Loading...
HomeMy WebLinkAbout46624-Z ��OSUFF K Gy Town of Southold 7/30/2022 P.O.Box 1179 o _ 53095 Main Rd �y o� Southold,New York 11971 rf'.U7YX� CERTIFICATE OF OCCUPANCY No: 43295 Date: 7/30/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 2470 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-1-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2021 pursuant to which Building Permit No. 46624 dated 7/27/2021 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: interior alterations at existing single family dwelling as applied for. The certificate is issued to Ward,George&Alexa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46624 7/8/2022 PLUMBERS CERTIFICATION DATED 7/12/2022 n ha omanelli AU iz d ignature ��o�SUFfo�K oTOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE C4 z `�y�o• ��o� �v SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46624 Date: 7/27/2021 Permission is hereby granted to: Ward, George 35 Monroe St Brooklyn, NY 11238 To: Construct interior alterations at existing single family dwelling as applied for. At premises located at: 2470 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 144.-1-22 Pursuant to application dated 7/19/2021 and approved by the Building Inspector. To expire on 1/26/2023. Fees: CO-ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $464.00 Total: $514.00 Building Inspector oE so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNr1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Ward Address: 2470 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 46624 section: 144 Block: 1 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 12 Smoke Detectors 4 Main Panel 150A A/C Condenser 2 Single Recpt Recessed Fixtures 37 Heat Detectors 1 Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect 2 Switches 3g 4'LED Exit Fixtures Pump Other Equipment: Hood, Oven, Fridge, DW, Micro, W/D Notes: Two Story Whole House Renovation Inspector Signature: Date: July 8, 2022 7 S. Devlin-Cert Electrical Compliance Form ,moo �o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �O Southold,NY 11971-0959 �{ BUELDING DEPARTMENT �J U l 1 2 2027 TORIN OF SOUTHOLD RLUJ FD BUILDING ver 1. TOWN OF SOUTNOLD CERTIFICATION Date: 7 / z J Z 0 Z Z, _ Building Permit No. fro D Z4 Owner: G F,n K&E S. l DASD (Please print) Plumber: Ci . 14al1. Ile, (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Si Sworn to before me this 1 a day of JOIN 20 a2 oZ J=w NotaryPublic, SU,-f'-0Oj K County 'TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.0':DW6306900 QUALIFIED IN SUFFOLK COUNTY b /� ; COMMISSION EXPIRES.TUNE 30,2jM �aoe souryOL4 70 TOWN OF SOUTHOLD BUILDING3V4ge PT. courm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ -] FIRE SAFETY INSPECTION [ ]L---FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: i t • DATE � INSPECTOR -- aof SOuryolo �� z # TOWN OF SOUTHOLD BUILDING DEPT. moo • ,o 765.1802 INSPECTION [ ] FOUNDATION 1 ST ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: io (.ty�-�'`���hr.� I� �f,JW4_ul DATE /7_3/zcg_ INSPECTOR AV pF SOGTyOIo - -- `"`III��� ✓ # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [V INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: p DATE -V- / INSPECTOR SOGI,yo� ` # * TOWN OF SOUTHOLD BUILDING DEPT. Afo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � y L000l/ .p DATE D INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. �yco631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l2 . _ryLJ_ 'U DATE /Ue INSPECTOR I 1 1 • • ' � • 1 B FOU N- DATLON(IST) • 1 0 1 � 1 11 • �O - PLU�IDINO' STATE-ENtRGY CODt A ® 6 1 0 SufFRlfi co TOWN OF SOUTHOLD—BUILDING DEPARTMENT O Gym.. Town Hall Annex 54375 Main-Road P. O.Box 1179 Southold,NY 11971-0959 ' �► Telephone 631 765-1802 Fax 631 765-9502 htt s//wWw.southoldtownn ov P � ) - � ) P � Ali Date Received APPLICATION FOR BUILDING PERMIT 'For Office Use Only ] r 11 I `: ; 1 PERMIT NO. Cli Building Inspector: JUL 19 202 Applications and forms must be:filledout in their entirety:°Incomplete �� f ,� F ,• applications will not be.aecepted.;Where.:the Applicant is not the;owner,an ,,,' '1'QF,'-Y . e- �,...j 1„1, Owners Atithorization form(Page 2)shall'be_compieted:,':. " I` Date:7.14.21 OWNER(S)OF PROPERTYa _ Name:Mr. George & Ms. Alexa Ward scrM#Z000-144-1-22 a Project Address:2470 Sigsbee Rd., Mattituck, New.York 11952 Phone#:1-516-512-2805 TEmail-gsward9gMail.com Mailing Address:2470 Sigsbee Rd., Mattituck, New York 11952 CONTACT PERSON: Name:Mrs. Alexa Ward Mailing Address:2470 Sigsbee Rd.,-Mattituck, New York 11952 Phone#:1-5116-512-28.051- Email:Alexarosear@gmail.com DESIGN PROFESSIONAL INFORMATION: :. _ NameTrank Notaro R.A. MailinAddr � 2alVes Neck Road, Southo_ Id, New York 11971 Phone 6 jr$ $`X321 Email:architecnologies@yahoo.com COQ T [ L1VFORMATIQN: . _ - Name:Owner is acting as Contractor Mailing Address:2470 Sigsbee Rd., Mattituck, New York 11952 Phone#:1-516-512-2805 FEmail:Alexarosear@gmail.com DESCRIPTION,OF'PROPOSfp CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $75,000 will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 8 No 1 - ' -PROPERTY INFORMATION Existing use of property: Primary rpsidence Intended use of property:Primary residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. IR Check Box After Reading: ,Theowger/contractor/design professional is responsible for all drainage and storm Water issues,as provided by Chapter 236 of the Town Code.APPUCATION IS11EREBY MADE tothe Building Department-for the issuance of a Building permit pursuaotto the Building Zone Ordinance oftIhe Town.of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,'- additions, uildings,:additions,alterations or for removal or demolition'as herein descnbed:The applicant agrees to comply with all applicable laws,ordinances,building code, " housing code and regulations and to admit,authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein,are punishable as a Class�A misdemeanor p'ursu8At to Section 210As of the NevuaforkState Penaf Law. �.c.. Alex Ward Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: o j_A_� (� Date: STATE OF NEW YORK) SS: COUNTY OF kL—EXA JA,-" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the U) (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this / ' J day of �I 20 -P-/ �- Notary Public MARY DIANA FOSTER Notary Pubtic,Stets of New Yodt PROPERTY OWNER AUTHORIZATION �'�"�'�� Qualified to Suffolk Ccmty (Where the applicant is not the owner) QomtrlissimE)Oresko31.20:X1 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 � Cct BUILDING DEPARTMENT- Ele Inspector TOWN OF SOUTH L OCT 15 2021 ;:. DD Town Hall Annex- 54375 Main R a - PB 1 N �T. a►» _ Southold, New York 11971-096 N OFSOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: p-p �,PP6 �L Electrician's Nam v-)) License No.: � ? 3, Elec. email: Elec. Phone No: �I request an email copy of C 611ificate of Compliance Elec. Address.: y S2, JOB SITE INFORMATION (All Information Required) Name: UZ�a Address: z4 7 Cross Stree`Fq on1C G1V . Phone No.: Bldg.Permit#: (4(o(o a; 4 email: Tax Map District: 1000 Section: Block: Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 17irb►ig�, ou-vrs Qf�a J® Ck C- c -k �" b n e L- F Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YESNO ❑Rough In ❑� Final Do you need a Temp Certificate?: ❑ YES RNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect[:]Underground[—]Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION \o �Q° �� . BUILDING DEPARTMENT- Elle Ra I Fnspelr V E TOWN OF SOUTHOCT 2 5 2021 Town Hall Annex- 54375 Mairi , - P1N r . :> Southold, New York 11971-095 N OF SOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.«ov seand(cDsoutholdtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Electrician's Nam � rnj License No.: Elec. email: Elec. Phone No: NI ,request an email copy of CeTlificate of Compliance' Elec. Address.: JOS SITE INFORMATION (All Information Required) Name: Address: , Cross Street �l�! Phone No.: . Bldg.Permit#: Da email: Tax Map_District: ,1000 :-. Section: Block: Lot a BRIEF DESCRIPTION OF;V1/ORK-INCLUDE SQUARE FOOTAGE (Please P.rintClearly); krb g,R, *-Y 0,+1 Dy —'S ' 0 C�r C.c.s i ,�'� .. .�e L: Square Footage:.. . Circle All That Apply: ; Is job ready for inspection?: 0 YES NO Rough in Fin gal E1 ; . Do you need a Temp Certificate?.: YES NO Issued On FTemprmation: (AII information required) vice Size�1 Ph�3 Ph Size:. A # Meters Old Meter#ewervice0 Fire Reconnect[!]Flood Reconnect OService Reconnect❑Underground QOverhead # Underground Laterals . 1 FJ2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Switches Outlets G F I's OL rface Sconces H H's UC Lts Fans Fridge' HWQ�•J Exhaust I Oven t/v W/D Smokes DW Mini Carbon Micro .C Generator .' . .. Combo`. Cooktop Transfer` AC`.�f :.AH Hood Service ., 1 Amps_......._ Faye. Used l,�Jl Special: Q Comments:.. @ �o I 'TECNOLOGIES ARCHITECTURE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mattituck, New York 11952 631.298.1129 fax:631.298.1128 August 2, 2021 Town of Southold Building Department Southold, N.Y Re: Alteration to Ward Residence Mattituck, New York 11952 To Whom It May Concern: The four sets of stamped plans should read (Proposed alteration to existing Residence), in lieu of"As built". These plans reflect all propose alterations noted on the plans. If you have any additional questions, please don't hesitate to call. Sincerely yours, Frank Notaro, R.A. cc. A. Ward REScheck Software Version 4.7.2 Compliance Certificate Project Ward Residence Energy Code: 2015 IECC Location- Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Per Construction Site: Owner/Agent: Designer/Contractor: 2470 Sigsbee Road George&Alexa Ward John Condon,P.E. Mattltuck, NY 11952 Condon Engineering 1755 Sigsbee Road Mattltuck, NY 11952 631-298-1986 condoneng@optonline.net Compliance: Passes us;ing UA trade-off Compliance: 7.6%Better Than Code Maximum UA: 66 Your UA: 61 Maximum SHGC: 0.40 Your SHGC: 0.36 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. NOTE:Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck.Each slab-on- grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Cathedral Ceiling 328 49.0 0.0 0.022 0.026 7 9 Floor 1:All-Wood Joist/Truss:Over Unconditioned 328 19.0 0.0 0.047 0.047 15 15 Space Wall 1: Wood Frame, 16" D.C. 215 20.0 0.0 0.059 0.060 8 9 Window 1:Wood Frame:Double Pane with Low-E 52 0.310 0.350 16 18 SHGC: 0.32 Door 1:Glass 21 0.350 0.350 7 7 SHGC: 0.45 Wall 2: Wood Frame, 16"D.C. 128 20.0 0.0 0.059 0.060 8 8 Compliance,Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The prop ed building has been designed to meet the 2015 IECC requirements In REScheck Version 4.7.2 and to comply with the mandatory r ements listed in the REScheck Inspection Checklist. Name-Title natu D to G Project Title: Ward Residence Report date: 04/08/22 Data filename: C:\Users\Owner\Favorites\Autocad Dwg Done U-Z\Ward Sigsbee Structure\Rescheck.rck Pagel of 1 T SURVEY OF LOT 52A N AS SHOWN ON A CERTAIN MAP ENTITLED 'AMENDED MAP OF PROPERTY OF MATTITUCK PARK PROPEKnE5r INC.MATTITUCKr,NEW YORK FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON JANUARY 12.1926 AS MAP NO.W I 51TUATE: MATTITUCK w E TOWN: SOUTHOLD SUFFOLK COUNTY, NY - s SURVEYED 01-15-2020 SUS LK4- I -22# L�9 1000 \Aro35L r CERTIFIED T0: /^ o v' ONEILL FAMILY 7A17 IRREVOCABLE TRUST y 922%0 !�� �N�� �� N - N6 283 :pOOy P N �N ONo O ' Z6 yq0 'a 'AC'��.L g 1 G °� yO H 7 N 0JPll NOP �0t\N E Oo °v 9��.14P'1 NCQ \G. Zia 0�\v O VON 52P �r"o NN 00 <<c 09N `QA6, o Z�pp�l Von 50P 56g�2 'UMT FOM NOTPSi 150 EHLER5 LAND 5URVEYOR ��0� o JOHN C. ---x--t YAie Rat - 'Onpsap4f GN prr agrrd N W.w..r 0 Sr\R RAILRNr1 ��1 � m++,cd ee inr ww array. 6 EA5T MAIN STREET N.Y.5.LIC.NO.50202 7 3 Are a 13,1825q.Ft. RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 ws � �p, Area s 0. 02 Acres c jesurvey@optonlme.net2020-1031 r�lbr.ar.nal 4ur�wNn ie nldlm APPROVED AS NOTED OCCUPANCY OR DATE: a B.P.# V USE IS UNLAWFUL FEE: S�_fv BY: WITHOUT CERTIFICPTE NOTIFY BUILDING DEPARTMENT AT 0 F O C C U PA N 765-1802. 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - 1WO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION :MUST COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR SOi,'� .I %T WNZ6A DESIGN OR CONSTRUCTION ERRORS. �O�.. �C SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Additional N.Y.S.DEC Certification May Be Required. TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. / y y Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. ost Down from Ridge 20'-a1 2 1 -All concrete 4,000 psi after 28 days minimum. . - - - - - - - - - - - - - - - - - - - - 2-All rebarASTM A-615 Grade 60. — — — — — — — — — — — — -- --I I 3- Footings are to be installed on undisturbed virgin soil. The (2 8 Hdr (3) LVL Hdr bottoms of all footings are to be installed a minimum of 3' below o 0 grade unless indicated otherwise. HSS5x5x2 - I 4-All snap off form ties are to be removed and remaining openings a U I are to be sealed/grouted. I 00 I 2x12 RR j 2x12 RR I Fill CMUs with X CO I I 0) 5-The foundation contractor shall coordinate with the plumbing and 16"OC o 16"OCU Q Concrete electrical contractors relative to installation of sleeves and other I ( penetrations prior to pouring concrete. I m 1 ( I I 6- Backfill along foundation walls is to be clean material and is to w ; 1 > & - C. J: be mechanically compacted in 6" lifts to 95% of maximum dryto -' c, , density. I ani 1 1 CR r-I?AWL SPACE _j — — — —I-.- — — — � 1 X ti ORM j r 04 XF X 1 1/ost Down from Ridge N W 1 I I (3) 1.75 x 11.875 L L e/w(2)0.6_25 FP g n 3.5 x 11. X06 s -� -- ----- Fill CMUs with — — Ln IiI S-i 1 > -- > 4'-6"x 4-6 x 12 F -1 ti Lr _j 2 x 8 Concrete 1 , I ^JI X I N N 16"OC e/w No. 5 Rebar \ I > -, rn 11"OC ENvl ti c� _existing Beam -W -LID LO - _ HSSS x 5 x 2 u- r- r- -"f_' �' X to LO N I I � N � Mn r- � IL X X X X � X W e— W Fill CMUs with _ — I � u- 1[ x 4 x2 W S-i `�Concrete j 1 �'N J 3 .7 x5. L I- lu ^ W [//-HSS4 1 --—-- (3) 1,75 x LVL Flu 3h Existing Beam Existing Beam Fill CMUs with o 1 —� Concrete c C DA'f H �AP� LIVIN6 EAA. u- a, 3 rn u> � -� Mn W W W 1 W SS5x5x2 (3) 1.75x5.5 LVL Existing Beam - -- -- W 6 x 25 - A Flush Existing Beam DA5�MF_N1' r~ 1 W Fill CMUs with I?AWL SPA�� v 1 Concrete W W I STUDY ILL � m co W W X I5x5x'-2 Fill CMUs with Concrete 1st Floor Framing Plan 2nd Floor Framing Plan HSS 5 X5 X12 /16 (3) 1.75 x 11.875 2.0E LVL /8"0Bolts I I 2" 2„ 16" 8"0 Bolt I 2y2" - - - - O f$" 0 Bolts I I �- Design Loads: $" 0 Bolts - - _ .�1�,� —�- 1 L12 Roof&Attic-Live Load-20 psf 6" 3✓4" - Dead Load - 15 psf $'0 Bolts (2) 0.75"A36 Steel Flitch Plate 1 st& 2nd - Live Load-40 psf I 3/4"Steel Base Plate - Dead Load- 15 psf 8" 0 Simpson 1 /8"0 Bolts TITA (3) 1 .75"X 11 .875" LVL -Wind Loads- 135 mph-ASCE-7 MWFRS- Method 2 Custom Made Anchor Bolts ��� 16" Custom Made Steel Hanger Steel Hanger\ 1 - - �"� _ _ _ _ _ _ 6�� � � � � Design Criteria- $"0 Bolts HSS 5 X 5 X 2 i i i t I * NYS Residential Code R301.1.1 and utilized the methods O I 1* 01 - — - �„ - - - - - and procedures stipulated in Chapter 2 Engineered Design /16 11 11 and Chapter 3 Prescriptive Design in the 2020 American 1 3a Forest and Paper Association Wood Frame Construction 1 I i i (2) 0.625"A36 Steel Flitch Plate Manual (,2018 WFCM)for One and Two Family Dwelling Units 5"0 Simpson TITEN /1R-/, /3/4"Steel Base Plate 1 1 /8"0 Bolts and ASCE 7. 8 i i %/8"0 Bolts (2) 1 .75 X 11 .875 LVL 16" Anchor Bolts 1 1 I I 2 2' 2 I I I I "Coter LI F1 I I I S � s '• �, LID I I 2�I/�� 12 1 2 2 2 2„ 31 ' (1) 0.375"A36 Base Plate Details .�_ Steel Flitch Plate ' ` ' 2" D �- CIDScale: 1"= 1'-0" Flitch Beam Details rc� LO -1 Scale: 1 1 -0 Sic. 2 „ 2" 2 4 B Beam N Connection Details Scale: 1/4" = T-0' Condon Engineering, P.C. �ainnecfion DetaiIs Scale. 1 1 0 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Ward Residence Base Plate DetaiIs Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC C Scale: 1"= 1'-0" Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road s igsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed by his/her Date : 1-3-2022 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) 0 0 Number of Number of Joint Description Common Nails Box Nails Nail Spacing Framing Notes: RAFTER ROOF NAILING TOP PLATE Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist attention of the Engineer prior to construction. Simpson LSTA30 Ridg Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap HEADER at each Ra Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Wood Framing OR Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Simpson MTS30 Rafter Strap Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: RAFrER • at each Rafter Tail Rim Board to Rafter End Nailed 2-16d 3-16d each end . OP PLA WALL FRAMING Fb= 825 psi Top Plate to Top Plate(Face-nailled) 2-16d(1) 2-16d(1) per foot Fv= 95 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Fc perp=625 psi STUD Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. E = 1,600,000 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Simpson H2A Hurricane Ties 2. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. at each Rafter Tail Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Fb= 975 psi Fv= 90 psi 2 2-16d 1,2 per foot Fc perp=660 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1, ) ( ) E = 1,700,000 psi FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Bridging to Joist(Toe-nailed) 2-8d 2-10d each end accordance with the manufacturer's specifications. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 4. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Band Joist to Sill or Top Plate(Tce-nailed) 2-16d (1) 3-16d (1) perfoot 5. All floor sheathing is to be 23/2 inch AC type plywood, tongue and groove, with an APA span rating 8"0 Anchor Bolts 25" ROOF SHEATHING of 48/24. Floor sheathing shall be glued and screwed to the floor joists (6"O.C. edges and 12" C in n End Zones 29" I C in n Structural Panels(See Notes 4,5 and 6) O.C. field ). Oterior Zones Interior Zone 8d 10d 6"edge/12"field Perimeter Edge Zone 8d 10d 6'edge/6"field 6. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d Gable End Rake with up to 1'Rake Overhang 8d 10d 6 edge/6 field common nails 6"O.C. edges and 12"O.C. field. CEILING SHEATHING 7. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field WALL SHEATHING 8. Double joists are to be installed below parallel walls. Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 9. Blocking is to be installed at all point load bearing points. SIMPSON STA36 SIMPSON LTP5 5d coolers 5d coolers 7"edge/10"field STRAP Gypsum Wallboard 10. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. Simpson BP FLOOR SHEATHING Typical Wall and 11. All bolts nuts and washers are to be hot dipped galvanized. Sill Strapping Structural Panels V or less 8d 10d 6"edge/12"field Detail Steel (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 1. All steel is to be ASTM Specification A-992-50 Strapping Details to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall WtroScd^ be used to maintain load path. 2. All bolted connections are to be made with A-325 bolts. (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 3. Square/rectangular and circular columns are to be ASTM Specification A500. (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requimments shall be used. 4. All welded connections are to be done by a certified welder and conform to AWS and AISC (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For standards. framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters in 5. All weld joints are to use E70XX electrodes. total). (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6. Steel is to be prime coated. 7. All columns are to be bolted to steel girders with Y" bolts and to wood girders with Y2'lag bolts. 3"No.8 Screws 12"OC Framing Washer (TYp•) • Yz'Plywood Glass SIMPSON SPH4 STRAP SIMPSON LSTA9 Light STRAP <5> I Wood-frame Wall ' Glass MA I Y"Plywood 17N. 1412. See apical Window and Door Detail Framing A Li PATH Header Strapping Detail Li Plywood Openings Protection; Washer Each Corner I Thickness Depends on (Typ.) NTS . Window Opening Width(1) \_ Detail A-Typical Attachment of 3"No.8 11�bp��M Plywood Openings Protection to Screws 12"OC Wood-Frame Building Note: In Lieu of Screws,lugs with Nuts and Washers May be Used 'i Alternate to 140 Mph Certified Window Installation CL-05. [3�t�p�OM p ta ' .•, .,.Y Plywood Panel Window and Door Protection for Wood00 Xy Framed Buildings aS1 .�;; 3' -_ci , e.. 4. FESSI Scale: 1/4" = 1'-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education W a rd Residence Aftk Aft Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Sisbee Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 9 9 5�C O N O O AN the seal of Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck New York 5 Z Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 1-3-2022 , signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 G� N� N0 5 CONS-MUCTION L-�G�Nb �L,�C-TICAL L,1�6�NP IN%U ATION N01T-,5 bOOf� 5CNFIbU[l� NOTE' � CONTRACTOR SHALL NOTIFY TNF-AIZCNI1I�CT 19191019 TO ANY ANP ALL N CHANGF-5 TO THF-CONSTRUCTION PPAWIN6519UF- TO FIELP CONPI110N5, W POOR # WI19TH; HEIGHT, POOR MAT'L, ORF-IZATION; LOCATION/QUAN„ CLIENT PF-QUE5T5,ANP OR GENF-R& CONTRACTOR PEVI510N5, I ALL WORK PEPPOPMF-P SHALL MF- IN COMPLIANCF-WITH ALL FF-PEPAL, STATS & LOCAL ® NEW F-X1�f210P PAP11110N -2" X 6" WOOF STUD WALL W/ 1/2" CPX NO-M: ALL ELF-CT121CAL WORK 10131 IN ACCOPPANCE WITHTHE PULF-S & a lu MUILPING COPE5 ANP OPPINANCE5, PLYWOOD, F-XTSPIOP 5HIEATHING C TYVEK WP.APPF-P & TAPF-P) , PMGULA110N5 Op TNI; N,YM,F,U,ANP A CF-PT1FICAS -ROM TNS N,Y,B,P,U NVY, DUTY SLIDING HALL 2ND, FL <I) PPOV, NF-W CSPAR 5HAKF-5 TO MATCH F-A5t'6,TYE & F-XP05UR, I5 TO BE PPESF-N1EP TO THE OWNF-P AT TNF- COMRLF-TION OF THE OI JOB, 21-411 6'-8" MA50NI75 POCKF-T POOL, � - 2, M TOPE COMMSNCSMENT OF WO?K, TH- GENF-PAL CONTRACTOR SHALL FURNI5H OWNED OR ARF, EQ, (TYPICAL ALL ARFA5), TNF- OWNEP SHALL PPOVIPF-ALL 5UPF,<F, MOUNTSP LIGHT`FIXTURES,ALL NEW EXT�PIOP WALL51 2"X6" WOOP STUP, P-21 FOIL FA, NIGH PF-N5ITY HVY, PUTY OVER--HEAP TRACK & FRAME W/ GA%f,TSP POOL:STOP, }� I r & AP.CHITF-CT WITH CORIS5 OF ALL PEQUIPEP IN5UkMCF ANP WORKER'S COMPF-N5AVON ALL F-XTSPIOP TRIM A5 NCIMP ON TNF- CONTPUCT10N PLAN5, OTMEIZ ELEC1121CAL EQUIP.tO BE SUPPLIF-P MY ELEC1121CAL CONTRACTOR, INSULATION PY CF-I2TAINTT;F-P' OR APRPOVEP SQUAL, JELP-WEN CAW3RIPGF- 5FRIF-5 5OLIP PAZTICLF-MOARP COPF- OR APP, SQ, � Q\/`�I N� I� 15� v CF-PTIFICAT�5 INCLUPING NAME5 OF ALL 5UMCONTRACTOP5 INVOLVEP IN TNF- CON5TRJCTION, 2O 2'-6" 6'-8" MASONITE LEFT/SWING M,P, CL-05, (1) IV �V V a >- ® NF-W IN1 Ef210P PA121 IT10N -2" X 4" WOOF STUD WALL W/ I/2" CPX NEW AtTIC/POOP; T`2-38 KRAFT-FA, INSULATION BY 'CERTAINTEF-P' OP PIGHt/SWING B,P" CLO5, C 2) INTERIOR SIPF- - I LAYER 1/2" GYP, 1319, 5CRF-Vxp/TAPEP 130TH 5IPE5, ALL SWfTCNSS ANP PF-CEPTACLF-S TO ME 'LU1120N', "PSCOPA" COLOR T,B,P, APPPOVEP EQLIA-, O z 3,THF- C ARCACTOI:S SHALL ME PESPON F A FOP ALL PIMF-FROM & CONPMONS ON THE INTF-PIOP TRIM -3 1/2" SQUAR. POPLAR TRIM W/OGF-F- "POLITE" MCE55SP POWNLIGNT5 TO MS "UGHTOLIEP" OR APF, EQ.TRIM -WHITS, CRAWL 5RACE; p-21 K.AFT-PA INSULATION WITH PI20FEP WIR2 TIES JELP-WEN CAMBPIPGE SF-PIF-S 5OLIP PARTICLSBOA2P COP2 OR APP, EQ. \ O JOM, TNF-AP.CNIT•F-CT MUST MS NOTIFIF-D OF ANY VAP.IATIONS FPG'M THF- DIMF-NSIONS SHOWN, /\') 151', & G.NV � r I, , CONS�?UC''ION I��ANS, � z ON ALL POOP5/WINPOWS INT�PIOP WALL5; P-21 MATT INSULATION OR APPPOVSP SQ O 12'-6 11 6'-8 MA50NITF; FIGHT/SWING MPSF-MENT(I) 6" 5QUAPF- POPLAR BA5E W/OGF-S "POUTF-", NOTE. CONTRACTOR SHALL PPOVI19E 191MMEP SWITCHES FOR ALL PF-CE55, PROV, MLUF-%IN VP 100 5F-LP APHF-I2F-P WAIF-R RF-515TANT AII;Z PAI MFR MF-MI3PANF- 4,THF- COTHNZCTOP SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THF- PPAWINGS ALL WINPOW5 W/ MOTTOM SILL, U,O,N, POWNLIGNT5, VERIFY LOCAT10N5 OF ALL I:LF-C, PEVICE5 WITH CLIENT, ALL SXPO5EP SURFACES, (TYPICAL ALL ARF-A5) "JF-LP-WEN CAMBPIPGE SERIES" P,P,5,C, SOLID PA1211CLEBOARP COPE OR APP,EQ. U UNLESS OTNSIZWISF- NOT1 D, PPOVIPE MOISTURE PM515tANT GYP, MP.(GREEN BP,) FOR ALL An 5,THF- CONTRACTOR SHALL ME PS5PON51MLE FOR APF-QUATF-LY[3ACING & PPoT�CTING ALL MATPrOOM W&I-5 ANP CL65, PPOVIPS CSMSNT WALL 1319, FOR ALL `2 13A5�M�N�' I��AN & PLUW, f?I5�� nIAG, WORK PUPING CON5TPUCTION AGAINST PAMAGF-, BPSAKAGF-, COLLA'5E, P15TOPTION & A?SA PF-CEIVING TILE:, INCLU2I1\16 FLOORS, (t DUPLEX F-LF-CTIZICAL PECF-PtACLE EX S4511N6 TO PSMAIN, CNF-CK HINGES ANP KNOMS, z MISALIGNMENT ACCOPPING TO ALL ARPLICABLS STATS ANP LOCAL COPSS, INSRIOP PAINT-T`O BF- "MENJAMIN MOODS" U,OX, ONE COAT PPIMS (Vnt7 POUBLF- PUPLSX F-LF-CTR.ICAL R? arTA,✓LF- /\'� I f?5�" ��001� C�IL I NG, �t?AMI NG Fl-AN 6, THF- GEN'L CONTRACTOR SHALL PAY FOR ALL PERMITS, FF-F-5, & C051'5 PELATlW TO THF- & TWO COAT5 SATIN FIN15H(COLORS T,1312 BY OWNF-P) U,O,N, 4)5c PUPLEX 5r--PARAS CIRCUIT PECF-PTACLE I I�UM�I NG li Gli N V ALL TRIM TO CSF- 5ATIN FINISH, BATHROOM FAINT TO HAVE MILPICIPF- }� /� �i I II �i ALL WINDOWS; ANPEPSEN "400" WI N V O V V 5CHl PUL �P221 U,O,N„AP, 51M�ON LASP, PINT N WORK OF THI5 CONTRACT,THE GF-NER& CONTRACTOR SHALL INITIATt ALL 12F-QUIMP A7PITIVE, tai PUPLF-X PSCEPTAalS/GPOUNP FAULT INTF-PRUPT INSPF-CTIONS OF ALL WORK COMPLE1U9 UNDSP 1H15 CONTRACT UNLESS 01HF-PWISE NOCE19, ® PPOVII7F-ALL NF-CF-SSAP.Y PLUMBING POUGNING ANP VENTING A5 SNF-DPING GLA55, 51MULA1�P PIVIPF-D A-�1' N,� 5,� � ,� & W. ���VA1'I ONS� � � ® HApPWP, FLP, - SELECT WNITF- OAK 2 I/4 W„15LM, FSLT UNPSPLAY, $ WALL SWITCH P INPICAMP ON CON5TRUCTION PLAN5, FOLLOW ALL NECESSARY LIGHTS/ WHITS PPEPANT, INT`,JAMB5, �T 1 O1 = 7,THE 5UB-CONTRACTORS SHALL AT ALL TIME5 KESP THF- pPEMI`.555 CLSAN ANP AIRF- FIN15H -3 COATS OF CLSAR,SATIN POLYURETHANE (PACIFIC BR.ANP) , wCO R2 5pON51BLF- FOR REMOVAL OF ALL PUBBI5H CPEATEP BY THF-IP'INPIVIPUAL TPAPE5 UO,N, SUB-FL -3/4" THICK PLYWOOP OWP ANP NAILED, $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH N.Y,S,,qNP LOCAL PLUMBING COPF-S THAT APPLY T`0 WORK T`0 BF- x „ COMPLST�P, PPOVIPF-ALL NECS55AIRY PPAIN VALVS5 FOR opUNI POUGN 5UB-FLOOR-3/4 THICK PLYWOOD GLUEP ANP NAILSP C T1LE A2 A,5). $ns PECE55SP POOL:ALTIVASP 5W I'CH ANPEPSEN PEFSP, NO. OPF-NING OPENING QUANTITY PSSCPIP110N 8,ANY "EXTIRA5" FOP:ANY ANP ALL FIF-LP CONPIIION5/SUBSTANTIAL CHANGES SHALL BF- ALL W IZAT10N,5 A TO CONSTRUCTION WITH 5 FOR FIX1UPE A-nN6 WIP1H NSIGHT �`�� 151'. & 2Nn, �� , b�MOL I�'I ON I��ANS, _ _N POCUMF-NTF-P WITH THE: COST`F-5TIMAT'F- & ARRPOVEP BY OWNF-P ANP Or HI5 AGSNT l'EFOPF- ® HIARPWD FLP., - PECS55F-P POWNUGNT C IOOW) " LIGHITOLIEP" or.APP F-Q. ALL WASTE UNSS ARS TO BF- INSULAT�P WI1H SOUND ATTF-NUAI1NG U SELECT WHITA OAK 2 I/4 W„15LM, FELT UNDERLAY, C TO MATCH EX.) IN5ULP,T10N(TYP,ALL Al2F-A5) AOCX245 5'-3 1/4" 41-5 3/8" 2 CA5EMF-NT/EGPM55 / t� STARTING TNF-ADDITIONAL WORK, FINISH -3 COATS OF CLSAP.SATIN pOLYUPETNANS (PACIFIC MR.ANP), � EXTF-f210f2 PECESSEP POWNLIGNT(IOOW) " UGHtOLISfZ" OP APP, EQ. W/ H, MULLION BA12 / 5UB-PLOOP -3/4 THICK PLYWOO19 GLUF-D ANP NAILF-D, ® p120VInF- FI2051'FIZF-F- NOSF- BIBS, ���J P N., 5., � �, Sc W. b�MOS I�'I ON ���V, ��\��\� 9. POUMLF- FLOOR JOI5T5 APF- TO BF- IN5TALLSD UNPF-P ALL WALL PARTION5 PUNNING, NOTE; INSTALL NEW WP. FL,TO MATCH EX, IN AREAS AFFECSP BY NEW CON5TPUCT, CEILING MOUNSP JUNCTION BOX HB \ 1\\ PAIZALLSL TO THF- FRAMING PPOVIPE POUBLE H12P, JOISTS At ALL OPENINGS, REFER TO © 1\\ ® SNOWED NF-AP C FROST PPEE SHOWED BODY) F-XI5T1NG WINDOWS T`0 fZF MAiN, n � 0 CON5'MUCT10N PWG'S, FOP SIZE5, � WALL MOUNT�P JUNCTION BOX S / �-��X �x15�'ING ® 6A5 LNF- FOP, BBQ, PPYEP & OVEN, GA5 TANK LOCATION A5 NOT�P 15-r, & 2Nn� F� , r�AN5, 10.ALL FRAMING LUMBER TO BF- POUGLA5 FIR #2 CON51, i5rAPF- OR EQ. WALL MOUNTEP PURL SPOTLIGHT G ON 51S 5URVF-Y, WITHIN THF- INNF-P ORA55 ARF-A OF TNF- CIRCULAR. FBI �PPIVEWAY, NOTIFY OWNF-P IN CA5E OF 12F-LOCATION,11.ALL EXIUIOP STRAPPING T`O MS ABOVE Op BENEATH F-XTEPIO2SHF-ATHING, NF-W CSILING MOUNT�P JUNCTION BOX FOP SUPFACF- FAN/LIGHT111b .\A-8�WITH DUAL SWITCH AT WALL, FIX1UPS ro BF- SUpPLIF-19 BY OWNSf', ALL SUPPLY&WASTi UNSS ARE TO BF- INSULATED WITH SOUND X �XIS�'ING N ,, 5,, � , & W, F��VA�'IONS, \111 �� CON �AC�'OI� N01�5 ATT�N N \\ UA11 G INSULATION, <TYP,ALL) \\\\\ NF-W CF-ILING MOUN1 EP JUNCTION BOX POP ® \�����\ PSCE" HF- SXNAUST I \� \\\ FAN/LIGHT WITH DUAL SWITCH At WALL, MPOAN NSAVY DUTY UNIT FD FLOOD.PIRAIN; PPOV,A 3 PIA,X 3 P. CATCH BASIN, �\\ AFT1;P PSMOL1110N, THF, CON1RACTOP WILL INSFF-CT TNF- EXISTING OR APP EQUAL ��\\ NOS � � 51RUCTUIZF- & NOTIFY THF-AI2CNI11:CT OF ANY PIFLD CONDITIONS& 012 DAMAGS T`0 THE EXI511NG 51RUC1UPF-; Q NEW 5TRUCTUPEP CA3LE C To BF- WIMP TO CENT. CONTROL BOX) OWNER TO SF-LSCT•5TYLE5 OF FIXT. INCLUPING THF- FOLLOWING; I MACiN TO V F- F-1 FLOOR, CEILING, OR,ROOF JOISTS THAT DIFFF-P sr SINKS,TOILETS, TUM5, FAUCETS, TUB FIXT., & SHOWER CONTROLS. PF-P MQUIPEMENT5 BY TNF- NEW YORK 5tAS PE5IPF-NTIAL CON5112UCT10N COPF-, WF- CF-PT1FY FROM THF- CON5T12UCTION PLANS, FIXTURE ALLOWANCE TO BF- PPOVIPEP TO OWNED BA5EP ON TYRE5 OF FIXTUR. 5 THAT TNF- 19F-SIGN CPI1;PIA IS PONF- PEP PPESCI?IPT1VF- PSSIGN,ALL CT 1HE LOAF ®sn SMOKS/GAPMON MONOXIDE 19STSCTOP, TO BF- WIPF-P TO CF-N 'AL 5ELSCTFP, ALL FIXTUPF-S T`O BF- PUPCHASEP & IN5tA I-EP BY THF- PLUMBED, U.O.N. THAT VA110N5& STRLI:RIA 15 PLANS COMPLY WITH ALL OF NSW YORK STATE CON51 UCT10N 2, RClTTF-P OR CRACKED F-X, FLOOR, CEILING, kOOF JOI5T5,WOOP STUP5, CONTROL BOX, 0R SHEATHING,A PET RMINATION WILL ME MADE A5 TO THEIR PEPAIP 012 �XI51'ING I��CK 1'O 12�MAIN COPE BASED ON C AF&PA) PSPLACF-MENT, AC H�AVNG N01-r-,5 s PSMOVE EXISTING PECKING & PPOVIPE NEW PER R? L?UIf2EMENT5 BY NEW YORK STATE PS51PFN11AL CONSTRUCTION, 5 4" X 6" IPE IPONWOOP PECKING 012 PIOVI19E TH? ZONE HEATING ANP COOLING 5Y5T'SM CONSISTING OF; APPPOVEP EQUAL ? E45-1-16. BOILSP To PEMAN U,O,N, CHANGE HEATING UNIT5 A5 PEQUIPSP, - - - - - - - - - - PE�Frurwpmr- 5rFlr,5, 177 5�TR 7\7 r-COW ;UK5' NLF-S \WISE NOTeP, NOTI 5UGGF-5T'F-D LOCATION5 ON PWG,A-1. O "CAIRPIF-P' A5 PSQUIPSP) AP HANPLF-PS UNLF-55 OTHF-PWISF- Q OTEP, NOTE SUGGSS CATISIZE ALL ONS ON PWG,A-1. SL P \ 1 PG, R2 COMSNPATION5, v } O NOT WASP,COIL5, CF-LING/ PLO PER ENGINEERING PECIFICAT10N5, INPIVIPUAL PER 5PACE 5ECONP & FIPSt » LOOP5, NOTE; APP ANTI-FREE NTIPE 5Y51T-M, �i z MT� PROPO F-W FLOOR/CEILING P2 615Tr--R5 TO BF- INSTALLS PJ X nil- SXl5t'G,CABINF-TS SINK 5tOVS & P.W.TO F-X R2 MAIN, PROTECT PUI:ING CON5TRL.ICTION X PHASE,REMOVE 18'' SNP BASE ANP UFPI R' z CABINF-T& PR.OV, NEW 2" W. FIN. SNP WALL, INPICATE5 POINT LOAP TO BE CAWIF-P T`O A F-X 2' X 2' X I' P. P, CONC.FOOTING THI5 POINT LOAP, I06 II LJ - - - - - - - - - - I F-x77 II nil 6 4. 10519 I I C -I INPICATF-5POINT'LOAPTOMF- CAROEPTOA ------------- Q. I \ I I I I I I I I I 1 I I BEAM SUPPORT OR TO FOUNPATION WA.L I L3 ILF- I I I - I I I I/ I _I I I I I MF-LOW, (TYPICAL,ALL A125A5) I I I I N,I I I-� - � I I I I I I I UIQ I i ON I _ I I ( I I I I \ DN. II I 11 � II IIP'I I II I I I J 3 \ I 7 ® I I I I I I I I I1 1 LL J J I I I O I I I I I U�' I I \� I® I _ _ I I 517 use _ _ _ _ _ OX 1;4 A�� \ c ExlsnNa) IZ \\ I SX - - - - - - - - - - - - - - - - - l I _ C EXISnNG) C EXISTING) I I LJ L I ILJ It, LJ I C EXISnNG) f MOF05N17) 113 -- I / ---- C EX15-xn I \ CpPOf'OSNn) CEX15nN6) ----- ----_- "-- - ® 1 1 05P \ ® ------------3 N SP z u,a 1 1 Ex F-x Ex M - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - J �> > 5F,CONP F � 00E-, PLAN F 1 19 5-' F 0 0 1 19LAN °212, a�N, _ 5CA,F-; HIS NOT1/ 411 P -0''11 O I I I C li 5� OAK TP.F-A195, MALU51�P5 ANP CUSTOM PALING(CONTINUOUS) W,PINE PNISF-F25, PWG, NAMF-; PINF- TMA25, OAK WALL PALING W. PINE PISEI25, -�)-TH15 LOAA MED MUS5T f P POINT LOAF TLME TRANSFEIZEP -7 .6 .21 151'. & 2Nn. W/ ADEQUATE VPI1 ECAL MPACING C0N511'.UC1'I0N pLAN5 NOTE; THS5S PPAWN65 ARS IN5TPUMFNT5 OF 5EPVICE & FACTOR TO NOTIFY THE ARCHITECT AM THS PPOPF-PTY OF THS APCHITF-CT, NO OF ANY ANP ALL PEVI51ON5 PUF- TO FIF-LP NO CHANGF-S& OR MOPIFICAVON5 5HALL BF- PWG. NO.: COq7FTT0lT5,7-7ZNt,ANP OP GENSPA- ALLOWSP W/O W IMN AJITHOPIZAT10N BY TNF- CONTRACTOR WHICH PIFFEP FROM THE ARCHITECT,ANY PSPPOPUCTION IN PART OR WdOLF- CONSTRUCT PPAWING5/5rSCIFICAIION5, 15 STRICTLY FPOHI131TF-12 PY LAW, A- 1 v1 � W � N • I--II � v � } Prop.PLUMBING plXt, I I pX151"6,rLUMDING -IXt,/ � U rOUGNING per COP&, // -'� �� 10 rMAIN, II/T'� II/2" U W,c, *f7l 5�CONP FLOOR I — I \ � ------------------- ---------------- °.ENr ? s N ------- — ---_-- — —————————————1———— O 3"VENT � \ \ U _r-XI5T'G,pLUM131NG PIXY,/ %'r KI 1� \ ROUG ING To rGOUGNINt0 r�MAIN T,/ \\\ II/2" I `6 �\\ K,51NK V W W.C. I6A1N SINK \\\ FIRST FLooR \ MIMMEN \ \ c,o, \\ roman SNJIfPKY 5V52M `,O1 4� a• p[-UMI3IN6 PIAGPAM I/8"SLOPE PER I' I/8"51.OPE PEk I' 4"TRM _ - - - - - _ _ _ _ = _ - _ o G,C, TO IN5PFCT FXT, FPN, WALL FOR ALU CkACK5 & 5FTTLINC4 TO 12MRMINF IF ANY z APTO02CING IS PF-012,R O (FIR5T FLOOR CEILING) PROV, 2- 1 15/4" X 9 1/2" MICROLAM U FLU5N FOTCN PL.13M,W 1/2" X 9" 551- FI-ATE (CONT. & BOLT 8" PIAL PATTERN), SUPPORT 130TH M)5 & MIPPLE-� W/ 4" PIA. 06 5TL, COL,TO TOP OF FOUNPA110N WALL & -\L & 2' X 2' X I' P. P. CONC, FOOTING IN 19A5F, _ 1L Ll I P20V, CONT, 3 1/2" PIA, 5TL, COLUMNS Z AT ALL POINT LOAP AMA5 IN 13A51WFNT, (TYPICAL AT ALL POINT LOCA110N5,) Up 13 R. PP•OV, CONT, 3 1/2" PIA, 5TL, COLUMN5 _ —_ AT ALL POINT LOAF AI2FA5 IN PA5PMF-NT, (TYPICAL AT ALL POINT LOCATION5,) V I ( I AS M Nn r;XI5T'G, CONCRFTf-�: FOUNDATION WALL5 TO REMAIN, CHF-Cr,FOR ANY CRACK 012 ice-xrsl IN(A) Li 51 TMING, (TYPICAL ALL AJ2r-�A5) , N Z n 1L1 7- NOTE.:: .���'� a III RL INPICATF5 MA21N6 POINT LOAF O TNI5 LDAP MU5T nTRANSF�R�D tr C3 > �'> W/ AM.�QUATF VFR11CAL BRACING, O tA�gr X212 �pQ QF NES ,1 - 5CALF-I 1/ off - P -0" -O" PWG. NAME, 7'6 '21 13A5�MF-N1' R-AN & PLIUMl31NCI 1:15 THF% PRAWIN65 ARF IN5TRUMFNT5 OF 5FRVIa & PIAOt AM ARF TNF PROPERTY OF TNF ARCHITECT, NO NO CNANG65& OR MOPIFICA-WN5 SHALL M ALLOMP W/O VWITTFN AUTNORIZA11ON 13Y TNF PWG. NO.; AP.CNITFCT,ANY MPIZOPUC11ON IN PART OR WNOLF, 15 STRICTLY PRONIf31'fl;n 13Y LAW, A- 2 N 1,AUL, WORK PNRFORMF-P 5HA-U DF- IN COMPLIANCN WITH ALU FF-PNM, 51'AT1; & LOCAl- DUIL,PING COPF-5 ANP ORPINANCF-5 1L, Q� 2. DF-FORF- COMMF-NCF-MF-NT OF WORK,TNF- GF-NF-RAL CONTRAC1'OR SHALL, FURNISH OMFIR �� U & ARCHITECT WITH COPIES OF ALL, RF-QUIRF-2 IN51JRANCF-ANP WORKF-R'5 COMPF-N5AVON ` i> CF-RTIFICAT�5 INCI-UPINCA NAMF-5 OF ALL, 5UDCONTRACTOR5 INVOL,VF-P IN TIF- CON5TRUCTION, 3. THF- CONTP.ACTOR5 SHALL, DF- RF-5PON5113LF- FOR ALL, 12IMF-N5ION5 & CONITION5 ON THF- O z JOD,THS AZCHITF-CT MU5T DF- NOTIFIF-P OF ANY VARIATION5 FROM 11HF- PIMNN51ON5 SHOWN, O z 4. 11-IF- CONTRACTOR SHALL, 5UPPL,Y AU L,ADOR ANP MATERIAL SHOWN ON THF- PRAWIN65 UNLF-55 OTHF-RWI5N NOTNP, U 5,THF- CONTRACTOR 5HA-L DN RF-5PON51DLE FOR APF-QUATF-L,Y DRACING & PROTF-CIING AUL, O WORK PURING CON5TRUCTION AGAINST PAMAGF-, DRF-AKAGF-, COI-L,AF5F-, PI5TORTION & z M15ALI6NMF-NT ACCORPING TO A-L A'PL,ICADLE 5TATF-ANP VOCAL COPF-5 O 6.TNF- GNN'L,, CONTRACTOR 5HALL PAY FOR ALL, PF-RMII75, FF-F-5, & CO5T5 RF-UAI'ro�P TO 11-IF- U WORK OF TH15 CONTRACT,THE GF-NF-RAL CONTRACTOR 5HA.L IMTIATT;ALU RF-QUIRNP IN5rCVON5 OF ALL, WORK COMPL,N1I;P UNF-R TH15 CONTRACT UNLN55 OTHF-RWI5F- NOTF-2, V \ N 7,THF- 50-CONT'RACTOR5 5HALL AT ALU 11MF-5 KF-F-P THF- PRF-M15F-5 CLF-,AN ANP ARF- — RF-51'ON51C3UF- FOR RF-MOVA- OF ALL RUI31315H CRF-ATF-P DY TNF-IR INPIVIPUAL T2APF-5 U,O,N, B.ANY"NXTRA5" FOR ANY ANP AL. FIF-LP CONPITION5/5Uf351ANTIAL CHANGF-5 5HA L. DE N POCUMNNF-P WITH THF- C051F-5TIMAS & APPROVF-P 13Y OWNF-R ANP OR H15 AGF-NT DF-FORF- \ S 51'A21IN6 TH- APPI110NAU WORK,9. POUD�� FXOP J015175 PAP.ALL, TO THF- FP.AMING�OVIIPF- POUDL,F- NPR, J015 5 Ar k.L, OMNN�55RN SRI O CON5TP.UCVON PWG 5. FOR 512N5, �\\ 10.AL, FRAMING L,UMDNR TO DF- POUGLA5 FIR #2 CON5T,61M'F- OR NQ, \\\\\\ 11.ALL, F-XT�RIOR 5T RAPPING TO CSF-AI30VF- OR PFNF-ATI-I F-XTF-RIOR 51-1F-ATHING, \� \\\\ l , NOS N PF-R RNQUIRF-MF-NT5 DY TNF- NF-W YORK 51'ATF- RF-51PF-NVA, CON5TRUCT10N COPF-, WF- CF-RTIFY THAT'VN PN510N CRITF-RIA 15 PONN MR PRF-5CRIPTIVF- PF-516N,hl- OF THF- L,OAP CALCUUATION5& 5TrUCTURAL PLAN5 COMPUY WITH AA- OF NF-W YORK 5TA1�- CON5TRUCTION COPF- PA5F-2 ON ( AF&PA) — — — — — — — — — — — I I � zz Q)^ I _ LU PROV, 2- 1 3/4" X 5 1/2" MICROL,AM w FL,U5H FLITCH PL,, DM,W/ 3 8" X 5.25" 5TL, PLATF- (CONT, & DOUT 8" PIAL, PATT,) "DF-TTr�R HF-APF-R" DM,#46 ENG. L,UMDF-R. x i Z (� 5UPPORT ONF- F-NP W/ 3 1/2" 5TRUCT, 5TL, (FA13RIC�P & CO NF-C1'TO CON GIRPF-R,) N I I u O (ONF- RF-Q'P, FIF-LP MF-A5UR L,F-NGIN z 1�1 m v�� - - - - PROV, 2 - 13/4" X 6" GP MICRO-LAM F1'U5H & TF-CO F-XI5T, NF-W C,J, TO MICRO- �o L,AM AFTF-R INSTALLATION, — — — — — — - — — — — — — — — — — — — it I III ii (6j — I I I ff-I ? PROV,3 - 13/4" X 9 1/2" MICROUAM PROV, 2- 1 3/4" X 5 1/2" MICRO[-AM ?p T- _ I I \ I I I I I I I I I I DNAM RF-PL,ACING 5TFF-L DF-AM5 SUPPORTING FL,U5H FLITCH PL,, DM, W/ 3/8" X 5,25" ~ ~ V I I I I I I C.J.ADOVF-,('rO'A. 3 AZF-A5 A5 NOTNPJ I 511-, PLATIi (CONT, & DOUT 8" PIAL, PATTJ I I 14 R, I I I II I I SUPPORT ONF- F-NP 3 1/2" PIA. 51L COU. "DETTF-R HF-APF-R" #46 F-NGINF-NR, L,UMDNR, I I I I I I I I ANP "TF-CO" TO NF-W MAIN DF-AM, SUPPORT'ONE F-NP W/ 3 1/2" 511ZUCT, 5111, I I I I I U-J_ J COU, & OTHF- F-N R P W/ 3/8" 6U55F-T PL,.FAPP sAl I I ° � IJ (THRRQ'P F� P MF-A5UR LGTNTDn.) _ I I PROV, 2- 1 3/4" X 117/8" MICROL,AM p z FUU5H I UTCH PL,,DM,W/ 1/2" X 11'' — — — — — — — -STL LAT C CONT. & DOLT-6" PJAG PATS? — �a "MVITI R HF-AMR'' DM.#56 F-NG, LUMDF-R I — — — — — — — — — — — — — — — — — — — — — — — — PROV, 2-I 3/4" X 9 I/2" MICROUAM ( 5UPPORT DOTH F-N95 W/ 4" 5T1ZUCT, 5TL,, — UVL OVF-R ALL, PR,/WINOW/ & vim 01065, <OHF- RF-Q'P, FIF-UP MF-ASUR L,F-NGTH T,D,PJ F-XTFNP 8 DF-YONP ACTe& OPG. I (TYPICAL A-L,AZF-A5) PROV, 2 - 1 3/4" X 6" GP MICRO-LAM - N L,VL UNPF-R PAP,TITION5(TYP,ALU AZNA5) `� z INPICATF-5 POINT L,OAP TO DF- CARRIF-P TOA DF-AM SUPPORT OR TO FOUNPATION WALL — — — u p u DF-L,OW, (TYPICAL ALL,AR1 A5) U _ z I _ z N w~ I w / I \ xX I X N N - - - - - - - z fl z fl s�CONP FL, 00P-, PLAN- � I �s�' F L 00 P-,, C� 1 1 NG F P-,,AM I NG PLAN- f N N OF NE`N SCAUF-; NOTF-; INICATF,5 DNAZING POINT L,OAP or r I c� 5FIT PWG, NAMF-; FIF-UP CONPITION; IF F-XI5T'G,CF-IUNG JOISTS AM PIFFM-NNOS P,THAN NOP, RF-MOVF- THIS LOAD MUST DF-TP.ANSFF-R �6 21 W/ APF-QUATF- F-RTI VCAL DRACINING, THF-M ANP RF-PL,ACE WITH NF-W 2" X 10" CUING J0151', 2 Nn F[-. MAMA. NOTE; THESE PRAWIN65 ARF, I1\15TRUMENT5 OF SERVICE & PLANS 70lTTRACTOR TO NOTIFY THF-AZCHITI;CT ARE THE PROPERTY OF THE ARCHITECT, NO OF ANY ANP A-U RF-V1510N5 PUN TO FIF-LP NO CHAN6E5& OR MOPIFICAVON5 SHALL DE PWG, NO., COt lP f NT, ANP OR GF-NNRAL ALL,OWF-P W/O VVRIT11sN AUTHORIZATION 13Y THE CONTRACTOR WHICH PIFFM FROM TNF- ARCHITECT,ANY REPROPUCTION IN PARC OR WHOLE CON5TRUCT, PP.AWIN65/5PNCIFICATION5, 15 5TRICTLY PROHIBITER DY UAW, n v1 � rr� � o z U ZV , z 12 Ir Io - -_______ -- - -- - -- - - - CID --------------- � � til ---------------------- ���\\\ ` % \.;: I I -------------------------------- 7/Wpwr/,�Jom 100 �X MR/ I 0 I I- - - - - - -- -- - -- -- - -I- -- -- -- -- -- -- -- - --------------------- --- --------------------------I-------- F 7 O � U � z� L, �VAVON M5-r � � �VAVON � � � z X L zo O 06 / U - 8,5 ----- ----------- PROV, CF-PAR 5HAM5 TO MATCH E X151'G FIN15H Pr-IR CA�NT'5 IN5T2UC110N5. �XI005UM TO MATCH rXI5T 6. VON>\\\ -------------- go,mam \m\S'��1,\ "S alm 12 /i I I I --=-=---=-=====--- G�N� N0 5 P� MOIIITION N0TF15 I, ALU WORK PRRPORMSP 5HAL1- (3R IN COMPLIANCR WITH FLl- MPMAL, 5TAT1; &LOCAL N PULPING COM5 ANP OR12INANCR5, rm5m6 WALL 10 REMAIN 2. MFOP5 COMMSNaM�NTOF WORK, Tl-l5 GENE=RAL CONTRACTOR 5HALL FURN5H OWNF;R @U = & AI?CHITI%Cf WITH COPE5 OF ALU REQUIRED IN5UIZANCE ANP WORKER'5 COMMN5ATION ----------- F-X15T'ING �XT�-:Oor WALE \ CERTIFICATE5 INCLUPING NAME5 OF ALU 5U3CONT'RACT0R5 INVOUVEP IN THF;CON5TRUCTION, ----------- I"O 1x� RrMOVr-P 3. THE CONTP,<'rOP,5 5HALL 13E RE519ON5113UE POR ALL 1:2IM�N5ION5 & CONPI1ION5 ON THE rX1511NG POOR/WINPOW 1'O I:EMAIN, O ? O J013, THE AP.CNITECT MUST MN0TIFIEP OF ANY VAP.IAT10N5 PROM THE DIMENSIONS SHOWN, -4,THE CONTI2ACT012 5HALU 5UPPUY ALU LABOR ANP MATERIAL SHOWN ON THE MRAWIN65 O F-XI5TING IP00r/WIMPOW TO I3r-- PFMOVF�P. z UNI-E55 OTHE W5E NOTEP. U 5,THE CONTIZACTOP.5HALU 13E M5PON5113UE POR APEQUAMI-Y 13ACING & PROTECVNG ALU WORK DURING CON51RUC110N AGAINST DAMAGE, P MAKAG;, CODUAP5E, P15TOI:T10N & MISALIGNMENT'ACCORPING TO ALU APPLICABLE STATE ANP VOCAL COPE5. O 6.THE GEN'L. CONTRACTOR 5HALL PAY POR ALU PERMIT5, PEE5, & CO5T5 REUATEP TO THE U WORK OF THI5 CONTRACT,THE GENERAL CONTRACTOR 5MA. INITIATE ALU REQUIRED ' ` IN5PEC11ON5 OR ALU WORK COMPLETED UNPM THI5 CONTRACT UNLE55 OTHEI MI5E NOTED, (`/' ZZ 7.THE 5X3-CONTRACT0R5 5HAUU AT ALU TIME5 KEEP THE PREMI5EAM CLEAN ANP A ;:3 � N RE5PON51MU POR REMOVAL OF ALU RU31315H CREATED BY THEIR INPIVIPUAL TRAPE5 U.O.N. \ U oQ B. ANY"EXTPAS" POR ANY ANP ALU PIEUP CONPIT10N5/5UI35TAN-nAL CHANGE5 5HALU BE POCUMENTV-P WITH THE G05T E511MAT1; & APPROVED PY OWNER ANP OR H15 AGENT 13 1=0R� 5TAPM6 THE APPITIONAL WORK. 9. POUI31.,E; P000R J015T5 ARE TO 13E IN5TALLEP UMPER ALL, WALL PAP.11T1ON5 kuNINING \ \\\ PAP.AUUEU TO THE EP.AMIMG, PROVIDE POUI31,E HDR, J015t5 AT ALU OPENING5, REFER TO \ CON5IRUCTION PWG'S, FOR SIZES, 10.ALU FRAMING LUMBER TO BE POUGLA5 RIR #2 CON5T,GRAPE OR EQ. �\\ \\ \\\, I I,ALU EX11;RI0R 51RAPPING TO BE ABOVE OR BENEATH EXTERIOR SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP PRAWNGS FOS,ALU SPECIAL WORK SUCH AS BUT NOT UIMM2 TO; MIUUWORK, 5PRINKUER 5Y5TEM5 ANP 5TEEU WORK,ALU SHOP PRAWN65 lommoNsm NEEP 1HE APPROVAL OF THE ARCHITECT PRIORTO PROCEEDING WITH THE WORK, \ \\\ NOS PER REQUIREMM1`51Y THE NEW YORK 5TATE RE51PENVAU GON5VUCT10N COPE,Wl CERTIFY THAT THE P1;516N CRITERIA 15 PONE; PER PRE5CRI1`11VE PE516N,ALU OF THP UOAP CALCULA110N5& 5TRUCTURAL PL-AN5 COMPLY WITH ALU OF NM YORK 5TATE CONSTRUCTION COPS 13ASEP ON< AF FA — — — — — — — — — — — — I � z � I , � z z °o EXIST'G,CABINETS SINK StOVE & P,W,TO RF MAIN PROTECT PUKING CON5TI LZTT N F&M a_ w c�xlsnNG) PHASE,REMOVE 18" END BASE ANP UPPER \ CABINET& PROV, NRW 2" W,FIN. ENP WALL, X _ REMOVE EXI5T'G, F1R5T FLOOR & BASEMENT i 1,\J- 5tAIR5 ANP APJACENr WALL-5 FOR Ni W 5TA P.5 ANP CON5TRUC110N. I `v II - - - - --- - - - -- - - - C�XISnNG) --------i/-%--//-i ; � TiT TT '' i%/ \i %/i/i/ i7 REMOVE F-45f'6, CILING P1?YWALI, THE AREA5 TO IN5TAU �i NM 5UPPORT5& R�C�55, I POWN I (TYPICAA5 N01 UIGHT5, L 1;P) X)// iii S r ri li'iiiii' ii' 'I /l•iki�lii iXi/Iii i�li/Iii i.1i/I%iki�%i i.'pirliii'�riiiii'/ i I I i L l iiii%iiii\iiii 'iiii%iiiii'riii'i///iiii iiii/i/,/rl l //r/,iiiiiiii�ij//�/�r/�/�r.l//r/i•//I/r{�/�//�/�/�/rl�ri/.I//Y//�%iriii'iiir � I I I �– ////,///////////,,,///,/////iii/////ii/ /, i,/ G //// ,,/// / /// /r / /r / •r /r /// // / / // / // / / •// //rr/ 7-7/ //� tlrifd r/r/rr /r/ rr/,,,•/i,, ,,///ii,////,� riiii/,iir////i//r/r/ r — — — — — — — — — — — — — — — — — - �-Y�L�Ld — — — — — — — — — — — — — — — — C EXISnNG) ,Y/ri///i,///i/,/ iL 7, /1 - I I I I iiiiir i'-�-�''i Lii11ii\ I I �� •i''iiiiiiiii riiii//iiii%iiii,'iiii,'iiii,'iiii%iiii/I Yiiii riiii�i/ii'i I CEXI5nNG) — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — ,��✓ ED AAC z LUZ fl - '9, 0212 COF N N SCALE; x,6 ,21 PWG, NAME. 15r. & 2Nn, F�, n�MO�I�"ION THE5E PRAWNG5 ARE I1\15TRUMM—r5 OP 5MICE & {TANS ARE THE PROPMTY OF mE AP.CHITECT, NO NO CHAN6E5& OR MOPIFICAT10N5 5HALL M ALLOWED W/O WP.IT'TEN AUTHORIZATION 13Y THE PWG NO,; ARCHITECT.ANY MKOPUCTION IN FA12T OR WHOLE 15 STRICTLY PR0HII31TEP DY UAW, /� W � N H � U = O � z � Oz O � _ 12.i.r.8,5 \ U 1 -------- - - - -- -- - - =____--- - - >4 CIDW - - -- -- -- -- -- - - - ----------------- ----- - - - -------------------------------- H _ N U � i t�1 o111 \ \ ITTTI I I I I IIIIII1 I moo\ '111111 Hill III 111111111111 11 1111111 . . . . . . vaF �� \\ ------------ / // mv//� �I Hill I I I I I I 1 11j ��;' j / /i \ \mmo\\ I c 111 11 1 1 1 1 L I I I I I T4 III I .I. L-L 11kL7- �I I I I 1 11 111Z V1/� 5� � L �VATION No��n-I � L �v,��rION z0 OX L 06 12 vv IP.. 8,5 PgMOV5 SX15T''6, CSPAp 5HAK55 & SX'. WALL. ANP I'MPA25 FOI2 TWO NSW T _ TJ T T L T I T Irr——— 1111 r�————I,I III T 1 WINPOW5 ANI2 NF-APE�I2, 1rITL-1-LrITL-11rllll �_1 1 -L TL1 f TLI f TyIIIL —JAIL---JI�rT I L1 1 1 I i -, - - - - - - rJT�— �LT� rlll VIII III Ll �T TL-1 1 J- T 11'r'7�III IIIA III r-i Hill IIIIII 12 j I I I - Ill 11 11 I I I I I IlL FYZ ----------- fl ED A q �7 C9�F K NOT,ggo ifi. n 50 UTH L VA-'I O N A5f L F VATI O N- 12 �� 3 OF N. fl N N � 5c&5: OI I I C l� �li PWG, NAME; 7 ,6 ,21 Prlor051�n b�M0�11'ION TN555 MAWIN65AM IN5,MUMWNr5OF 5VIZVICS & F-LF-VArION5 ARTNS PROI'Sm Or TNS A2CNITSCI',NO NO CNANG55& OR MOPIFICA110N5 5NALI, M ALLOW517 W/O MY l;N AUTN0121ZA11ON f3Y TNS PWG NO.: AI2CNITSCI',ANY PFMO17UC11ON IN rMf OR WNOLS 15 5TI21CTLY pf20NIC31TS17 13Y LAW, A-6 P '^ c v1 WI N O \ Z o � If q W � - I � o � � v0 \gSUM \ - - - - - - - - - - - - I � z � cz z0 � I O — — — — — — — �lz — — — — --- — — — -- — I II 9T6 ITLJ \ I I I I I rl_L � I C EXI511NG) I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLIVINCA P, (EXISTING) Lri5,- 71 - C�XISnNG) C E;X1511NG) I (rxi5nNG) C 1;X15nNG) I I I / \ MISnNG) � C SXISnNG) z / - - - - - - - - - - - - - - - - - - - - - \ z Z.- EDq o> o> fl� fl� 5� CONP FL, 00P,, PLAN- F I P 5-' F L, 0 OP, P L,AN OFF: C F N SCALA; 1/ 411 — P -0'' OI ICli �� nWG, NAME; -7 ,6 .21 �XI51�NG 51'. & 2W, F[-, THM PrAWNGS AM INSTRUMENTS OF 5�IUC� & pLMS AM TNS FRO' M OF 1N�MCHI'MCT, NO NO CHANQ�5& OR MOnIrICAvON5 SNA-,M AI,-CW'eq W/O WRITTEN AUTHORIZATION PY TNr t2WG, NO.: AtRCNITFCT,ANY MKOPUC11ON IN rAP.T OR WHOLZ 15 5TRICTI.Y KOHIPISP PY I AW, A-7�! X M-IU � }� IVH O \ hyyS` \ O V z 1 \ ^u o � ? z IN ' O 12,i r, U C 85 � N O \:�\mmmm \\\�\ - - - - - - - - ------------------------------------------ FT 17 FT 77 // L 11 1 1 1 1 1/ / IN a I I I I I I -- -- — -- -- -- -- _— -- -- -- — — -- — --------------------- ---------------------------------- -------- 11 1 1 1 11 � HIE _ � O NO P--,,-rH � L, � VAVOM_ � L � VAVON_ XL z z0 OU o� v 12 C va?. 8,5� C ------------- ---------------- %- 12 j j/ HIM FET 11111111 I I I Lmj N I I I I I I I -------- liltZ i z K NO Oy�1 5011TH � LFVA-rION � F L, VATI O N > >12 Q NE'��Q SCALS C, 1 411 — 11 _011 nWG, NAJy15; 7 ,6 ,21 �4511NG �L��VA110N TN555 t71ZAWIN65 APS I1\15TMMSNT5 OF 5512 la & PLANS AM TNS PPOr1 PTY OF TNS MCNITI;CT.NO NO CNANG55& OIZ MOPIrICA'nON5 SHALL 135 ALLOVMr?W/O WP.I1'TSN AUTN0121ZA110N DY TNS nWG NO.: AZCNITSCT,ANY 1251 rOPUC11ON IN IMT OR WNOLS 15 5TIZICTI Y I'IZONIf31TSf7 DY I,AW, A—B� X