 10 0 9LINE OF NEW 10" x NEW BASEMENT ACTUAL: NIA ACTUAL: N/A 20P. CONIC.G. 4" TH. REINF. od n9 GONG. CRAWL SPACE WALL R-VALUE: ,i•.� I� I '-1�" Fg(aTING. SLAB W/ 6x6/ WI.4 x 14-9r Y8" 7FIIbJ I p N+ I'•0" 6-1 ;? ILIA W.WF. CODE: 19 I ... - - _ ACTUAL: N/A - -- - -- CODE DESIGN CRITERIA "' " '� ' '"` ' ''' ^`' ""~ � ' � Gnecked by: GROUND SNOW LOAD: 45 PSF F301.2(5)) 'a a, - FLOOR LIVE LOAD: 40 PSF (DECKS AND STAIRS) R301.4m m date: Scale: LINE OF NEW 12" x ) 12" SQ. CONC. FILLED o 24" P. GONG. 3-16-03 45 NOTED 30 PSF (BEDROOMS) pT� 7711w T TI�7��Tn711� PIERS UNDER - - FOOTING. 'I% .: 6 DP- POURED drawing number: 60 PSF (EXTERIOR BALCONIES) BdlldQII y1VLD • '- CONCRETE PAD FOR FIBERGLASS CCA STEP STRINGERS 20 PSF (ATTICS WITH STORAGE) COLUMNS WITH 4'-10 " 1'•5 " T'-5�y" 1'-5 5,-p„ ATTACH WITH GALV. CLIP 10 PSF (ATTICS WITHOUT STORAGE) CAPITAL AND BASE 40 PSF (OTHER THAN SLEEPING) EXISTING WALL TO REMAIN TYP p-0'J 6" I.LI'-0" I'- �� S' 5�'" 1 n 8'-511" 1• 8'-5111" 1'" I'-0"J 6' I'-0 ROOF LIVE LOAD: 16 PSF MIN. (R301.5) _ __ _ = EXISTING WALL TO BE REMOVED ILL BASIC WIND SPEED: 120 MPH (F301.2(4)) 3 NEW INSULATED WOOD FRAME WALL \\A\\y 0 .IILIIL OF SEISMIC DESIGN CATEGORY: C ( AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) NEW UNINSULATED WOOD FRAME WALL WEATHERING PROBABILITY: SEVERE (R301.2(3)) TERMITE PROBABILITY: MODERATE TO HEAVY (R301.2(6)) (R301.2 7 EXISTING DOOR ANYTHING RO THIS DRAWING AND/OR THE DECAY PROBABILITY: SLIGHT TO MODERATE ( )) n 7T STATE LAW PROHIBITS ANY PERSON FROM ALTERING WINTER DRY-BULB TEMP.: 11 DEGREES F TAB. N1101.2 Z Il t-�. Il$ 11. II X11 Ld d ACCOMPANYING SPECIFICATION. UNLESS IT �¶¶I D [� •AST IS UNDER THE DIRECTION OF A LICENSED (R301.2(7)) NEW DOOR D F T Il,i 0 IIJ IN IlD A FII' II 0 N Il II /•11 1V PROFESSIONAL. WHERE SUCH ALTERATIONS MUST SIGN. SEALUSE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE ARE MADE THE LICENSED PROFESSIONAL THE HEIGHT AND FIRE AREA: 2 1/2 STORIES / 3706 S.F. A. 1 scale 1/4"=1'-0" FULL EXTENT OF, HE A TERATIONDATE ANDRIBE ON THE CONSTRUCTION TYPE: V b 0' DRAWING AND/OR IN THE SPECIFICATION. ref. no,: 2003.08 LF --T e e Ulfl 16 OZ. COPPER FLASHING TPO ROOFING LINE OF 8" HT. SHT. MTL. AND COUNTER FLASHING MEMBRANE FLASHING WITH CEDAR AT CHIMNEY. WEDGE AND 1H SHINGLE REPAIR SEAL AT TOP. 16 OZ. COPPER STORMWATCH HURRICANE SHIELDSLIDING LINE OF 6" HT. SHT. MT. DONT. CLEAT.WITH DOORS AND SS CASEMENT WINDOWS STEP FLASHING UNDER CASEMENT CEDAR SHINGLES. AND CASING L EXISTING AZEK CASING MATCH AND ALIGN WITH NEW CEDAR SHINGLES 3/4" CEDAR FACIA WINDOWS WITH - - - - - - - - — — AND TRIM TYP. LINE OF 8" HT, SHT. MT. . .. . . .— . .—. .. . . . . STEP-FUASHiNG'UNDER " NEW CEDAR SHINGLES FIBERGLASS COLUMNS I (10" DIA,) WITH CAP Seal: AND BASE. .FI SYBSTEEMS WIT ERGLASS F (LING I / it / \ / \ / \ li BALUSTERS 4 O.C. 1 I i1 li I MATCHDAND ALIGN WITH I I 'PSN EXISTING FIBERGLASS RR4ILING 1 i l j SYSTEMS WITH 5/4" 1 I BALUSTERS AT 4" O.G. sr 1s5P9 /' I I I s I I I I I I ii 1 ii I T- - - - - 9EP5, IEx10 AZEK OR - -- - - - I I II 11 1 T - - - - - - -- - - - - � m r y rl ______lti IIII I I LJ LI I I L_____-_-_- U I I I Ll CEDAR FASCIAS u I II u i " ROOF INTERSECTION 9-2-03 U U LJ U IL —�J BASEMENT I I I _�i — �I rl+ `I FLOOR SYSTEM CHANGE 6-'I-03 loll I I WINDOWS IN BRICK I I L. J FOOTINGS ATPIER MND TYP. L 1T 10 AZEK FASCIA OVER CCA I I I WELLS WITH 8" SQ. I I I F P. GONG. FNDTN. WALL 211x8" 01611 O.C. SUBFRAME. CONC FOOTINGS WITH 12" x 24" P. GONG. WARD ASSOCIATES 8" P. GONG. PIERS AT RAMP _ I _ _ I I I FOOTING — LandscapeArchitects, POSTS TYP. � _4=--- - _ -= T�=� = - = --�� -1� — . . — . — . — . . -- - - - - - - - - - -- - — — — — — — — — — — — — - - — — — — — — _ — — — — — — — — — — APchReCts, Engineers L - -- - _ __ - - -I- - J. - - - - -_ — _LI- - _ — _ _ _ - 1 -- L _ -- - - - - J _ —J L - -- - - - - - - -- - - -J_ — — — — — — — — — — — — 'VVH5rIlT ➢li ➢dD14 VArIlTN0N 2 gQD �iITER ➢+d ➢d ➢dIrArIlTIIQDN 1Bohema, N...1i1716 A. 2 scale 1/4"=r-0" A, 2 (6x1)663-aeon scale 1/4"=1'-0" 45 West Main Street LIHIe Falls,New York 11716 (315)823-4384 project tine: PROPOSED ENCLOSURE OF PORCH AND ADDITION to the LOOMIS RESIDENCE GREENPOW,N.Y. 16 OZ. COPPER FLASHING drawing fltie: INSTALL NEW 4" MIN. O AND COUNTER FLASHING 16 OZ, COPPER LT GRAY TPO DRAIN AND OVERF W AT CHIMNEY. WEDGE AND DRIP EDGE WITH MEMBRANE ROOF SCUPPER At EXIST( I6 OZ. COPPER SEAL AT TOP. CONT. CLEAT. OVER 3/4" PLYWOOD LINE OF SHT MTI-. ROOF. INSTALL NEW DRIP EDGE WITH ON TAPERED CCA FLASHING AND ( MEMBRANE AND 1 LINE OF 6" HT. SHT. MT. CONT. CLEAT. 3/8" BEADED SOFFIT SLEEPERS AT 16"WITH CONT. BRONZE 0, COUNTER ANCHOR COUNTER 34 j F T T FLASHING. STEP FLASHING UNDER FLASHING ➢2➢TV E� Il IIQDINg NEW CEDAR SHINGLES 3/4" CEDAR FACIA SCREEN VENT. DRILL GALV. R HURRICANE R AT EA JOT. / d AND TRIM TYP. 3/4' HOLES AT EA. JOT TOP PLATE CONN. FLASHVENT UNIT T 9 TP v T SPACE g➢dQ — \_ a Il IIQD4 \\ — — -_-- _ 'FIBERGLASS COLUMNS — — — — — 3/4" CEDAR FACIA 3"x IW" CCA CLEAT - (10" DIA.) WITH CAP AND TRIM TYP. I 1 W/ 5/8" GALV. EXP 3/4 FIBERGLASS 1/2" G . BRD ® BOLTS AT 16" O.G. .\ .AND E. 16 OZ. COPPER I o SIZE. PIPE TO NEW WITH CAP AND BASE. :' LEADER 4 x6 OEDAR SHINGLES. COLUMNS (10" DIA.) o STAGGERED AND SITE DRYWELL. 6" I (MATCH AND ALIGN WITH 1 GALV. JOIST CONNS 6'DIAMETER x (EXISTING I TYPICAL WALL: `4 5 PANEL FIR Y, IFIBERGLA66 ROILING CEDAR SHINGLES, DOOR TO MATCH drawn by- DEEP checked b TYVEK, 1/2" 055 "'J �•' EXIST. FHI SYSTEMS WITH 5/4" 1 SHEATHING, 2x6 AT 16", I CE ERLIN o 8" WOOD BASE �ALUSTERb AT 4" O.C. BR DGING. — TO MATCH EXIST.,- 3-16-(D3 AS NOTED I R-M INS. 1/2" GYP. BRD. date: scale: . . . . — .... — — — . . — _ . . _ - _ MATCH EXIST R TO � drawing number: — _ — E (2) 1 3/4" x S 1/2" / (2)2x8 CCA SILL PL TE .: n T GIR FLUSH — --� X DEG p 13/4" X 9 I/2 WL FLOOR JOISTS GIRDERS W/ GALV. I I STEPS, I x IW AZEK OR I I IIII I I WITH SILL SEAL, TERM. SHLD. CEDAR SHINGLES. , 1-+-,L 1 I CEDAR FASCIAS II 1 I AND 5/8" A.B. AT 48" O.C.• I I ;''. FLOOR ON 3/14H PLYWD. AND MUD SET JOIST CONNS. AND MATCH AND ALIGN WITH .,, u r U `I WITH 3" SQ. x 3/16" WASH R 20" x 20" x 10" TH. EXISTING () L_ 1_ J 112" P. CONC. PIERS ANP — 1 -J REINF MORTAR,5,D, J BRICK VENEER AT / FOOTINGS AT COLUMNS TYP. I PLATESTYP. �{,�44T-P ONG. BLAB W/ �6/� P. CONIC. FOOTING. I I SELF- ADHERING RUBBERIZED TYP. AT 4 OF FOUNDATION TO MATCH `�,.� I 112" P. CONC. FNDTN, WALL BITUMINOUS MEMBRANE I 1 WlAx WIA W,WF. OVER 6 MIL LOCATIONS. !� O EXISTING I UIITH 12" x 24" P. CONC. ISLE q;: V.B. ON POROUS FILL FOOTING DCWP 00 NEQ f — — — — 0 I R UAL) - - -- ----- -fir - - -- - -- - - -I — — — — I' — -R — (CARL, `:;I.....: j I - - -- - - --- -_L _ - - - - -- - - - J L — CONC. LL WITH 12" x 24" P. CONC STATE LAW PROHIBITS ANY PERSON FROM ALTERING FOOTING ANYTHING ON THIS DRAWING AND/OR THE \� ACCOMPANYING SPECIFICATION. UNLESS IT TIS TT �r A T� �T /� �,�T �� 7T n IS UNDER THE DIRECTION OF A LICENSED 3 x QD Ilo IT IIII D14 lid ➢a A rIlT R 0 LV VVT N A1" Y T R Ld ➢d V ,x-11 "T E 0 N' 5 2 ➢17 Q] I T ➢ 0 aT PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE A. 2 FULL EXTENT OF THE ALTERATION ON THE Scale i/4"=1'-0" • 2 scale 1/4"=1'-0" A• 2 Scale 1/4"=1'-O' DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2003.08 LF WINDOW SCHEDULE o GALVANIZED SIMPSON UNIT DESCRIPTION ROUGH OPENING SIZE OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS STRONG-TIE H3 HURRICANE TIES, 16 GA. W/ (4) Sd AT EACH JOIST C135 SINGLE CASEMENT T-05/8"Wx31-53/8"H. 185/16" 3515/16" 4.6 S.F. 6.8 S.F. ANDERSEN STORMWATCH,EXT JAMBS AND (4) 6d AT TOP PLATE. TYPICAL AT FOR CW155.3 TRIPLHCASHMENT 7-17/8"Wx5'-53/8"H. 229/16" 5915/16" 5.7 S.F. 38.46 BY. ANDERSEN STORMWATCH,HXTJAMBS EACH J016T / TOP CW155 SINGLE CASEMENT 2'-47/8"W:S-53/8"H. 229/16" 5915/16" 5.7 BY. 12.8 BY. ANDERSEN gT+URMVPATCH,g7CT JAMBS PLATE CONNECTION. (45r,# UPLIFT) FW06068R SLIDING GLASS DOOR 6'-0"Wx6'-8"H 281/8" 753/8" 14.72 BY. 14.72 BY. ANDERSEN STDRMWATCH,EXT JAMBS 2814 BASEME NTAWNING WINDOW 21-8 5/8"W x Y-3 1/4"H 293/8" 915/16" 2.4 SF. 3.43 BY. ANDERSEN SMRMWATCH NOTE: FOR FASTENERS AT COMER COLUMNS BUILDING CORNERS AND INTERMEDIATE PIERS - SEE FLOOR PLAN NOTATIONS. TOP PLATE TOP PLATE LATERAL CONNECTION LATERAL CONNECTION SECTIONAL VIEW END VIEW GALV. SIMPSON STRONG TIE MODEL LSTA36 0 16" O.C. WITH (26) IOd FASTENENERS (1460" ROOF A" V.T.R. UPLIFT) 3"X4" INCREASER seal: _ T�ASBE.ECTEE)B]• NOTE: FOR FASTENERS 3„ `�� �,ce m. F �•;� AT CORNER COLUMNS `� s"Q BUILDING CORNERS AND42"RHINF.MORTARBED LAV 112" I I/2" INTERMEDIATE PIERS - OVER ME,CLEAVAGE IU O. STUB SEE FLOOR PLAN '• '•" . • .• •.:' :1:,.. MEMBRANE.GALV.WINE • F, - ..: ":r,• `.I.': •: . '': '. . ::i..' i ..` ,.:, .'. RHHNF.-2"x2'x 16 GA FIRST FLOOR G.O. 4 2„ GA. \\/ P SILL PLATE SILL PLATE NOTATIONS. .ii / LATERAL CONNECTION LATERAL CONNECTION .n SECTIONAL VIEW END VIEW IL,• I I I 2" 3" OF Nll�� NOTH:ADNST JOIST 13/4"x 9 I/2"LVL(1.8) NOTE: FOR FASTENER 8125 AND(AWITIES SEE FASTENER SCHEDULE THIS DRWIING. (2)2x6 CCA SILL PLATES HHARINGELEVATIONAS I FLOOR JOISTS AT I6"O.C. 4� Q cor CTICN CIUWE 9-2-03 WITH SILL SEAL, TERM. 1 , REQUIRED TO LEVEL NEW i i i i WITH SOLID CPNT'HRLINE SHLD. AND 1/2" A8. AT PORCHFLOORWIDI I I BRIDGING. CONNECT TO EXISTING SANITARY PIPING Ca++;sTR Tla C44"E 6-S-03 46" O.C. WITH 3" SO. x EXISTING RESIDENCE. SYSTEM IN EXISTING BASEMENT BELOW S164" GALV. WASHER R•30C HATTIN,TUI.ATION Q BUILDUJ^.,]DEPT.Ca•INENTG b-2-03 PLATES SIMPSON STRONG '4 ., WITH STRAPPING TOBA6EMENT �' BUIL]DN,]DEPr.wrvIENT6 4-IID-03 TIE LPBSI/2 TYP. . ,� : HOTTOMOFFI�RJOEM WARD ASSOCIATES Ld�1�PllTLdllI1L11)1d AND URITll119P1LT T'BUi�I 17G"r YLA`,lL1VTINDNA"TR11 ME � PV 9 9 V 9PV Landscape Architects" 4 3 Il IIIIaP3 Ilt I1� MM, �D3� Il AM o 2 IlDI<�IlJ��nIl1�TQA IlnII��-0 R ➢DIl�•�.QRIl��• I Architects, Engineers A. 3 Scale 3/4" = V-0" A.3 1 1/2' = 1'-0" A. 3 N.T.S. 1500 Lakeland Avenue Bohemia, N.Y. 11716 (631) 563.4800 A 45 West Main Street FASTENER SCHEDULE FOR STRUCTURAL MELMERS (WFCM Table 3.1) Little Fails, New Yolk 11716 NUbIBERAND,1,iM (315) 823-4384 DFBCRIPP[ONOPBIJUMMRLEMMIS OFPASIERM SPACINOOPPASTEMIR IOETTORU.LMWDE,MBx II. 44d P.khl 1•x6•RUBFLOORORLW9T'OBAMIOIBT,PACHNAM 2-11dld PffsVP - projecttHfe: 2"BUBIROORTOMMTOROMDMt.BtRMANDFACEMM IN &.4ple&H BGLHPLATRTD)DI8TDRBLO=O.PADRNAB. 246d , �� PROPOSED TOPORSOLEPLATRTORIUDANDNA1L 3.16d 2r2.GxW RTUD70ROLEMATE,TOENAR, 346d FP2x60d ENCLOSURE DOUBLESTUDB,PACENAU. 2.16d 24•oA i OF PORCH AND DouBLE210PPLATB0,11ACBNAD, 2.16d W" SOLEMATETOIOETORBWCCRBTTOATBMMWAMPMM 2•I6d• - 12-am ADDITION WUMTOPPLAMS.M MM49-INMOFPBEPOFROMMTS, 11•16d -NAMINI�APPEDARBA - - {' +l� FABCOOCENGBRTWBE IOETRORRAFFERSTOTOPPLATATOBNAM 24d ."hod W1171."x6"SC PPE •� •• •e RR4 TDBN"1'O TOPPLATx,T'ORNAU. 246d• 12•aa wrrxa^x6"SCDPPEt '+ LOOMIS 'TOPPLAU%LAPRATCMWUANDRUERBRCNONB,PACENAB. 4.16d J*M-."h.W. OVHRPLOWAT eMT-DPHEAOIMTWOPzMWDNIn'SPAM I6d 16-mola ."dp" PARAI'HTWALI.. H)DS'TINGSECOND FLOOR RESIDENCE C0N1'=MHRADRR.TWOPECRB IN 16•aad"yedg. ------------------ CBRMO20E'IS'LOPLATE.TOBNAR. 34d(44d) V-Vwd0am10-"wehk3.3A i-I CONMNUOUBERADE1TOSnm,TORNA¢ 44a - I REMOVE WALL SHINGLES,1 PRMrT 3"IDIA.LIDR LINE OF ROOF CE1MOMW.LAPBDVERPARTT3TDNB,FACENAE. &16d 6„ew3.7)w"hbq ; T �T OF 8- 16OZ. ovaR MEND 13- RARIIANGAHOVH GREENPORf, N.Y, CHWOMISTTDPARALLE.RAFPBRB,FACENAB. R-I6d (Wt "3.'0."hhP I ONTO ROOF WALL P AgHINGH YP. drawing title: OTOPLATE,TORNAR, 34d 6.hate 3.3•)peM. Q j j 1•BRACETORACR9TUDANOPLATR,PACENAR. 2.16d Vx6•BREATBNOTORACHBRAM0,11ACENAR. 26d a (- - -- ---- -- -- --- P. 0 i•xB•BBHA71E407L/EACHeHARMO,PA®NAII. 24d ➢D347 TARRA2, I I i R'D3RRTNANI•x.•EEATIERDI'ORAcane4RMrO,PACK NAR, 3-MP. ; L._. _._. _._. _ - ; �QaIIIIII+aDDIIJIIA➢d�2 BUILT-DPODANElSTUDS 2-16d 24'. L_ _ I 9 BUILT-UP DDBREBANDReA1E,21NCFILUMRIDILAYBRR 16d I@'aa.iwR6d2. 0 0 D D 0 - ` - -_____--_ -----___-, u , Il IIdIIJ�IIDDIIiOQ>r IlnIIgD�Iln I-PLANO 2.164 a.oh i 60 MEL RHINF TPO ROOFING HAM m WWRAFMSTORM ,VALLEYORBIPRATtERIL I 0 I CI FAAMNAR, 3-I EN i LINE OFFTAPHRMINSULATION.HOLD x �9 i ➢DIIAQAII AIM HEIG1nl UNDER SECOND FLOOR N RARD$TIRBTORAPFBRB,PACB 4-M (neYN^3.fia.ohd. O D O O DI Ip WOODBTN P�IJL7[CL�OARDRMALL®A18INOTOWFAA3@70 wTWr70PRA740Mi.AlID i i WINIDOW SH.LB. j lA 6/11D 6. Bd COMMONNAR.(BVBEOR,AWALL) 6 ]Pbm(6•a.art4'Hdp Pux.) I I eaCO M NNAIL"F) drawn by: checked by: 19/!2.1 Bd COMddON NAR. 6 12•a,a(fi'aa•tV Hdp 7m",) I IIB-1114 I01001M60NNAR.OR fi 11•aa(6•aa Y4'Bdp2w.) r--� j l j l r__� 6dDEFORIAMNAIL i l ' o date: Scale: •NOTE:NAR.R7OMUD®ENIRARBBMMONWAMMATMONAR.E16•aa ATTMPANELEMLIPWALLBBBATMGMX =3•aa r--� r-- L-----------------------------------------------------------------� L 3-16-03 AS NOTED ATnMPAMILEDIETOOBTAMI UMEMARCe MRRM Umzdm RFORRTRIIMXALbfl3lAMMUTLIM _�----------------------------------------- ____ --i i- ACOEB, IIBQ D011Bf.E),OR �__�_______________ r- I , ALTBRNATRCONPECMRS,BUCHASEEARMATBBBBALLMUMMM DM MMMUMDPATM ; L � li i.__.I L_ _� drawing number. 0 0 3"DIA.LDL 3"DIA. o o LINE OF STEPS LINE OF COLUMNS BELOW BELOW TYP. LINE OF 5"HALF ROUND 00 gyp' GUTTER WITH CAST STRAP HANGERSOF AT 30"O.C.. o O Q 1 IlD A T% FT II 1� lld Il4 QD QD Il+ IlD 1 A 1VT STATE LAW PROHIBITS ANY PERSON FRALTERING 11 ANYTHING ON THIS DRAWING AN /OMOR THE ACCOMPANYING SPECIFICATION. UNLESS IT A. 3 scale 1/4 1 -0' 15 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN. SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2003.08 LF KOHLER PRECEDENCE PRIVATE ROAD K-1356HI WHIRLPOOL (WEST OF CLARK St.) TUB WITH DOOR FITTINGS AS SELECTE:D.-., CABINET AND TOP . 30 4,43, EXISTING DEN WITH DOOR 4 ADJUSTALE SHELVES . 1,O,f +5Z' SR S.��ON TILE COVERED BULKHEAD 6" ABOVE FOR STORAGE. E 102.50' S�3• 11,E 1O S5 GREG TUP LEVEL. I' � �`�9 � REMOVE EXISTING EXISTING LIVING ROOM 8.p WINDOW GLAZING AND REPLACE WITH LINE OF ROOF OBSCURE GLAZING OVERHANG OR INSTALL OBSCURE ABOVE WINDOW FILM t0 PROPOSED `r EXISTING GLAZING. - - - �'. RAMP AND _ (4r1x4 EX. SL. GL. DR EX. SL. GL. DR (3) 2x10 F 02 0 +/- RAILING LU C135 O F 13584011 '-5#" 4'-118° 4'-118" 4'-118° CABINET NEW(HEATED BAt INSULATED FIBERCxLASS 3 TILE ON I L GFI =L PROPOSED Z zo WITH OF AS " `� I ( DOOR W/ DEAFENED Ie! -v SELECTED. 0, WEATHERSTRIPPING ALL FRAMING. PORCH DROP-IN GFS3 I AROUND O 6 Q, AND __ BATHRROM EXIST 2 LAY. G�_ - O " � ADDITION �0 STY FR ENCLOSED PORCH (UNHEAtEp) -i o o v o 0 0 , Cl 5 WP -/ r (el. +12.85) U DWLG. ' e TREX RAMP (1:12 SLO E) •0 Q _ GFI - - - _ /� U N 07r= = ORCH�• --6� t•,_ju� 7 MOVE AND RECONSTRUCT C/ 10 z % g p 0 0 0 0 0 X 5'-6 " V-8i" _ TING PORCH WITH NEW f 4/ ENCLOSE N O C MENT WINDOWS, TILE FLOOR O r 0 EXISTING �4 N AND FIBERGLASS 3/4 COLUMNS, 11% • MOPE14) PORCH PORCH 0 zETC. C14 0 .�M / ' 8'-3" 0_ CWI55 r GENERAL NOTESry 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE = O -- 2) 2XIO INSUL HDR (2) 2X10 INSUL HDR C2) 2X10 INSUL HDR I seal: N SITE PRIOR TO COMMENCING CONSTRUCTION. xI0 DF *2 (3) 2x10 ��� � 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS !SUPERSEDE SCALED �, DN, CW155-3 CWI55-3 CW155-3 _ DN. 01 PARCEL ONE A4j j DIMENSIONS. 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE THE 10" DIA. FIBERGLASS ENERGY 6 11� TREX DECKING NATIONAL ELECTRIC TICODEOANDRTHOISE OFOTHE LOCAL JURISTICTION. COLUMNS WITH - 6" I'- " 6'-116° ON CCA r �' 1,41 / ' CAPITAL AND BASE FRAMING. 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIIL HAVING A BEARING \ �.0 `ry�� CAPACITY OF AT LEAST 1 TON PER SQUARE FOaT AND SHALL HAVE A TYP. FIBERGLASS / MINIMUM COVER OF 3 FEET BELOW GRADE. RAILING SYSTEM. 5. STRUCTURAL LUMBER SHALL BE DOUG. FIR #1, F'b = 1000 psi. (base) 9" 1'-6u 5'-10 " S'-56" 8'-516" 8'-516° (01.011 TYP. -TOP OF BANK of ;,i � �\ E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIR#2 WITH Fb / = 850 psi. (base), E = 1,300,000 psi. NOTE: INSTALL SIMPSON NOTE: INSTALL SIMPSON NOTE: INSTALL SIMPSON p 6. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED STRONG-TIE HD10A HOLDOWN STRONG-TIE SWI6x8-6HD STRONG-TIE P5544A AND ERECTED IN ACCORDANCE WITH THE AISC. PORTAL SYSTEM AT EACH BASE AND LCE4 POST CONSTWOT1ON C4ANGE 6.9.03 ANCHORS BOLTED TO 6x6 AT Q 7. ALL HEADERS SHALL BE SUPPORTED ON 4x4 POSITS MIN. UNLESS EACH CORNER BOLI t0 INTERMEDIATE PIER CAP UNITS AT EACH , BLDG.DEPT.COMMENTS 4-10-03 NOTED OTHERWISE ON THE DRAWINGS. FOUNDATION At BASE TYP. 0 CORNER COLUMN. 10) 8. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALLL FLOOR, STAIR AND 41-9 " INSTALL HB HANGER FOR /p ,� ROOF OPENINGS AND UNDER ALL POSTS AND PAFRTITIONS RUNNING ADJ. HE UMBING WARD ASSOCIATES SITE AREA: 33,464.65 S.F. PARALLEL TO SAME. BUILDING AREA: 151'1 Sr-. (EXIST) 9. ALL HEADERS LESS THAN 5'-O" SPAN SHALL BE. (2) 2x10 WATER LINES NEEDLL PLUMBING WASTE n� P v D T TESTING BEFORE COVERING Landscape Architects, S 6'12 Sr-. (NEW - UNLESS NOTED OR 5/4"SE. „ 1 TA 7% Il II A l Ti 1 0 0 Il1 ll 1 A INCLUDING DECKS) 10. PROVIDE SOLID OR 5/4 x 3 CROSS BRIDGING AT 8 -0 MAX. Architects, Engineers TOTAL: 2189 S.F. 11. PROVIDE GALV. FRAMING CONNECTORS AT ALL BU1TT STRUCTURAL C Q LOT COVERAGE: .065 OR 6.596 CONNECTIONS AND H3 HURRICANE TIES AT TOP fPLATE TO ROOF A* ' „ „ scale 1/4"=1'-0" PLUMBER CERTIFICATION FRAMING CONNECTIONS. NOTE: ALL WINDOWS FOR THIS PROJECT ARE NOTED AS ANDERSEN STORM ,WATCH UNITS WITH ILUINp BORNE DEBRIS F�E515tANT ON LEAD CONTENT BEFOR 1500 Lakeland Avenue f� GLAZING THAT WILL BE CERTIFIED BY THE SUPPLIER TO MEET THE REQUIREMENTS OF ASTM E 1996 AND ASTM E 1886. Bohemia,Lakeland Avenue N 12. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN CERTIFICATE OF OCCUPAN ALL BEDROOMS, AND AS REQUIRED BY CODE ANLD THE LOCAL AUTHORITIES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH FLOOR (631) 563-4800 SOLDER USED IN WATER3 R'T DT TIAANT LEVEL.d 13. CONTRACTOR SHALL DO ALL PATCHING REQUIRED) DUE TO NEW WORK SUPPLY SYSTEM CANNOT AND / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH EXCEED 211.0 OF I% LEAD. 45 West Main Street /� AND MATCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. Llitle Falls, New York 11716 A. 1 1" = 40' 14. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE (315) 823-4384 THOSE OF THE ANDERSEN CORPORATION "STORMIWATCH" UNITS WITH (2) 1 3/4" X 9 1/2" M.L. FLUSH GIRDER WITH APPROVED AS NOTED WIND BORNE DEBRIS RESISTANT GLAZING (MISSLE D-ASTM E1996) WITH GALV. JOIST CONN. AT EACH JOIST. LOW E COATING, EXTENSION JAMBS, SCREENS. WRILLES AS SHOWN ON PROVIDE 20" x 20" x 10" DP. P. CONC. DATE: ��03 B.P.# DRAWINGS. FOOTING AT EACH STL. 3 1/2" L.C. WITH project title: 15. CCA OR ACO TRTD. WOOD SILLS SHALL BE (2) 22x6 WITH 1/2" DIA. CAP AND BASE PLATES. TYP. 0 4 FEE: /_� BY'_ ' ANCHOR BOLTS SPACED 4'-0" O.C. MAX. PROVICDE 2 BOLTS WITH 2" LOCATIONS. NOTIFY BUILDING LSF _MENT AT PROPOSED SQ. X 3/16- WASHERS PER SILL SECTION MINIMIUM. PLACE BOLTS 765-1802 8 AHI TO � �, Fr;l j HE WITHIN 1'-0" OF ALL CORNERS. INSTALL OVER SSILL SEALER AND NOTE: PROVIDE N A S ATED SAWCUT AND FINISH FOLLOWING INSPECTIONS- ENCLOSURE TERMITE SHIELD (TYPICAL). METAL DOOR AND NEW MASONRY 1. FOUNDATION - TWO RE©UIRED ACCESS OPENING TO •• FRAME UNDER ENERGY CODE COMPLIANCE 16. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMIPRESSIVE STRENGTH OF WHIRLPOOL PUMP EXISTING BASEMENT OPENINGS WITH (2) � coNc EQ OF PORCH AND 3000 PSI (3500 PSI FOR EXTERIOR EXPOSURES).. LOCATION UNDER TUB BATHROOM AREA. 2x10 CCA HEADERS I 2. ROUGH - I`RA CON C PLUM6EIp ADDITION UNIT ABOVE. AT EACH OPENING. I 3. INSULATION NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN REMOVE EXISTING S RIEBARS At 12" 1 a• - CONSTRUCTION MUSE' t0 the DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION BASEMENT WINDOW O.C. VERT At NEW I COMPLETE FOR C.O. LOOMIS AND INSTALL BATT / EXIST. WALL 5-9 16 qu THALL ' CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK I ' INSULATION IN INTERSECTIONS 5._3.1 I'-0' 6" I'-0" THECODESOF'N RESIDENCE WITH THE FOLLOWING RESULTS: FRAMED-IN OPCS. TYP_ YORAORW NOT RESPONSIBLE �' � MAXIMUM UA= 28 / PROVIDED UA= 20 „ { DESIGN OR CONSTRUCTIOR EAW MAX. CODE GLAZING U= .45 / GLAZING U= .33 U 9-10 _ - - - - 8 8 _ _ - - _ _ _ _ _ _ X 0 0 I I GREENPORT N.Y. cn1�4 � � r = ----- -- - drawl tile. TABLE 502.2.4(1) 8.5 % WINDOW AREA I _ - _ ng title: m - :.: _� ° �- 3 � - - - - ANCY OR HEATING DEGREE DAYS: 5750 I r P_5 ,� 4'-118° 4'-118° 4'-118° 4'_38" S'-3" 23'-il" I '' . ' I L U E IS UNLAWFUL GLAZINGCODE: U FACTOR: CEILING CODE:R-V38UE I - - - - - - - �� �� - 0 I �• +� RTIFICAT S _ I I I TH UT CE n �7 . . .:.. :..,_ .:,•; .: ;.,: 3 x 10 GCA OR ACQ TRTD. SYP _ I N I ll�11dQDQDII� IlDII��QiQT ACTUAL: .33 ACTUAL: 30 tr _ _ _ _ _ _ _ - _ - L '.:' ' WALL CLEAT WITH GALV. JOIST mU I :: 1�1' DCJ. ^I 9 y EXTERIOR WALL R-VALUE: FLOOR R-VALUE: - - - - - - - - CONN. AT EACH JOIST. 5/8 EXP. .� U I I N '•,.:, O OC UPANCY 11DT� P TtD �T 9� CODE: 13 CODE: 19 i I .1 I. I BOLT t0 FO NDATION WALL At Xaq ACTUAL: 19 ACTUAL: 30 i z x 10 D. J. I I 12° O.C. STARE - - - - - � I I IEll' 'ji; 0 Ali � CONSTRUCTION SHALL �T��P�9IIQ�10 SLAB PERIMETER R-VALUE / DEPTH: BASEMENT WALL R-VALUE: c, I0 I LINE OF NEW 10" x NEW BASEMENTMEET HE REQUIREMENTS OF E CODE: 9, 2FT. CODE: 10 �., I• 20 P. CONC. „ y' I IJ I ::.: ACTUAL: N/A ACTUAL: N/A I I , I „ FQp�TING. 4 TH. REINF. CONC. I I CODES OF NEW YORK STAT :'" - Y'-8 SLAB W/ 6x6/ WIA x 14-316 2 1Q. I t� I , CRAWL SPACE WALL R-VALUE: '- _ 11'-0" 6-� I• ::> I WIA WMP. " C RTIFICATION OF I N CODE: 19 e 14' ' I I •I I I ►ILI G & CONNECTION ACTUAL: N/A ^`. I 1- - - - - - - - - - - - - - - - -- - - - - II r J REQUIRED. H- - ;..': a• . r drawn by checked by' CODE DESIGN CRITERIA = I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ ERWRITERSCERTIFICATE ' I 2814 2814 _ . �_ . _ . � . RECA �iInED GROUND SNOW LOAD: 45 PSF (F301.2(5)) LINE OF NEW 12" x = date' Scale: FLOOR LIVE LOAD: 40 PSF (DECKS AND STAIRS) (R301.4) 12" SQ. CONC. FILLED 24 P. CONC. `' ''' ' 6" DP. POURED 3-1�-�3 ,�S NOTED 30 PSF (BEDROOMS) �d11�Qp1J� JJJ/ PIERS UNDER - FOOTING. CONCRETE PAD FOR drawing number: 60 PSF (EXTERIOR BALCONIES) JJJJ��`rl 1J�IVJJJ� COLU�MNSASS WI'tH 4''1�" 'I''S6" �''S6" '1'"56" 5_0ATTACH WITH GALCCA STEP VNGERS . CLIP � 20 PSF (ATTICS WITH STORAGE) 10 PSF (ATTICS WITHOUT STORAGE) EXISTING WALL t0 REMAIN! CAPITAL AND BASE ,� „ �, ,- „ ,- ,_ ANGLES. TYP. TYP. 1-0 J 6 I-0 5�_, �� 1 8'-5�° 1- 8�_5ll�� i 8'-511 I 10 6 10 40 PSF (OTHER THAN SLEEPING) 1'-6" 6 6 16 ROOF LIVE LOAD: 16 PSF MIN". (R301.5) - - - - - - - EXISTING WALL t0 BE REMIOVED BASIC WIND SPEED: 120 MPH (F301.2(4)) NEW INSULATED WOOD FRAIME WALL OF o O SEISMIC DESIGN CATEGORY: C ( AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) NEW UNINSULAtED WOOF FRAME WALL WEATHERING PROBABILITY: SEVERE (R301.2(3)) 41'-Si" TERMITE PROBABILITY: MODERATE TO HEAVY (R301.2(6)) EXISTING DOOR DECAY PROBABILITY: SLIGHT TO MODERATE (R301.2(7)) STATE LAW PROHIBITS ANY PERSON FROM ALTERING n � ANYTHING ON THIS DRAWING AND/OR THE WINTER DRY-BULB TEMP.: 11 DEGREES F (TAB. N1101.2) 2 IlD ��, �� Pf1v II �� �d Ll9 QD IIJ iD DD J<� P09 II QD �T IlD �d J<� IN ACCOMPANYING SPECIFICATION. UNLESS IT (R301.2(7)) NEW DOOR u IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE n . �I - HEIGHT AND FIRE AREA: 2 1/2 STORIES / 3706 S.F. !� I scale 1/4"=1'-0" FULL EXTEMUST NT OF�THE ALTERATION DATE AND RON THE , DRAWING AND/OR IN THE SPECIFICATION. CONSTRUCTION TYPE: V b 0 ref, no.: 2003.08 LF --T TPO ROOFING 16 Oz. COPPER FLASHING MEMBRANE LINE OF 8" HT. SWT. MTL. AND COUNTER FLASHING FLASHING WITH CEDAR AT CHIMNEY. WEDGE AND SHINGLE REPAIR SEAL AT TOP. 16 Oz. COPPER STORMWATCH DRIP EDGE WITH SLIDING GLASS HURRICANE SHIELD LINE OF 8" HT. SHT. MT. CONT. CLEAT. DOORS AND CASEMENT WINDOWS STEP FLASHING UNDER CASEMENT AND CASING 3/4" CEDAR FACIA WINDOWS WITH CEDAR SHINGLES. NEW CEDAR SHINGLES AND TRIM TYP. MATCH AND ALIGN WITH - - - - - - - - - AZEK CASING EXISTING LINE OF 8" Ht. SHT. MT. --STEP-Fl:A�##11dG NEW CEDAR SHINGLES FIBERGLASS COLUMNS seal:I I (10" DIA.) WITH CAP FIBERGLASS (LING I I II / \ I / \ I / \ I I I I R A iT � I I AND BASE. cy SYSTEMS WIT �� CEDAR SHINGLES. I 1 I I I ri BALUSTERS O.C. I I I I 11 I I II MATCH AND ALIGN WITH I I I EXISTING FIBERGLASS RAILING I 11 I I l i I I SYSTEMS WITH 5/4" I I I I Sj, 15589 I( I I BALUSTERS AT 4" O.C. \ Op N W cn I I I 1 - - - - - i t I I I I I I I _ I TREX p C D I I I - - - - - - - - - - I I I T I I I STEPS, 1" x 10 AZEK OR T - T I I I I I I L--------- J I l I I _ I U U U � _ __________ CEDAR FASCIAS �-, t t J I I I I BASEMENT I I I I L U J 12 P. CONC. PIERS AND L — + J L J Q FLOOR SYSTEM CHANGE 6-`I-03 U U L-1 Li L — WINDOWS IN BRICK I — 1 1 � — 1� I I I WELLS WITH 8" SiGL I FOOTINGS AT COLUMNS TYP. 10 AZEK FASCIA OVER CCA I I I I I I I I II . 2"x8" 016" O.C. SUBFRAME. CONC FOOTINGS 12" P. CONC. FNDTN. WALL WARD ASSOCIATES WITH 12" x 24" P. CONC. 8" P. CONC. PIERS AT RAMP FOOTING — — — I — Landscape Archtects - - - - - - - .— . . . — . . — . . — . . —POSTS TYP. r — T Architects, Engineers L - - - - -. - - - - -J - - -1 - - - - - - - -I- - -I- - - - - - - -- - - - - - - - - - - - -I L '- - - - - - - - - - - - - - �— — — nn n n ¶ n � 1500 Lakeland Avenue 1 W lJd 2 ffd 11� �T A R 0 1VT 2 B 0 qJ rT IIR D. Ifd D� 'T A "T R q IN Bohemia, N.Y. 11716 1L lL (631) 563-4800 A.2 scale 1/4"=1'-0" A. 2 scale 1/4"=1'-0" 45 West Maln Street Little Falls, New York 11716 (315) 823-4384 proJect title: PROPOSED ENCLOSURE OF PORCH AND ADDITION to the LOOMIS RESIDENCE GREENPORT, N.Y. I6 OZ. COPPER FLASHING drawing title: AND COUNTER FLASHING 16 OZ. COPPER LT GRAY TPO AT CHIMNEY. WEDGE AND DRIP EDGE WITH MEMBRANE ROOF SEAL AT TOP. I6 OZ. COPPER CONT. CLEAT. OVER 3/4" PLYWOOD LINE OF SHT MTL. DRIP EDGE WITH ON TAPERED CCA FLASHING AND LINE OF 8" HT. SHT. MT. CONT. CLEAT. 3/8" BEADED SOFFIT SLEEPERS AT 16" O.C. COUNTERFLASHINCx D.fjofla�T1�TRgDiaT� L—J STEP FLASHING UNDER WITH CONT. BRONZE GALV. H3 HURRICANE �- NEW CEDAR SHINGLES 3/4" CEDAR FACIA SCREEN VENT. DRILL ANCHOR At EA JST. AND TRIM TYP. 3/4" HOLES At EA. JSt TOP PLATE CONN. FLASHVENT UNITFTf v v VP STT �\VT SPADE .�.. �11Qa Il i1QDi . FIBERGLASS COLUMNS 3/4" CEDAR FACIA - 3"x 10" CCA CLEAT (10" DIA.) WITH CAP AND TRIM TYP. W/ 5/8" GALV. EXP. AND BASE. I I 3/4 FIBERGLASS 1/2 1/2".G'1:. BRD BOLTS At 16" O.C. I I COLUMNS (10" DIA.) ( STAGGERED AND CEDAR SHINGLES. WITH CAP AND BASE. - GALV. JOIST CONNS I MATCH ANP ALIGN WITH I EXIRTYPICAL WALL: CEDAR SHINGLES, DOORETOF ISTING MATCH drawn by: checked by: I FIBERGLAS RAILING I I TYVEK, 1/2" OSB EXIST. 1 I SYSTEMS WIITH 5/4" I I SHEATHING, 2x6 AT 16 BALUSTER& AT 4" O.G. R-15 INS. 1/2" GYP. BRD. I CE ERLIN � 8" WOOD BASE date: scale. 11111 _ . . - . . _ _ . — — — — — — D G TO MATCH EXIST. 3 I(o (d3 ,4S NOTED BRICK VENEER t0 MATCH EXIST. LH drawing number: TR X DEC<ING AND (2)2x&--CC—=L PLATES 13/411 X S 1/2" LVL FLOOR JOISTS M.L. FLUSH STEPS, I" x 110 AZEK OR i WITH SILL SEAL TERM. SHLD. GIRDERS W/ GALV. CEDAR SHINGLES. I I I CEDAR FASCIAS I I I I I I " I I ?`' FLOOR ON 3/4H PLYWD. ANDP SET S AND 5/8 A.B. At 48 O.G. . ,.,,. �� JOIST CONNS. AND MATCH AND ALIGN WITH I rJ U U I I `" REINP MORTAR BSD. WITH 3" SQ. x 3/16" WASHER 20" x 20" x 10" TH. EXISTING I L _ J 12" P. CONC,'. PIERS AND L — J I PLATES TYP. ::;'' P. GONG. FOOTING. FOOTINGS At COLUMNS TYP. P. CONC. S1-A5 W/ 6x6/ BRICK VENEER AT I I I SELF- ADHERING RUBBERIZED •"''" TYP. AT 4 OF FOUNDATION t0 MATCH I 12" P. CONC,. FNDTN. WALL I BITUMINOUS MEMBRANE I W1.4x WIA W.W.P. OVER 6 MIL LOCATIONS. EXISTING WITH 12" x 2.4" P. CONC. I DAMPROOFING (CARLISLE V•B. ON POROUS i=ILL —) '�.'• FOOTING I CCW-'101 OR EQUAL) ---- —�,-- - = --- -fir- - --- ---.I� — . . — . . — . . .— . . — . . — . . — . . — . . — . . — . . �I'- - — . . — . . — . . 12" P. CONC. FNDTN. WALL — - - - - - - - - - - - - - -- - - - - - - - - - J L — WITH 12�� x 2411 P. CONC STATE LAW PROHIBITS ANY PERSON FROM ALTERING FOOTING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE T P d 9 j A "T R QD N 'VT Dq % PI1� 20 I R9 17 A "T R 0 j q 5 % ¶4 Q.a IRECTION OF A UCERSED PI1V � QD 1V PROFESSONAL. DYYHE NSED CH ALTERATIONS 3 QD �� �� �� �� �� (�41 VV 0.�' L `1 1111 �1 1 V ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE A. 2 scale 1/4"=1'-0" A. 2 scale 1/4"=1'-0" A.2 scale 1/4"=1'-0" DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 2003.08 LF WINDOW SCHEDULE GALVANIZED SIMPSON UNIT DESCRIPTION ROUGH OPENING SIZE OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS STRONG-TIE H3 HURRICANE TIES, 18 GA. W/ (4) 8d AT EACH JOIST C135 SINGLE CASE LENT 21-0 5/8"W x 3%5 3/8'x. 1851160 3515/16" 4.6 S.F. 6.8 S.F. ANDERSEN STORMWATCH,BXT JAMBS AND (4) Sol AT TOP CW155-3 TRUILB CASBMBDIT T-1718"W x 5%5 3/8'H. 22 9/16" 5915/16" 5.7 S.F. 38.46 S.F. ANDERSEN STORMWA PLATE. TYPICAL At FOR TCH,EXT JAMBS EACH JOIST / TOP CW155 SINGLE CASE&I6NT 214 7/8"W x S-5 3/8"H. 229/16" 5915/16" 5.7 S.F. 12.8 S.F. ANDERSEN STORMWATC14 EXT JAMBS PLATE CONNECTION. (4550 UPLIFT) FW0 6068R SLANG CLASS DOOR 6-0"W x 6-8"H 281/8" 75 3/8" 14.72 S.F. 14.72 S.F. ANDERSEN STORMWATCH,BXT JAMBS 2814 BASEMEN'r AWtMG WINDOW 21-8 5/8"W x 1-31/4"H 29 3/8" 915/16" 2.4 S.F. 3.43 S.F. ANDERSEN' STORMWATCH NOTE: FOR FASTENERS AT CORNER COLUMNS BUILDING CORNERS AND INTERMEDIATE PIERS - SEE FLOOR PLAN NOTATIONS. TOP PLATE TOP PLATE LATERAL CONNECTION LATERAL CONNECTION SECTIONAL VIEW DD VIEW GALV. SIMPSON STRONG TIE MODEL LSTA36 0 16" OC. WITH (26) 10d FASTENENERS (14800 ROOF I 4" V.T.R. UPLIFT) 3"X4" INCREASER SBpI: ME AS SELBCl'l;D BY OWNER. g FRED ARCy/ NOTE: FOR FASTENERS �1i3° ���� M. FEFt�`rF�� AT CORNER COLUMNS 2"RBINF.MORTAR BW LAY I 1 I/2" I I I/2" BUILDING CORNERS AND OVER 6 MQ.CLEAVAGE W C. I TUB INTERMEDIATE PIERS - - r';. • ••': a,..; ' . ,....:• :' SEE FLOOR PLAN • . '.• MEMBRANE.GALV.IAW SILL PLATE SILL PLATE NOTAt10N8. ii ' ::'' . ' ". RBII�iF.-2"x 2'x 16 GA. FIRST FLOOR I I I I C.O. 4" 211 C.O. LATERAL CONNECTION LATERAL CONNECTION ii v° � , o SECTIONAL VIEW END VIEW l�' NOTB:ADJUSTJOIST i i i i " " 2 3 \ of Nt.W 13/4 x 91/2 LVL(1.8) 411 (2)1x8 CCA SILL PLATES BBMMOBLEVA17ONAS I I I I FLOOR JOISTS,AT I6"OC. NOTE:FOR FASTENER SIZES AND Ql14NTITIES 60 FASTENER 80-EDULE T1418 DRAWING. J► a UMED TO LEVEL NEW i I I I WIITH SOLID CENTERLINE WITH SILL SEAL, TERM. PORCHFLOORWITH SHLD. AND I/2" A.B. At , , , I BRIDGIIJG. CONNECT t0 EXISTING SANITARY PIPING 0 coNSTN�ucrloN�+ 6-6-S-0348" O.G. WITH 3" SQ. x EXIISTINGRESIDEN�. I I I I SYSTEM IN EXISTING BASEMENT BELOW 0 BUILDING DEPT.COhGMENTB 5-2-03 S/64" GALV. WASHER °A R-30C HAT)IlQSULATION PLATES SIMPSON STRONG '4 ':< WITH STRAPPING TO Qi BUILDING DEPT.COMMENTS 4-10-03 TIE LP1561/2 TYP. e• BOTTOMOFFLOORJOISTS BASEMENT WARD ASSOCIATES j� T LandscaD�1�.PD.9D9Illl�.�� 1�.l�TDD �JIIDIfd1L�d FRIADUNG" QAQDi4T�D9 Q11P1L�1LQ,�1VT� P V �1P U p►e Architects, 3 D. ffID� I19 ff.,gxD1R DDIl ARI, 0 2 �JKRUNG im 0. 12Il% DRAG17.11%AM Architects, Engineers A. 3 scale 3/4" = 1'-0" A.3 1 1/2" = 1'-0" A. 3 N.T.S. 1600 Lakeland Avenue Bohemia,N.Y. 11716 (631)563-4800 45 West Main Sheet ]FASTEWR SC1MUM FOR S (WFCM Table 3"1) Little Falls,New York 11716 (315) 823-4384 NUMMAMTYPE DOSC111WnONOIPB[IIIIJI EURGIM OFFASTEM SPACNOOFFAMUM JOffiT TO SILL OROmtDSR,TOENAIL 4-8d PWJWN project title: 1"z C M3PXDDRORL888 TO EMZ JOIST,FACE NAEL 2-8d per go 2"SUBFLOORTO JOIST OR OIIIDBR,BLIND ANDFACBNANL 16d 6"edge/6"lta d R P SED 8=PLATII1MJOISTORBLOC MFAC2NAM 2.16d 1>or>� TOP OR SOLS PLATE TO STUD,END NAIL 3-16d per2z 6WA ENCLOSURE STUD TO SOLS PLAT$TOENAII. 3-166 por2:6 x416 DOUBLBSTUDS,FACBNAII. 2-16d ?a"ua. OF PORCH AND DOUBLE TOP PLATES,FACBNANL 2.16d 12"oA ADDITION 8ops&&'MTaj=OI&NWM0AT=MWWAMPAM3 MUM Tw m A=MUNNN 48-IIQCI;OFM OFEiDJ=T% 8.166 t0 the FACENAM I N D LAPPEAREA 38 VA.LDC. ELOCINOMWEEN JOISTS ORRAF MS TOTOP PLATA TOENAIL 2r8d "ad L oMls RIM30]BTTOTOPPLATI26MER IL 2.164• 12"oA TOP PLATES,LAPS AT CORNERS AND II TMEXTION8,FAMNAM 4-166 Jam-a&" RESIDENCE EUS:T UP EEWW4 TWO PIECES WITH 112'SPACER 166 16'oA Sun SOWN 11 BXi MG SECOND FLOOR L------------------ CMnUWW BBADF.TWO PM= 16d 16"DA 21028111Wa ------------------ LINE OF ROOF CEII.NNOJOMTS TO PLATE.TOENAIL 3-8d(4.8d) r %V&(1rVQ-a t0a33A I REMOVE WALL SHINGLES TO PRM17P 3"DIA.LDL aoNTaN1JONJE HBADBRTO STUD.TOE NAII. 4.88 I I II'STALLATION OF 8"HIGH,16 OZ. OVERHANG ABOVE GREENPORT,N.Y. CE<i.IIJO JOIST,LAPS OVER PARTITIONS,FACENANL 8.164 Gee able 3 aeh LP I IT COPPER WALL FLASM0.EXTENIID 18" CEII.iNOJOffiTTOPARAILffi.RAFl1ffiS,FACBNAII. &16d Gaeable3.�ae�ohLP I I i ONTO ROOFMINIMLIM.T". drawing title: RAF19ilRTOPLA7B,TOENM 3-N (� � I I —P7-71—1-71 1"BRACBTOBACSBIUDANDPLATB,FAfGENAII. 2x166 patlbot i i I I L--J L--J ROOT' IlDIIAA71 9 1"z6"SMTHNNGTOEACH BEAM0,PAM NAM 2$d pamPp� I I ......•..... , — r _•_._._•_• --• I"i 8'MATHRIOTO EACH BEAMO,FACENAM 2-Bd l mpPant I I , L _J �QA�IIIIa�DIlJII��a�9 WIDERTHAN Is 18'WMATIENG TO EACH BRACING,FACE NAIL 3-8d pamm m I I j I �D_ HUII.TUPCORNBRSTUDB 2.16d W&L I '"— — --------- -------I I I dam: — ----------- ----- EUILTUPGIRDERS AND BEAM,ZMRCEILUNMLAYMB 16d 16"0a.doopadte O O O O O ; I 60MI1C..RRMTSDRWFMG APP FIHA Il�IIlaD��� 2"PLANKS 2.164 etaab ROOF RAPPERS To VALLEY OR HIP I I V I I T� TOEw,II. 4-16d I I LM OF TAPERED INSULATION.HOLD i i 1W II�F�QAIln��i PACENM 3.166 I HEIGHT UNDER SECOND FLOOR N RAFTERT11E8TORAFPER%FACB O O I I WOOD STRUCTURAL PANELS,SUB MMX ROOFAND WAiA,SMTIMTONLOAMAND I I WINDOW SHZ$. PARTJ�OARD WALL S®ATM OTO MAW80 sae Table I b NAIL WALL 6 "oA(6"oA @&4'BdBe Zeoee) I I I I drawn b : checked : I , , I y v 3/16-112 WCOMMONNAILOMM ) 12 1902-1 SdOOMMONMIL 6 12"oA(6'oA d4'E4pZwn) I I I 1118-1 U4 lOdCOMMONNAII.OR 6 12"0.0.(6"oAed4'Ed/eZome) O�t r--, I I I I r-- ° date: scale: SdDNAII. �— J I L-------------------------------------------•----------------------� I -� 3-1 ro-03 AS NOTED NOTE:NARMCI EQUIREmM ARE BAS»ON WALL SHEATMGNAIIM 6"o o.AT nM PANELEDM IF WALL SHBAT=GIS NAMID 3"OA r— , r-- f L -I r--� r— , ----- -------- » F08tSTRUCPUAALI1�bID�SRSSHALLBEDOVBil�,OR I I I —�-------------- �--�---------- �--�----------------•---�— I i I I I AT THE PANEL wM To OBTAIN ING�t BAR CAPAClTID3„NAIIJ�T mu � drawing number. ALTERNATECOPNNSCr=,SUGHASSIII~MNATBSSHALL,BE;M DToMAMAWTH ,LOADPATEL --J L--J L_ _J L--J L.--J L_ _J 0 0 3"DIA.LDL 3"DIA.IDL--' o o LINE OF STEPS BELOW LINE OF COLUMNS BELOW TYP. L1NB OF 5"HALF ROUND CO Of. GUTTER WITH CAST STRAP HANGERS AT 30"O.C.. o O Q OF i 1 IlD A 7% IT II A pd R 0 0 T4IlD III A 1 VT STATE LAW PROHIBITS ANY PERSON FROM ALTERING l! ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT scale 1 4"=1'-0" IS UNDER THE DIRECTION OF A LICENSED / PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2003.08 LF