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HomeMy WebLinkAbout44575-Z ,� 'g11FFOt�c. Town of Southold 7/27/2021 0 P.O.Box 1179 c • 53095 Main Rd 14, �ao�r Southold,New York 11971 ` � r CERTIFICATE OF OCCUPANCY No: 42196 Date: 7/27/2021 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1305 Pequash Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-7-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/9/2019 pursuant to which Building Permit No. 44575 dated 1/6/2020 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: additions and alterations, including conversion of enclosed sunroom to living space with entry stoop to existing single-family dwelling as applied for. The certificate is issued to Couchara,Jacob&Shtayyeh,Dahlia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44575 5/21/2021 PLUMBERS CERTIFICATION DATED 4/13/2021 ait ck Plu b' ori e cc Signature �o�suFFnl,��oTOWN OF SOUTHOLD h a� BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE ti • o� 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#: 44575 Date: 1/6/2020 Permission is hereby granted to: Couchara, Jacob 220 Water St Apt 102 Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1305 Peguash Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-7-18 Pursuant to application dated 12/9/2019 and approved by the Building Inspector. To expire on 7/7/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $276.40 CO-ADDITION TO DWELLING $50.00 Total: $326.40 B ' ing ector Form No,6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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: ith accurate location of all buildings, property lines, streets, and unusual natural or 1. Final survey of property w 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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. 17-11 J l� New Construction: Old or Pre-existing Building:�� (check one) Location of Property: {�20 1 -FE kwc- G uTLI-�& House No. Street Hamlet Owner or Owners of Property: /�tk rc �C3 VG1�A R."A Suffolk County Tax Map No 1000, Section O !2 Block t7 Lot , Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ftc Ij ISO Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinta7town.southold.ny.us Southold,NY 11971-0959 C®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Jacob Couchara Address: 1305 Pequash Ave city,Cutchogue st: NY zip: 11935 Building Permit#. 44575 section. 103 Block 7 Lot 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Showcase Electric License No: 59658ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 4'LED Exit Fixtures 11 Pump 1 Other Equipment, Hood, Fridge, Gas Oven, DW, Hood Notes- Renovation of First Floor and Two Baths , Service Upgrade, Two AC's Inspector Signature: Date: May 21, 2021 S Devhn-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 514375 Main Road Fax(631)765-9502 P.O.,Box 1179 . Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. L Owner: �o1AL►�!A�1� (Please print) Plumber: -Ajt t,U R->An L'Ag - (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Signature) }h Sworn to before me this t 3 day of 1,2r; 20 V CHELSEA L. CHALONE I !Votary Pubtjcx State of New York QQ registration#01CH6287106 Notary Public, �JJ �� county, Qualified In Suffolk County rnmmission Expires Aug. 5, 20 L oy>lafHo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��` 765-1802 - 44 - JNS-PEC ON FFaNDATION 1ST [ ROUGH PL13G. NDATION 2ND [ ] INSULATIOWCAULKING MING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Cft.4Jt AcAIX,, � ow DATE obv>o INSPECTOR OE 50U1y06 1 'L G s * # TOWN OF SOUTHOLD 'BUILDING DEPT. 765-1802 NSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND - ' [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ °c] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n e4?L,^-k Dor, v- bec(r o o DATE �n INSPECTOR o�00E SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 F -INS=PECTION [ ] FOUNDATION 1ST [ ] UGH PLBG.. [ ] FOUNDATION 2ND [ INSULATION/CAULKING- FRAMING NSULATION/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: DATE INSPECTOR 0f SOUTyO - # # TOWN_OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH P-L13G. [ ] 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 MARKS: O-A DATE INSPECTOR OE SOf/ly�� # TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I 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 REMARKS: l ?Wik �O • @Lt /�/-mott vv% kVL/% AeAvwse� - I k J.Pir I — - AS ti DATE INSPECTOR o�aOF SOUTyo Li l 5-75 I * # TOWN OF SOUTHOLD BUILDING DEPT. `ycnurm, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION -1 �1 ] PRE C/O REMARKS: I t'z'ae r d Ok/ DATE 'L/ hi INSPECTOR ,`per O!O # * TOWN OF SOUTHOLD -BUILDING 4 DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] WSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t u� ere- DATE I INSPECTOR 1 �Y FIELD INSPECTION REPORT -DATE COMMENTS *o . FOUNDATION (1ST) H -------------------------------------- FOUNDATION ---------------------------------FOUNDATION 2ND Zt1 G�.� VkS tn► S ek- � ° � I +—f- a 4-o v1 S M y� v�✓v It 'y'! ti0 t �< tr w 01) H ROUGH FRAMING& PLUMBING H t cm �o Gam✓ � r INSULATION PER N.Y. H STATE ENERGY CODE FINAL p L 4rVAA0 ADDITIONAL COMMENTS -dD + NO ISa in W �X 0 Su � H z p - x _ i r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 C Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 AU Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 i ' i Bui g Inspector DEC — 9 2019 y APPLICATION FOR BUILDING PERMIT Date 17JI , 201a INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. J)JL_it JL4,1— (Signature of applicant A name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises A 14Z Go 0 e—H A l2 A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 130!�Z- 129:(R 0 A-e4 u reN-o G,U E House Number Street Hamlet County Tax Map No. 1000 Section 1 C>3 Block` C ' ' Lot 1 es l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 N j:�-c:rEAjA t j��y E l.Vl 0 b. Intended use and occupancy SIN (M.ue f;o'm Itt-1 b k� i.i& z 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost ;0- Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 + 1 7. Dimensions of existing structures, if any: Front 7 22 Rear 2 Depth (O Height Z2 I Number of Stories- 1 i Dimensions of same structure with alterations or additions: Front ZIE-1 Rear Z--S Depth ?,(o I Height 2 Z ' Number of Stories :0- 8. 8. Dimensions of entire new construction: Front Rear Depth, Height Number of Stories �i1'� `,300 ( 9. Size of lot: Front `; I Rear I r7 I Depth Z®o 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-K- 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO'K' I 2 Zo \VAr1:Z-5V #102 14. Nam4Res of Owner of premises 6 GoLy—mp,A Address sat !ptc a,oy Imp I Phone No. (a10.+46 .3 ¢ Name of Architect [:"Z,49vy 166a�Address P'og 4G4,. 2ggpr ray Phone No 117- 64.9 154 Name of Contractor��F GA fLPC�•r[R!j Address 11957 Phone No. log(- 85( - z,&q 1 to FATe-"6j0E YAP1EAf,3I- Z� YAFRAN1G, N" 11460 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NON/1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) i 1A?,Y+V,ETE{ ��u�t PScyt.� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the /t U,14-1 Te-e-T /ApFLIe-►dor (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this t� day of 20 11t o . DWYER Notary Public �IbTARYI PURI{C.STATE OF NEW YORK Sig ature of Ale icant 1\�0 of D+A163C0900 QUALIFIED P':sFFOLK COUNTY COMMISSION EXPIRES JUNE 30, ' BUILDING DEPARTMENT-Electrical Inspector a FEB — 5 2020 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 . Telephone (631) 765-1802 - FAX (631) 765-9502 ro er rCq-)s 3l.ti�`$old �tidP"kny.goy `�° sw"an"ssou'�holc`�tosy�f i;�'.�oy APPLICATION FOR ELECTRICAL JNSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: dZ -7,-0 Company Name: Name: .RJ A,,/ M I L L CZ License No.: email: /4yt.,)CA7r 46r2>C L1 C7/04 I L Address: A,� r L�ti� /�i/�.✓v,2�/! L N` 1 y �1 Phone No.: 6 31 — —7 5- JOB SITE INFORMATION (All Information Required) Name: P1 4-z z 1 Address: vAj 4 A-IJ Cross Street: AA I (2o.A-c-;, Phone No.: (� _ S 31 — -3&, 1 Bldg.Permit#: e4 L/ ' -7 S— email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) c.)r(2cu<177 Circle All That Apply: Is job ready for inspection?: YESVNO Rough In NO Final Do you need a Temp Certificate?: YES !� Issued On Temp Inf®rmation: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y , N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs r ` pzl � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD FEB - 5 ?020 • Town Hall Annex- 54375 Main Road - PO Box 1179 w . Southold, New York 11971-0959 Telephone (631) 765-1802 =FAX (631) 765-9502 APPLICATION FOR ELECTRICAL JNSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: D 7 �Q Company Name: z,) Z 67c'-f 21 C Name: RAA/ &aA4 l LL C2 _ License No.: T 9 � - ,`v��- email: /qp L,)Coq.5 rE L6-x216 Ll 6-7M41 L Address: 4,,1121g- Phone .,11 Phone No.: -7 _5- JOB SITE INFORMATION (All Information Required) Name: 67r- Piet)-z:z I Address: jg(-2 5 ,l-1 V Cross•Street. A I A) � ►-� Phone No.: BIdg:Permit#: 44 ,5' -75-- email: Tax Map-District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) tAl fl? Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES /® Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N - --- - - - -- -- - Additional Information: - -- --- -- -- - PAYMENT DUE WITH APPLICATION 95v I Request for Inspection FotmAs r 5 PERMIT# Address: Switches Outlets I GFI's Surface 'I I Sconces H H's UC Lts Fans Fridge l HW Exhaust I Oven &A" Dryer i Smokes III DW I Service Carbon Micro Generator Combo Il Cooktop Transfer I AC AH Mini Special: Comments min ok, -248 FAB 061ZO15 rI '-S L E W231548357 35 OUTDOM USE Lii : tn Tf iq AUR 089E. I HERTZ 60 :, . a 62.9 F.L. . . 118` BPS X11 SJI BRK, SIZE/ r � a I DESIGN E6 TFC jG11 P O ; INAL 3TE RE ' COW/ 250 ' I�7 'ALE BASS( ST(% NOMIN 1314 4 TT T , 1. 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W7DO% FAA 8 NOTEUR, W4,NTIL. , FAA s ;Lv In WIKUYJ MOAT�1 .;.. 8 x. �„t 1 W. EXT, All. MAX. NY 11110LEWS11 3310 FUSE OP. u _ pK. ' CAL, , : , tir DESIGN Ntssmon; .�- . : ..: T � FACTORY riCMU TOTAL,[ EUa , I YPEk UMTF'LIA WFF1 r -:114 L4 is ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 -/N-1 uc Brooklyn Office:450 95,St,C9,Brooklyn,NY 11209 Laurel Office:1075 Frankllnville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 D 2921 0 V-12 �.r July 16, 2021 JUL 2 1 2021 Southold Town Building Department BUILDING DEPT. P.O. Box 1179 TO,V?kT GF OT P>`'r:TOLD Southold NY 11971 RE: Couchara Residence 1305 Pequash Ave Cutchogue, NY 11935 To Whom It May Concern, This letter is to confirm the scope of work for the upstairs bathroom at the above address. The sc4eorf for upstairs bathroom includes removing and replacing existing fixtures and tile. Thank Antho , RA, LEED AP '�. 6 n O�"� v =� rik;r .11 L it t � `STN//y�� J REScheck Software Version 4.6.5 Compliance Certificate Project Residence renovation Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1305 Pequash Ave Elizabeth Thompson Peter Perozzi Cutchogue, NY 11935 Elizabeth Thompson Architect PFP Carpentry P.O.B.464 86 Patchogue Yaphank Rd. Orient,NY 11957 Yaphank, NY 11980 917-848-1541 631-831-3691 et@elizabeththompsonarchitect.co pfpcarpentry@gmail.com m Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value U-Factor UA Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space — — -- — -- Exemption: Framing cavity filled with insulation Wall 1:Wood Frame, 16" o.c. 203 29.0 2.9 0.042 5 Window 1:Wood Frame:Double Pane with Low-E 73 0.300 22 SHGC: 0.20 Door 1: Glass 21 0.320 7 SHGC: 0.20 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed t meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirementMliste thR Schec In ction Checklist. Name-Title Signature JV Date Project Title: Residence renovation Report date: 12/09/19 Data filename: C:\Users\ET\Documents\MY WORD DOCUMENTS\ET Clients\Couchara REScheck 12-09- Page 1 of 1 19.rck a Building,Depact ent Application 'AUTHORIZATION (Where the Applicant isnot the Owner) I, �$Y-E C,0061.11 R—A residing at I305; Qt;QUOSS 1 At76 e Te4bo$OEIN (Print property owner's name) (Mailing Address) /}LS&: !ZO kVATe1Z ST. #I C Z . G 1200%,LY M., NJ I I to I do hereby authorize �L4 Z4&t-!} I l avA pscN (Agent),, . R LL4 i TE -r to apply on my behalf to the Southold Building Department. (Z +`(0 l (Own4'� �ure) (Date) AV Co0e,14A�P 4 (Print Owner's Name) B Third piece as Checked Luggage(20 KG and 158 linear cm):Passenger may take a third piece as Checked Luggage in all domestic routes paying USD 47.00 and USD 76.00 for international routes.This service must be paid directly at the Check-in counter.Third piece may be carried on another flight if there is not enough space in the flight of the Passenger. To get your boardin&pass and deliver your Luggage,the counter will be available between 2 hours and 40 minutes before the scheduled''departure time for domestic flights.All passengers must show up at the boarding gate at least 45 minutes before`the scheduled departure time of the flight for domestic flights. '' Checked Luggage,and in general,any piece exceeding 55x45x25 cm and 12 Kg must be delivered at the counter of Viva Air before getting into thi ,,boarding lounge and within the time periods mentioned in the previous poinf. IN Not submitting a printed boarding;pass at the airport will cost USD 16.00 for domestic routes and�US6 24.00 for international routes,unless you have previously purchased the Check-in-at-the-airport sery ceotFirough the website. , It is the passenger liability to verify documents required for the t=edtransparent o their nationality and destination. Viva Air does not carry weapons.All liquids and gels must be in 5 bags and only a total of 1000 ml in your carry-on Luggage distributed in 100 ml con6ine�ay be carried. By making this booking,you have acceptedter s a d conditions. For our terms and conditions, please click For our call center telephone numbers,p se click .The information posted here can change without prior notice. � , �n `day In case of not traveling,,the ticket may not be modified nor will theam�oney be refunded. Any addition ervices purchased and the corresponding values are in the electronic ticket of the first passenger; only infor ation about the services purchased is found in the other tickets. Thi document is an electronic ticket;therefore,it is necessary to print your boar' ing pass at In case of any complaint Viva Air has the following service channels available:write to US call center lines click or complete the relevant form at the airport. If the passenger's journey involves an ultimate destination or stop in a country other thar)the country of departure the Warsaw convention or the Montreal convention may be applicable and these conventions govern and may Limit the liability of carriers for death or bodily injury and in respect of Loss of or damage to baggage. 7 TITLE No. 03-5 I - 18-L-7 AiiF T,_EAn-.q c-,4.1-G,E APPR VED AS NOTED N/F `7-5 S -I-S'oz 8 a Zo E 9 S.0 0� DATE: B.P.® # J r - Residence Renovation FEE: ' BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE 1305 Pequash Ave. FOLLOWING INSPECTIONS: O 0 1. FOUNDATION - TWO REQUIRED Cutchogue, NY 11935 D FOR POURED CONCRETE O O 2. ROUGH - FRAMING & PLUMBING O 0 Y 3. INSULATION Lo 1-000-�I-03-07 1-8-- N � N 1, 12 4. FINAL - CONSTRUCTION MUST Lot Area: 19,000 SF N III BE COMPLETE FOR C.O. • 14 ALL CONSTRUCTION SHALL MEET THE 4= Q REQUIREMENTS OF THE CODES OF NEW y = YORK STATE. NOT RESPONSIBLE FOR /R9• o b DESIGN OR CONSTRUCTION ERRORS. List of Drawings 41 'L.• a �` 1 Site Plan Y Q r A 2 Existing First Floor Plan 3 Furniture/Master Plan aub08 4 First Floor Plan 3 `0 � . w r m Fly. :o � 5 First Floor Refl. Clg./Elect. Plan, Structural Plan ew�yLs,o �� d0 SNOI11GN00 GN`d G3uin03H Sb 6 Structural Notes & Details N 11 a=� N SS000 NMOL S1b1S JiEIOJI MEIN Existing South Elevation 3 = d0 S3000 11V H-LIM AldVIO0 8 South Elevation 9 2 � � -9 OCCUPANCY R 9 Existing West Elevation ® 10 West Elevation (East similar) 7S USE IS UNLAWFUL 11 General Notes s' Ze• z0" w 9s.00' WITHOUT CERTIFICATE >��� OF OCCUPANCY PefLeS T t'A,,ee*uLAT1oN S4lgytu P� U A S H A , C Gepeese�-s A ICEw set+ABLE v DCtERla�ttwtT-�otr or Yvr.Dt 97•1000 dal n�-w � �. Sec 103 ISLIG.7 lrr llf A.stn CF7-ENT"ec_x - . a`/ ohw E�clsrimG.gvvruBcC ruFbr�OTt•N 5uFFO `$���- LIG CdvuTy T06NL NAAP (/L DIsT IOeO SI.C.103 aw.-1 LOr10 `VNl +'" MEASUREMENT IN U.S.STANDARD THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY, ®® NOT SHOWN ARE NOT GUARANTEE'. m® ELECTRICA, LA ? r THE DIMENSIONS SHOWN HEREON,FROM THE STRUCTURES TO THE PROPERTY UNE,ARE FORASPECIFICPURPOSEONLY.THEYARE INSPECTION REQUIRE® NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES,STRUCTURES OR ANY OTHER IMPROVEMENT. Ig n 1_ UNAUTHORIZED ALTERATION GUARANTEES INDICATED HEREON SHALL RUN ONLY ONLY COPIES FROM THE ORIGIN BURVEYOAB •9 SEAL IENO OR ADDITION TO A SURVEY MAP TO THE PERSON FOR WHOM THE SURVEY IS PRE- ' NAL OF THIS SURVEY MARKED 'ABED,AND ON HIS BEHALF TO THE TITLE COMPANY, EAR NG A LICENSED RETAIN STORM WATER RUNOFF WITH AN ORIGINAL OF THE GOVERNMENTAL AGENCY AND LENDING INSTITUTION B A VIOLA- TION OF SECTION 7209,SUB- LAND SURVEYOR'S EMBOSSED LENTEN HEREON AND TO THE ASSIGNEES OF THE PURSUANT TO CHAPTER 236 SEAL SHALL BE CONSIDERED LENDING GUARANTEES NINSTITARE N STADIVISION 2,OF THE NEW TE EDUCATION LAW. YORK TO BE VALID TRUE COPIES. naNAL INSTITUTIONS OR SUBSEQUENT OT TRANSFERABLE OF THE TOWN CODE. KULMQiNEK & PLAN SECTION BLOCK DATE Job Date LAND SLI 5 P.C. � �- GUARANTEED TO Elizabeth Thompson Architect - � � p �/� r1� �� 100 11 •♦ 518 4 -� "�11AiLl:lG ADDRESS FeFStr,A_AA a_'C Au TI T t-E /NS-A:A wrCE Co. - I,y�t� �Cn v r �y - ( I 31 930'8 P.O.80X 178 7 S uFFo tA_ (718)ui7-3333 3 WESTCHESTER AVE. COUNTY P.O. Box 464 917-848-1541 Title Scale POUND RIDGE.NY-10576 TELEPHONE:800-541-5124hcucroPPo c.v.0 JOB NO. Orient, NY 11957 FAX:WO-2424955 r TeusTr owes e.+CI•PP• MwvtEEA, CK.•Pr• T2aiSTEES E-MAIL:kp1ap0@erols.eom o3•coo 9r4 www.elizabeththompsonarchitect.com ' I I i I I � V I�I I��t • I li �7 i op 900H - d 4 � • � � - � �- ri a �-� � _ "Aim" lob � �E � � u Da Elizabeth Thompson Architect IZ/(, r I � q P.O. Box 464 917-848-1541 Title scale Orient, NY 11957 www.elizabeththompsonarchitect.com __- 1 - I��� I �` �� ��, ,� Ilo SII I 10 _ 4 - 34- �. 51-011 - - , GI. ® W/ W D, P,�04 — — b f' Ei tV� - =o---___ - - - --- - --- - - -- t JAN - 2 _ -- Job Date 2020 I Elizabeth Thompson Architect- AN a fZ t' _ I GuT��to�t,� Ny l q i P.O. Box 464 917-848-1541 Title Scale _ Orient, NY 11957 www.elizabeththompsonarchitect.com �� PLA[ IM %I '� R 'rM aP A{L. FI UH : ( - . 17 qp Lj 116, 01C OIL 704 VA i i �� .o � � —�7i-t�-�h�l.;-�fPE��Is p• __- -Zn ��� l.Gl�l� h `��1� I�.I�t�G.—�.sl� , I y — —�- -- MA E�Ep G�IVI . � P-�11� �'P�11�'C ( � P� I•� Fes- - �-- '(E( fi -\ V�- 1"I�l�I i�T ��1-fesego ` . 73 OF N� � ZA ` f 4 - Job - Date - fl Elizabeth Thompson ArdWitect --1�0� PE���� AVE, `J JAN - 3 2020 - f P.O. Box 464 917-848-1541 Title Scale f _ C Orient, NY 11957 - - �-r-pa-f P 6LIk PL044 �� I► www.elizabeththompsonarchitect.com /—SIMPSON LSTA-20 GAGE 11/4"z 20 GA GAL V.STRAP RIDGE STRAP -ALL ROOF RAFTERS W/ 5-8d COMMON NAILS IN HUMCA14E CLIP EACH END LN13-0 C TYPICAL. 2 x 6 TIE LO EACH RAFTER IN LIEU OF STRAP 11/4" z 20 GA.GALV STRAP I _ICE SHIELD UNDERLAYMENT w/ 5-8d COMMON NAILS TO / REQUIRED - 24"FROM EDGE FDN 0116-OC. • - -7- --- MST37 METAL STRAP \ r ALTERNATE POSITION OF e JACK POST HURRICANE CLIP USE EACH4-8d NAILS P48" EACH END-TYP SIMPSON H3 / 4-8d NAILS , 2'-0° MAX TYPICAL SIMPSON H2 HURRICANE CLIP FRO�2 - Bd COMMON RAFTER NAILED.TOSTUD- PROVIDE COMMON NAILS �° 4"-O C AT NAILS TO SILL TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL PLATE 5 - 8d NAILS EACH END SHEATHING P�aTIF� APA RATED PLYWOOD TO EXTEND TO TOP OF TOP I V2'WIDE — PLATE. METAL STRAP V2' E-2o cacE / MAXIMNM c48'OC MST37 METAL STRAP / I JACK POST MST27 4 STUDS / EACH 4 - 8d NAILS L148-O.0 CANTILEVER OVER FOUNDATION / TOP OF FOIRJDATION EACH END - TYP. DOUBLE TOP ' ' SEEM —[a6it7bTSr — PLATE TO OVER DLAP BOX SHEATHING H-1 . . . - • STUDS tr y a to t i h F 7 1,P"•a 31L 10° 10°<e < 45° ELEVATION 4 - ed NAILS W. ' GABLE ROOFS WRAP + NAIL STRAP _ ° GABLE ROOFS AR,.UtiC NAILS PLATEI 9 < 10 AROUND SILL 10 <8 6 45 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ' AT ANCHOR BOLT SIMPSON MST27 1 1/2-WIDE -20 GAGE METAL STRAP E48 OC e NAIL SHEATHING TO SAIL Bd NAILS QP 4" O C ° PROVIDE Bd COW.40N NAILS F 4'OC -ar AZZ LAaAT HIGH PRESSURE ZCXE-B OC.AT INTERIOR PORTI(XIS OF ROOF-TYP. 265 REBAR ACO TREAT }i it li SEE FONDATION DWG 5/8-x 12- U FOR DESIGN w/ FENDE W g4� R ft_= i' vlml a ° ' 01® � RP ROOFS SECTION f0°<B < 30° PROVIDE 8d NAfLS 4-O.0 AT PERMETER INTERIOR PORTIONS OF PANELS M HIGH PRESSURE ZONES - - �o Date - Elizabeth Thompson Architect - ��G4' � � NOTE,e=4 FT.IN ALL CASES d - P.O. Box 464 917-848-1541 Title Scale COMPONENT AND CLADDING PRESSURE ZONES Orient, NY 11957 www.elizabeththompsonarchitect.com —`CGU f•Itrt' _PETIIJ�_-_=___I-,( T�`�-, - i i i r�v I*fI �vt hn- 10 , 4 _l� hfl - 0 ' PI �! ' `� ,\ fare >r,.•. �°?sa'! s$ I=- 'c - CP OF - _ Job , Date Jim rn Elizabeth Thompson Architect - �u�� ®c�l�f✓,°� . 12��(t� P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 / ,s www.elizabeththompsonarchitect.com EX��TI �� �� �' � �© �/� %� `SII - I i , 16/3 a -�I Ii- _-- til- ---_ - Lj - 1 - - -- A 16 - - - ----- -- ------------ - Job Date .`. Elizabeth Thompson Architect JAN - 2 2020 P.O. Box 464 917-848-1541 Title Scale Aff Orient, NY 11957 ` i X001, ��l TI®� IM ��•I ,oI - www.elizabeththompsonarciiitect.com _ _ _ poor a - 0 01.1 E _t - - ---- - --- --- --- -- - , Elizabeth Thompson Architect - Job ��°� �'I ������� ��� Date � CuT 06(0u I !� I (2l� ��� ArAn P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com I , LIj [46V E�I�AH -FRA� - J44iLZ-- P I Ora 101 4�p aJ� a o I ---,lob Date ! I Elizabeth Thompson Architect P.O. Box 464 917-848-1541 Title Scale ! Orient, NY 11957 www.elizabeththompsonarchitect.com — CONCRETE NOTES GENERAL NOTES Joint Description Noll Sizes Noll Spacing 1. DESIGN,MATERIALS'&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE t ALL WORK MATERIAL,AND EOUPMENT SHALL BE N R. THIS DRAWF•f0 6 AN INSTRUMENT PREPARED TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE ACCORDANCE WITH THE NEW YOM STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE ROOF FRAMINGAMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BLIDER AND - CONSERVATION CODE.AND LOCAL AUTHORITIES OWNER Rafter to Top Plate (Toe-nulled) 3 - ed per rafter STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS 2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A NJ. SEWAGE DISP09AL SYSTEM AND FRESH WATER SUPPLY Ceiling Joist to Top Plate (ier-Faced)" ' 3 - Sd per joist EXCEPT CONCRETE SLABS WHICH SHALL BE 4000-PSI. MINIMUM 28 DAY STRENGTH OF 30M PSI SHALL BE DESIGNED AND BUILT N ACCORDANCE Ceiling Jots! to Parallel palter(Face-nulled) 3 - l6d each lap C®IIIng Job! Lops over Partitions (Face-nailed) 4 - 16d each lap WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH Collar ne to Rafter (Face-nailed) 2 - ed pe- lie 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF 3 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FR- Blocking to Rafter (Toe-naffed) 2 - Ed each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM LARCH STIUC7LRAL GRADE 42 OR BET7ERL H THIS 8TFMTL4E HAS BEEN DESIGNED N • Rlm Board to Rafter (End-nulled) 2 - 16d each end 4. PROVIDE DOUBLE HEADERS AND TM,I6ERS AT ALL CONSERVATION CODE ACCORDANCE WITH THE NEW YOM STATE ENERGY FREEZING FOR A PERIOD OF 14 DAYS. STAR AND FLOOR OPEt*4G9,POSTS AND PARALLEL WALL FRAMING PARTITIONS,EXCEPT AS NOTED ON DRAWING. IS ENGINEER TO BE NOTIFIED N WRITING; OF ALL Top Plate to Top Plate (Face-nailed) 2 - IGd' per foot A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS A BItQG.NG TO BE PROVIDED FOR ALL JOISTS AM CHANCES PRIOR TO AND DURING CONSTRUCTION Top Plates at Intersections (Face-nolled) 4 - 16d Johnls-each side FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER FLOOR BEAMS SPACING NOT TO EXCEED 110 FT 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE Stud to Stud (Face-nailed) 2 - t6d 24'o c. POUff. 6 ALL BMEN9Ot49 AND GRADE CONOITION9 TO BE DESIGNED AND SPECIFIED BY OTHERS. Header to Header (Face-nalled) 15d IIB-ox along edges , VERFED BY CONTRACTCRSI PF40R TO START OF 11 ALL STRUCTURAL STEEL TO BE ASTM A30 V47H ONE Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2.4 stud B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD F T�� SGBOFOEEN M40DESI(IMATERIALS.NED FOR 601f1S COAT EPDXY DOLTS.PANT. HETEFASTENERS TO BE ASTM 2 - I6d per 2.6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER BEARING CAPACITY OF TWO 121 TSF AND GRADES +• 2 - Fed per 2x8 stud POUR, LESS THAN M. CONTRACTOR SHALL VERIFY THAT S CONTRACTOR SHALL OBTAIN ALL PEM47S AND Bottom Plate to Floor Joisl,B ondJolsLEndJaisl or Blocking (Fore-nolled 2 ISP THESE CONDITION^ARE MET. ALL FILL BENEATH INSURANCE NECESSARY TO PROTECT THE ENGINEER EER PC, loot CONCRETE SLABS TO BE COMPACTED TO 05% AND OWNER 3 CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING RELATIVE DENSITY FLOOR FRAMING 10. ON NOT BACKFILL FOUNDATION WALLS STANDARDS-LATEST EDITION. T ALL HEADERS IBD FT N LENGTH AND OVER 7D BE ANTI INSTAL FLOOR SYSTEM INSTALLATION IS COMPLETE Joist to SIII Top Plot'sor Carder (Toe-nolled) 4 _ Bd SUPPORTED BY DOUBLE UPRIGHTS.9.0 FT AND OVER per Joist BY TRIPLE UPIVOWS ALL HEADERS TO BE 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL BrldyIng to Joist (Toe-nolled) 2 - ad each end A. PORTLA14D CEMENT AS PER ASTM C150-TYPE 1. MINIMUM OF 2-2r8 OR AS SHOWN ON DRAWNG ABASEMENT I F APPLICABLE L POSITION AR Blocking to Jolsl (Toe-nolled) ho N 2 - ed each end B. CONCRETE AGGREGATES AS PER ASTM C33, 3/4-MAX.SIZE. Blocking to Sill or Top Plate (Toe-nailed) 3 - 16d each block 8 PROVIDE FWSTOFFNG AT ALL LEVEL ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Led gyer Strip to Beam (Face-nailed) 3 - I6d each Joist C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, PENETRATONI9 Jolet an Ledger to Beam (Toe-nolled) 3 - Ed per olsl 2l SMOKE DETECTORS REOIARED N EACH BEDROOM AND Band Joist (o Joist End-nolled 11 ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS ON EACH LEVEL OF OWELLINO AS REOLffD BY PP.;foot 0 PROVIDE FLA9FN0 AT ALL ROOF BREAKS. Bond Joist to Sttl or Tap Plate (Toe-nailed) 2 - I6d' per foot SUBSTANCES. CHM.NEY9.SKYLIGHTS.EXTERIOR DOORS. WINDOWS NEW YORK STATE BUF.ONG CODE. ROOF SHEATHING D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, AND DECKS ETC- 22. ANY ALTERATION,FEPAFL ADDITION OR CONVERSION TO DEFORIVIED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A roi DO HOT SCALE DRAWINGS AN EXISTING DWELLND MOUSING A BULDNO PERMIT Structural Panels ad 4'o-c. erlmeler:one MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM NOW FEOIIRES THAT ALL SLEEPING ROOMS N THE P n DESIGN CONSULTANTS OR RECORD ARCHTECT- HOUSE BE UPGRADED WRH HARD WIRED 6 other B o.e. edges of TO C.R.S.I.STANDARDS. ENGINEER ARE NOT RESPONSIBLE FOR THE INTERCONNECTED SMOKE ALARMS panel , 12'o.c. interior E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 INSPECTOR SUPERVISOR OR ADM NGTRAYION OF Diagonal Board Sheolhin4 AND X185-84.of panel THIS CCNSTRUCTON PROJECT FEDERAL. STATE 23 THE NYS CODES ALSO APPLY TO ACCESSORY AND LOCAL ZONING AND BUILDING CODE COMPLIANCE t'x 6'or I- x 8 2 - ed per support F. WATERPROOFING AS PER ACI 515.1R-79. SHALL BE THE FESPONSIBILTY OF 7HE 6TFIJCTIlE DESIGN. 10' or wider 3 - 6d per support .• CONTP ACTORL 24, GARAGE DOORS 10 BE RATED FOR 2D MPR WIND LOAD CEILING SHEATHING 4 ALL CONCRETE SHALL BE AIR ENTRAINED (3-5%RETENTION I. Gypsum Wallboard 5d 7'edge / 10' field 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED WALL SHEATHING VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. Structural Panels ad (see table 3.9) Fr. • Fiberboard PC Cis n 7 / IIB 6d 3-edge / 6' field 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR 25/32- ed 3-edge / 6' field BOLTS,INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES., FRAMING NOTES GypalRm Wallboard 5d 7' edge / lo'field 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND L ALL LASPRAFMD LUMBER S SHALL BE RADE STAMPED OR 9. BL&DIRAIL0 SCI - E SHALL BE A9 PER THE FLYS. - Hardboard DOUGLAS FR-LARCH STFIICTUTAL GRADE No 2 OR BUILDF40 CODE-AS A hT1MUHA ALL 2X8 STUDS 8d (see table 3.9) WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS 70 PRECLUDE B??E'LT�TI;IU SHALL RECEIVE 5-100 NALS AT SILL AND RATE DiagoParticnal Bo Ponce Bd (see table 3 9) ANY CORROSION. M'�t SRfATFING TO BE APA RATED.EXPOSURE L 5/8' ALL EXTERIOR NAILS SHALL BE GALVANIZED. Dlaganal Beard Sheathing go 2. M'rt THICKNESS I' x 8'or I' ■ B- - FE99 OR AS NOTED O PLYWOOD SFEATFNG TO BE MAILED WITH B d P 4- I"x 10'or wider 2 - ed per support ac. EXTEROG EDGES AND 6 d s 12' on 3 - ad per support 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 3 rI BFll7G%INO TO BE APA BATED STUPID I-FLOOR INTERMEDIATE. FLOOR SHEATHING E L 3/4-Mf•L THICKNESS. ALL EDGES OF 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PLYWOOD 70 BE SET ON SOLD BLOCKING GLUE AND n ALL INTERIOR AND EXTERIOR FINISHES, FLASHING Structural Panels NAL PLYWOOD SZRFLOOR TO FLOOR JOISTS._ AND WATERPROOFNG SHALL BE BY ARCHITECT. ed 6' edge / 12 field ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 1'or less + 4 ALL HEADERS 8 PR ANDOVER SHALL BE SUPPORTED FL ALL ROOF RAFTERS SHALL N ATTACHED TO TFT PLATE greater than H' 10d 6' edge / e'field BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. WITH DOUBLE UPRXjH UPRIGHT 9 6-0• AND OVER WITH AND STIR WITH GALVANIZED APPROVED ENE TYPE TRIPLE UPRGI-TS- ALL READERS STALL BE A C(Tf�EC7O5 BY 'TECO'ON APPROVED EOVAL.. FOR Diagonal Board Sheathing 10. ALL REINFORCING BURRS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGI, TIMBER PILE FOLIDATIONS. PROVIDE HURRICANE CLI-x S'or I' x S' 2 - ed per support PER ACI 318, CLASS -C`, WITH 40 DIAMETERS MINIMUM, BSMD BLOCKING AROUND 5. SMBLOCKING SHALL BE PROVIDED FOR ALL JOBTS CCOMECTIONSLL PEfi :MEtER JOIST TO GIRDER I' x 10' or wider 3 - ed per support AND FLOOR BEAMS AS PER RY.S.CODE OR AS NOTED CORNERS AND HOOKED AT NON- CONTINUOUS ENDS. FOR FRAMED SLABS, 8•-0' 0C M R PROVIDE 2'SPACE FOR AR M ALL PRE-ENatf IED LUMBER SHALL BE GEORGIA Holling requirements are based on all sheathing nailed 6' on-cenler al the panel edge. If wall sheolhinq Is naued LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CRCULATON N ROOFS. PACIFIC GPI SERFS WOODt-BEAMS AND LVL 3' on-center at the panel edge to obtain higher shear capacities nailingrequirements for strvclurol members shoe - Pito0t1CT9 OR EQUAL- ALL JOISTS, GIRDERS AND q SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET 6. DOUBLE FRA W40 AROUND ALL OPEN NIGS I ekylghir. READERS SHALL HAVE BEANG STIFFENERS INSTALLED I doubled , h ultimate connectors , such n shear plates , shall to uate !o mber of the load path- SPLICES OF BARS AT OPPOSITE FACES. a1•ir afc.I OR AS NOTED ON DRAWIM AS PER MAN IFAC7UERS RECOM IwIE DATIONS WEB I When wall sheathing Is continuous over connected members , the tabulated number of Foils shall be permitted l0 67FFEMBS SHALL BE REOLIFED AT ALL LOAD AND be reduced to ( - I6d null per fool T- DOUBLE LP FRAMING UNDER ALL POSTS AND PARALLEL BEARING PONT9 AT A M14N4UFA A SINGLE 1 3/4' 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE PARTITIONS CR AS NOTED ON DRAWNGS LVL RM J0197 SHALL BE REOUFED AT FLOOR USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. PERMETER6.HIANDI-PSG STORAGE.AND ERECTION OF a ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPOW14TS SHALL BE AS PER MANUFACTURERS WITH RATED GALVANIZED METAL CONNECTORS BY RECOdMEFDATONTS. 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL-BE TREATED AS CONSTRUCTION TECO-OR APPROVED EOUA.L. 14 ALL MLLTPLE L _ ft S OF I/2 DIA JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS GALVANZED _ SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURSge d�®� BETWEEN ADJACENT POURS. 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED I I AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT. FROM ANY SUPPORTING OR Lai C d IO Q INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE Q Q Q NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. NI OF ' • ------------------------ ---------- ----- - -- ----- -- --- --- ------ -- -- --- --- - --------- -------- 1/2-DIA.GALVANIZED MACHINE BLOT W/WAS!-aS Job Date G AT 12'OElizabeth Thom �d Thompson Architect C? l)i �� END VIEW SIDE VIEW p �iUT pG,I)t; LVL BOLTING DETAIL P.O. 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ALL LUMBER, SHALL BE DOUGLAS F I R, LARCH #2 4 BE I I ER (Fb = &-75) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE -_ - -_ -- -- - ­­--- -- -- - - - - --1 �___ -1 - -_- , � _=_ - ._=� �___ I OTHERA15E NOTED. OF ANY MATERIAL OR METHOD OF CON5TRUISTION NOT SPECIFICALLY i -_ ________l < T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTR,64TORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. OLA55 DOORS AND PI5 SHALL NOT BE INSTALLED UNTIL PROPER �50. - 11 BOARD ----__ __-!I IN5UL. ______Il INSULATION I 0 �- (n JBA51E FLOOD ELEVATION I I INT. LI GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL SLIDING OLA55 DOOR5, 5KYLIOHT5, AND ANY OLA55 UNIT IN5TALLED _____ _____ - ---]L �_ - I 11 KIPS (1000 LES) - vi GENERAL -LY FLASHED KITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENT5 OF TH15 DOCUMENT WITHIN 1V OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ELMO. _ BUILDINO � . F_ %-I 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/1145ULAT10N. SIZE OF SILL TO BE (2) 2"x(o", UNLE55 (1) Vxb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THrz CURRENT AMERICAN WOOD UNLESS OTHERA15rz NOTED. I- E C.,S ,TuRERs si-EvricATION5 APPLICABLE AS A DERIVED WORK). i B.O. I�� - ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO : ___ ----------- -'I----- - z EGUAL. 1. C)ENTIFICATION: ALL 50LID-5AHN LUMBER, GLUED LAMINATED TIMBER, i: BOT.- -- -- -I*IO =CH. 11 MECHANICAL 11 _j >_ 5TRUOTURE/SITE SHALL BE FIELD VERIFIEI:� BY GENERAL CONTRACTOR. PREFABRICATED V400D I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND 5EALED AS PER NEW YORK 5TATE 1, ____­_ -____- __ ___ �__­______ _____j ME =: 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFF-NIN55 IN PREFABRICATED HOOD TRU55E5, GYPSUM, HARPBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION II I - _____ ___- ____ IIII- -1 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 11 __1rK____________ _____ I MINIMUM I IIII- ! Lo �c ][BOTTOM OF V4ALL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ] NAVDaa � NORTH AMERICAN VERTICAL DATUM OF Iclaa ]' o 0 AND AUTHORITIES HAVINOJUR15MICTION. RULES SPECIFIED IN 1.1 THROUGH Ib. b. PROVIDE FLA5HINO PANS LNDER ALL SLIDING 5LA55 DOORS, WINDOWS, OR I m 4. ALL UNNOTEP OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.o.N. I.I. LUMBER: ALL HOOP MEMBERS USED FOR LOAD-BEARINO PURPOSES, - ____ ____ - --- - i I � OF THE ONNER/BUILDER 1. ALL EXTERIOR, DOORS ARE TO BE NEATHERED STRIPPED AND PROVIDE ALL � COL. - _j[ MN �N"rr, 50 i�!NEV4 I(ORK CITY BUILDINO CODE ; -7. ALL BEAM5, ORDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE ORADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. --------- -- - --------- __ _____l-__._____---­­------ --- __ I z 5. ANY CM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE �CONT. l[ooNtINUOU5 l�O.C. l� ON CENTER i 0 SHALL BE CLARIFIED P41TH THE AROHITECT/ENOINEER. BEFORE PROISEEDIN5 5. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS I - ___ -----�r-------- - - - __ I &. MIN. HEADER TO BE (2) 2NIO" UNLF-55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR FOUIVALENT. THE � DBL. 11 DOUBLE- ,ocr_.. -----_]I OCCUPANCY . =: 6 WITH THE WORK. ORADEMARK. SHALL INCLUDE AN FA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY rHE MANUFACTURER FOP, A PERIOD OF 5 YEARS. I , � cf ALL WOOD SILLS AND WOOD IN CONTACT V41TH MA50NRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE i I ES 11 ------if----- __ ______ ] z 66. NO DEVIATIONS OR CHANGES TO THE 5TRUCTURAL SYSTEM SHALL BE MADE cl. ALL WINDOWS TO BE ANDERSEN IF CONTRACTOR 15 TO 5U55TITUTE V41TH I DFE ION FLOOD ELEVATION i FBFrz 11 PRELIMINARY BASE FLOOD ELEVATION LI UNLE55 APPROVED BY THE ARCHITEOVENeINEER. ANOTHER HINDON MANUFAr,7LRER, IT 15 THE RESPONSIBILITY OF THE I ��_ ____._______ _ - --------.- - � __ �________ _j �FOUREr�> CONCRETE -.2 00 =XTFRIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. OLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR 70 VERIF't' TH.AT THE CHARACTERISTICS OF THE WINDOW MATCH :DIM. - ]DIMENSION I ,. ON PAGE 0-005. GENERALLY, 5HFA7HIN& 15 OF 1/2" THICKNE55 ON HALLS AND THE PROVISIONS OF ANSI/ALTO A I clO.1 STRUCTURAL OLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN NINDON SPECIFIED. THE [______ ��� - , - ---____I! ----,-- ______ - > q* C) T NOT LIMITED 70: DESIGN PRESSURE, I FL I z 0) CD cl. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 10. HINDON5 IN 7UB/5HONER ENCLOSURES AND V41THIN STAIRWAYS SHALL BE 'I ELEV`. ELEVATION ;� 10. OINNE"UILDER ARE RE5PON515LF FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 5-005 AND OLUEP, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD l-JOI5T5, TH15 TEMPERED GLASS. EGUIP. ___-_____-1[Ea-ulf-MEN-T ____ ­­ - ___ __ I ______ ­.- __ ------------------- - ___-1 it 12. EXTERIOR, SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR REGUIREMENT5 AS SET FORTH IN THE MANUFACTURERS CODE __ - �� -____------- L___- __--- _-_­_­=­­ - -----­__ I La CD APPROVED EGUAL. EVALUATION REPORT. GLAZED OFF-NINO FROTEGTIO� SHALL MEET THE REGUIREMENT5 OF THE LARGE EXIST. EX15TINO Lo m X-i 11. 7HE5E SET OF DRAWINGS ARI M15SILE TEST OF A57M EIcIllb AND ASTM E1595(o AS MODIFIED BY 2020 NYS Br, IF- , - - __-Il AND SHALL NOT BE ALTERED OR BE REPRODUCED P41THOUT WRITTEN 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 51707ION 501.2.1.2.1. OARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. 1� EXTERIOR RIM. !I Room � .. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF OR 11 _: __ - - -__--- ___________ - - j --- - __ __ITq _j 0 A5TM ID5456 STANDARD SPECIFICATION FOR EVALUATION OF [F�.I. �� FRESH AIR INTAKE I r�.k. ll� ROOF RAFTER 1; 14. PROVIDE X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 57RU07URAL COMP051TE LUMBER, PRODUCTS, THIS DOCUMEN, THE i I 11 li RE5PON51BLE FOR ME51ON INTENT ONLY. EXCEED V-O" AND AT EVERY V-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, V400D STRUCTURAL PANELS WITH -FA-R- --- - I FLOOR AREA RATIO 1 TL. I STEEL I 15. THE CONTRACTOR SHALL OBTAIN cozTIFICATE OF OCCUPANCY. -]l LI 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNER5, 5EE ALSO PAGE BE PERMITTED AS &LAZING PROTECTION. PANELS SHALL BE PRECUT AND i F.A.V. l� FRESH AIR VENT I'S v 1 SMART VENT l� 6-005. 1.5. PREFABRICATED WOOD TRU55F-5: A55EMBLIE5 USING PREFABRICATED ATTACHED TO THE FRAMING 5URROUNnINO THE OPENING. PANELS SHALL BE i� ----------------- ­.______ ______ - 1-- - ___!� HOOP TRU55E5 SHALL MEET THE PROV15IONS OF TH15 DOCUMENT, THE PREDRILLED AND SECURED NTH THE ATTACHMENT HARDWARE PROVIDED AS I FF ,� FINISHED FLOOR 'I TBD � TO BE DETERMINED I TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING 5UlLDINO CODE, AND ANY ADDITIONAL REGUIREMENT5 AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - __ __-- __- - I I __- - __ -____-__ --------- ___­_­___ - -­_ �.___l------___________.____j_____ __­­­__=­_­­­_ �­���___________-__ I- RU5515H, WASTE MATERIALS, TOOLS, ETC,., CLEAN ISLA55 AND LEAVE WORK 1� I-L l� FIRST FLOOR ELEVATION ,11 TEMP OIL. 11 ------- '' C.) NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT : FF Ev. I 1 15. THE CONTRACTOR SHALL CARRY NORKMAN'5 COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFAOTURER'S 00r;E EVALUATION REPORT. ON THE BUlLMINO. I F-J. I FLOOR ,JOISTS ��THK. ___ 0 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I&. AT "NET WALL" PARALLEL 70 JOISTS FRAME DOUBLE J0157 AS PER CODE. I.ro. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APFLIOA7ION SHALL .�FOUND. I FOUNDATION _____________________ ]i T.O.V4. [TOP Or PI I I .-, .I 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5Tm 0-71 I FRCE ,�FLOOD RESISTANT CONSTRUCTION ELEVATION 11 Tr EAD < . THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I,,I. ;, I. :.!�­, Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING ii FR. 1� FRAME I!i T'Irp. 11 7YFICAL ",, ,"'. ' AS PER PAGE 0-005. I.-l. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) - ­_ - F-------------- --- ------ - --- -- - - ----------- - �_� "%'l MEET THE PROVISIONS OF AN51/AHA A155.4 BASIC HARDBOARD OF 5Y5TEM5 TO NYS FLUM51NO CODE AND NY5 DEC REGULATIONS. 11 FRFR. I r-iREFROOF ��U.0-N. ,,­- 1*7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, I - - - __ ,� I ` �. 20. "IF.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55b HARDEOAR.D SIDING. ____j __ -.1- -------- ­- I , , AROHITEOVENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND i ,-, I ' ACCORDANCE N/AHFA 022;WHERE PRILLINO AND/OR CUTTING OCCURS, FIELD 2. PROI HOT AND COLD 5HUT OFF VALVES AT ALL FIXTURES. l FTO-.___ : i _____ ___ ___ j . I 1�_­__,F TREAT LUMBER Pql COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: - - __ .-------- ____ - - --- L---------------------. -. METAL BY REPEATED BRU5HINO, DIPPING, OR SOAKING UNTIL THE V400D 5. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION 11 5`rfl. BD. - 1�O--T`P5UM BOARD ;�V.I.F. _________I VERIFY IN rIFLM I AE35OR55 NO MORE. ALSO, FOR HARDWARE USED WITH F.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -------- JURY TO OR DE . _RTY (OTHER THAN THE V40RK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 5PEOIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE �� H.D. _______ ]HOLD DONN J�v# , I ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER ED., SILL PLATE, DECK CONSTRUCTION, INDU5TRIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. I HDR I __ __ --------- I CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HOOP-5A5EV STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 07HERA15E NOTED: �ii HNOR --- - i6�N�10 Fzl,E5OLUTION � BE LIABLE REGARDLESS OF WHETHER OR. NOT IT 15 CAUSED IN PART BY A :21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLO EVALUATION REPORTS. ��- -- - I - - ____�_ __ I 1� - - � - - __ - - ---- - ___ --�___ - lb. ALL MATERIALS, ASSFMBLIE5, AND METHOD OF CONSTRUCTION INCLUDING FSL (PARALLEL 57RAND LUMBER) DENOTES: BOARV OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - 5HONER,M5..........................................2" . BUT NOT LIMITED TO FORM-NORK, BLOCK-NORK, FRAMING, NAILING, PLACING A. TRUSS JOIST Mr,MILLIAN 2.OE PARALLAM THE FROV15ION5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................5", I � OF CONCRETE, ETC. ARE To BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR NOOD-EASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................5" ­­_ ­_ - -- -­- ---------­­ --- I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, ! 1 22. I-JO15T FLOOR SY5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE COME EVALUATION REPORTS, '! . FRAMING MATERIAL 5TANDARD5 SECTION, THE GOVERNING BUILDING CODE, 6. ALL 5Y5TEM5 70 HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" I INSULA71ON I$ FLINF-57RATION F�EGUIRE=:�IIIIIIIIIIIII[F_NTS AND SPECIFICATIONS HILL NOT BE PERMITTED V41THOUT WRITTEN AND ANY ADDITIONAL REIGUIREMEN75 SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUOTUR.AL THROUGH ROOF. :, CODE EVALUATION REPORT. APPLICATION55HALL CONFORM TO ANSI A205.1 AND ANY I I -.----- _ . ---------------- REOUIREMENT5 AS SET FORTH IN THE MANUFACTURERS CODE -7. PROVIDE FR05T-FROOr HOSE BIBS 1141TH EASILY ACCESSIBLE DRAIN $ :! !� Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR 50770M EDGE OF SOLID 5ANN RAFTERS SHALL EVALUATION REPORT. DRAIN COCKS AS III HOSE B155 SHALL BE PROVIDED WITH 5Ar,KFLON I I I I I NEEDED, UNLE55 OTHERA15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER, SPAN. NOTCHES IN THE PROTECTION. � FROFOSED Z:)ES10N �� (f,0C)E FRE5CRlf='71\/E- \/ALUE: $ � i � � OUTER THIRDS OF THE SPAN SHALL NOT EXCEED rNE-SIXTH OF THE ACTUAL I.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS i \/ALUE I C17A71ON (FER 2020 N"r5EC,C.C,) � 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REGUIRED ALL EXISTINCS WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT5LPFORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A114.1 CELLULOSIC &. WASTE FROM CLOTHES KA.SHERS AND LAUNDRY TUE35 ARE TO BE PROVIDED i i I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. 5OfI HOLES ARE LIMITED FIBERBOARD OR ASTM 020& STANDARD SPECIFICATION FOR WITH BACK FLOW PROTECTION, I _____ , -- ; -----------------____- - - , � --_____­­______ ---____----------- --------Ir____-- ------- - - i � � : � IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE ICELLUL0510 FIBER INSULATINO BOARD. 1, � 11 I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. cf. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL I 1 U-VALUE = 0.25 '!MAX. U-VALUE = 0.52 I I � 1.5.5. STRUCTURAL PANEL SIDING 57RU07URAL PANEL SIDING USED IN HEALTH DEPARTMENT 5TAND�,,,RV5 AND REOULATION5. lj:�FENESTRATION U-VALUE MAX AIR LEAKAOE = o.00 oFmlsf= ll� IrE5 � I I � SPECIFICATIONS,UNLE55 N07ED OTHERKISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 5TRU07URAL APPLICATIONS SHALL MEET THE REOUIREMENT5 OF U.S. I �AIR LEAKAc,E = 0.50 CFM/5F ��II40.2.43 4 TABLE P,40:2.1.4 - CLIMATE ZONE 4 l! I I I MIDDLE ONE-THIRD OF THE 57UD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 10. APPROVAL AND INSPECTION 15 RFOUIRED BY LOCAL JURISDICTION PRIOR l�-__ -- __1L_______.._____________ I. I � .22. PROVIDE FIREBLOOKINO AS PER NEW YORK ACCESSIBILITY STANDA . I ;; - ----------------- -- THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL To CONCEALMENT OF PLUMBIN5. 1� . � HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 1�MIN. R-VALUE = 4cl � i � � REOUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION I OEILINO R-VALUE R-4cT BATT INSULATION 1, ! 1 25. PLEASE NOTE THAT THE5E PLANS ARE PROTECTED AGAINST ANY il� IrIE51 I i I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/&" TO THE EDGE OF THE STUD. REPORTS. I 1. NOTCHING AND BORNO OF STUDS, JOISTS, RAFTERS AS PEP, BUILDING CODE. I 1:�PER TABLE R402.1.2 - CLIMATE ZONE 4 11 i I d NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME OR055-5ECTION. . ii !I i I I i :2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY P07EN71AL PAMAOrz THEREOF. �� I 1! I � 25. FOR NEN HALLS, A PERFORATED 5HEARXALL SYSTEM 15 USED. THE � EXTERIOR (2"x&") NOOD !�MIN. R-VALUE = 20 (CAVITY) :: � I I CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 1 1 BATT INSULATION [I YE5, I I i I I CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ��FRAME HALL R-VALUE 11 PER TABLE P,402.1.:2 - CLIMATE ZONE 4 1 f I i I ! [R-21 E ' 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REOV NAILINO FOR THE SHEATHIN5 (ANY NAILING HEX BOLTS AND SCREK5 (INCH SERIES). I �2 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL OOI 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENINO ELECTRICAL: ;;MIN R-VALUE = Icl ii z i � i:FLOOR R-VALUE R-50 BATT INSULATION ,: I U-1 i � i NEWYORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK I , YES SCHEDULE). HOLDONNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO 5CREN5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ 1. ALL NEI-"LY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 1! II PER TABLE R40:2.1.2 - CLIMATE ZONE 4 2 i 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ENERGY CONSERVATION CONSTRUCTION CODE. COMPLIANCE STATEMENT: I � 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES -_____ - I ------- - WOOD FRAMING, AND CONNECTION TO FOUNDATION - 20195 V400P FRAME 2(o. COLUMN BEARING AS FOLLOP45: SHALL MEET THE RFOUIREMENT5 OF AN51/TFI I NATIONAL DESIGN 2. CONTRACTOR KILL FURNISH A FIRE UNDERARITERS CERTIFICATE:- UPON TO THE BEST OF MY KNOVIE, BELIEF, AND PROFESSIONAL JUDOMENT, THESE PLANS, AND SPECIFICATIONS ARE IN � I -111-- -4---- t --- --- CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAFFR ASSOCIATION COMPLIANCE V41TH THE 2020 NYS ENERII CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. I - - WOOD POSTING TO BE BLOCKED SOLID TO FOUND. KALL PI END GRAIN, STANDARD FOR METAL PLATE CONNECTED HOOP TRU55 CONSTRUCTION, COMPLETION OF WORK. -m --- _____ -I __­______ --I - _­- (AF4PA) AMERICAN V400D COUNCIL (API TREATED VI 4 FLASHING. STEEL COLUMNS ARE TO BEAR, UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 5. 5MO<r= DETECTORS, IN CONFORMANCE WITH NFPA-72: . . I 5. ALL PLUMBING WORK SHALL CONFORV To THE 2020 NEW YORK STATE HALL Pq/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. . -1 SECURE v41(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS a - GENERALLY, VERIFY OR PROVIDE HARD V41RED ej 1 1 PLUMBING CODE. I I EXIST. HALLS 4 12" LONG HOOKED BOLTS a NEW FOUND. HALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND SMOKE DETECTORS H/BATTERY BACK-UP IN: �_ I ! P0571NO a O.M.U. WALL 5EE PLAN FOR REOUIRED REINFORCING (6 MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUOTURAL OUALITY, a � i 4. ALL MFCHANIOAL WORK SHALL CONFORM TO THE 2020 NEW YORK 5TATE A. EAr,HSLEEPINO ROOM L I I i i MECHANICAL COVE AND 2020 NEW YORK STATE FUEL &AS CODE. V41DE 5 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, I.I.O.N.). GRADE 55 57EEL SHALL BE USED. 07HER METAL CONNECTORS SHALL - L I I I HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REGUIREMENTS OF THE GOVERNINO BUILDING CODE AND ANY - 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC IN A 5HEARKALL-, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE N1 ADDITIONAL REGUIREMEN75 AS SET FORTH IN THE MANUFACTURERS 5. OUTSIDE OF EACH 5EPARA77E SLEEPIN O PROJECT: CODE, NFFA -70 AND 2020 NEW YORK 51-ATE ENERGY CONSERVATION STANDARD SHEARAALL HARDWARE (v#NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. AREA IN THE IMMEDIATE VICINITY OF CONSTRUCTION COME. U.O.N. V41TH TOP CAPS a STEEL COLUMNS TO BE MIN.,V4" BENT PLATE &" LONG 2.2.5. NAIL5: NAILS SHALL COMPLY V417H A5TM F 166-7 STANDARD THE BEDROOMS (GENERALLY THE HALLWAY) . 1 tI b" R.15E 4 W/(2) %"(P 5OL75 THROUGH CENTER LINE OF VERTICAL LE55 SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKES, AND STAPLES. O. EVERY LEVEL OF VNELLINO GENERAL KIND PROTECTION CONNECTION SOTE5: SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. .2.2.ro. PNEUMATIC NAILS AND 5TAPLF-5: PNEUMATIC NAILS AND STAPLES (BASMENT, FIR5T FLOOR, $ SECOND FLOOR, ETC) ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51r�?ENTIAL SHALL MEET THE REOUIREMENT5 OF THE GOVERNING BUILDING CODE RESIDENCE CONSTRUCTION; 557) 10-1cl AND 2015 SBC HIGH HIND EDITION 11400D FRAME GYPSUM NALL BOARD AND ANY ADDITIONAL REGUIREMENTS AS SET FORTH IN THE CONSTRU07ION 1. GYPSUM HALL BOAIRr�l SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURERS CODE EVALUATION REPORTS. ------. ______________________________ 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLIS, COMPOUND METHOD. FLOOR5, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.1. 5CREH5: SCREWS SHALL COMPLY WITH AN51/A5MF- 5 15.6.1 .2. APPROVED CONNFOTOI ANCHORS AND OTHER FASTENING DFVlr,E5 NOT 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND OEILINIS, UNLESS HOIEK5 (INCH SERIES). 1305 PEQUASH AVENUE INCLUDIED IN THE STANDARD BUILDING CODE, 5ECTION :2506 OF IE30 SHALL OTHERA15E NOTED. WATER RE515TANT (K.R.) AT BATHROOMS AND WHERE BE USED IN ACCORDANCE WITH MANUFACTURERS IRFOOMMENDATION5. DEEMED APPLICABLE. CUTCHOGUE, NY 11935 5. 5/5", ONE HOUR RATED, TYPE 'X' OYFSUM BOARD ON CElLINO AND HALLS INSULATION I I I. 5. METAL PLATES, CONNECTOR5, SCREWS, BOLTS AND NAILS EXF05ED (WHERE APPLICABLE) AT HEAT PRODUCING FGUlPMFNT TO EXTEI`0 THREE FEET 1. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED V41TH FOIL FACED DIRECTLY TO THE WEATHER OR SUBJECT TO 5ALT CORRO51ON IN COASTAL IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EGUAL. I AREAS SHALL BE STAINLESS 5TEFL OR HOT DIPPED GALVANIZED. EGUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, Iq5TALL FOIL TO BE PLACED 70NARD WARM SIDE. . _DRAWI-N-G-TITLE: ____------- ______ 4. HHEIRE WINDOWS AND DOORS INTERIRUFT WOOD STRUCTURAL PANEL CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOP, EXTERIOR FOUNDATION GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNEOT�RS SHALL BE 4. FIN15H JOINTS, J-BEAM5, NAIL DIMPLES, CORNER5, AND EDGE5 $HALL BE HALLS FROM b" 5ELOH GRADE TO 24" BELOW GRADE IF PF51RFD BY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HFADDI STUDS TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLON24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN N07 TO DAMAGE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. STRUCTURAL DESIGN CHARTS 5. RIDGE 5TRAPS SHALL BE ATTACHED TO EACH FAIR OF OFF051NO 5. METAL CORNER BEAD TO BE U5ED ON ALL OUT51DE CORNERS A4D AROUND 5. ISENER.ALLY, UNLESS NOTED OTHE"ISE, INSULATE AS FOLLOV45: . RRS WR LLAR TIES OF III OR 2"x4' LUMBER 15 - cl" R-50 FOR FLAT CEILINGS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF ALL OPENINGS. - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS I RAFTERS. b. FASTEN GYPSUM BOARD AS PER FA5TENINO SCHEDULE ON PAGE 6-005. - 55' R-15 FOR 2"X4" HALL CONSTRUCTION - 5.25" R-21 FOR 2"XIII 114ALL CONSTRUCTION PAGE: (o. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAF7*ER BEARING. - 5.25" R-21 FOR FLOORS -1. FLOOR TO FLOOR HOLD-DOHN5 TO BE PROVIDED EVERY 4e>" AND EVERY Ar%_0 AlI 01%, K IL n 0 ON,& 16" WITHIN 4' OF EXTERIOR CORNERS. a 1 U u;� milaw &. SILL PLATE TO FOUNDATION ANCHOIRAOE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION V41TH ANCHOR BOLTS HAVING . - OF J" AND 5"X5"X�" WASHERS. A MINIMUM OF ONE ANCHOR E30LT SHALL BE PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOL75 SHALL HAVE A MINIMUM EMBEDMENT OF T' IN r-ON'-RETE/MASONRY DATE: 11/10/20 2 OF4 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER,. III ' . 0ENERAL 5�'M50L <ENr : _' Q V EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT II WOOD FRAME (L.G. STL. W Z O EXISTING TO REMAIN WHEN APPLICABLE) .W_I = cNl LLI NEW FOUNDATION WALL Q W Z NEW WOOD FRAME L.G. f l r: !. 11; L L''i ...:.::.:..... STL. NHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J I— Ln Y P05T FOR 6" WALLS), U.O.N. cr- O O NEW 2-HR FIRE RATED VF O O O WOOD FRAME (L.G. 5TL. d. Lo m WHEN APPL I GABLE) Z O F- Z � Q W J J 00 FLOOR PLAN NOTES I Z O r-I O e� DOOR NOTE: h O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED z Z4 OUT ON PLANS BY 'JELD41 EN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED cr OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT W W O 4.INSTALL A5 PER MANU SPEO.'s Ln m T-i 5.PROVIDE (2) 2"x8" HDR.,U.O.N. EXIST.(2) 2650 DBL HG. -\ISr. 2650 P5L HO I` O Lo 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING =_=_ __-_ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O J O O O 2 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 ° OtDI REMOVE WINDOW j ry W NEW FLOOR: x° N O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); w SCREW PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. REMOVE WALL U 2.NEW FIN15HED FLOOR PER H.O. SELECTION I EXIST. LIVING AND DOOR�I +s H ROOM _ V t` EXIST. _ J EXI5T 4t I EXIST. �8�s? GL• J UP 5) STOOP Q (a) RIa ) I ® EXIST t " t "lo.. EXIST ` Do tl t O •�b� I m EXIST. o PANTRY n � m ID I X ° w EXIST. DININO KITCHEN (7) I ® 8" EXIST n I ROOM EXIST. (6) r t 1 UP EXIST. STOOP X Ll EXIST. j se MUDROOM j � y I EXIST. I I � REF. EXIST.(2) 24410 D^ci uio. EXIST.(2) 5054 DBL HG. EXIST.5050 DBL H6. EXIST.2446 DBL H6. i PROPOSED DF-MOL17ION FLAN I I ' i I I I i I I � I SCALE: 1/4" = 1'-0" j g � I 0 U ----------- --- -- -- --- -- - w F•- EXIST.(2)2650 DBL H6. �I PROJECT: o '�d NEW BATHROOM 1 1 o C O U C H /\ A X - �� _ - RESIDENCE 2 EXIST. LIVING r ROOM 4) 1305 PEQUASH AVENUE EXIST t EXIST. �s8? UP 5) STOOP --__ -__ - - _---___, CUTCHOGUE, NY 11935 ExlsT (n RI ® y/ c " EX15r DRAWING TITLE: P I r ) r DO* � PROPOSED DEMOLITION PLAN lo O PROPOSED FLOOR PLAN EXIST. o 6+'s� PANTRY o N PAGE: EXIST. o' (DININGEXIST. EXIST ROOM KITCHEN (6) r ® f 1 UP A-101e "+bbdb'o� STOOP K ry ry o6 EXIST. DATE: 11/10/20 3 OF 4 e MUDROOM REEXIST. & EXIST.(2) 24410 M.H6. EXIST.(2) 5054 DBL HO. EXIST.50 F. k T 30 DBL H6. EXIST.2446 DBL H6. �4'.�� M. 1' Lx- PROPOSE:;) FLOOR FLAN 50ALE: 1/4" = 1'-0" (L ' U W N J W r'I Q W >: � � Z Lo J = IIx 0) C) O O D.. Lo m Z O 2 p Q ! L,1 J J 00 Z CO r � O Q Z ri u- wcfl Lo Lo 0 J O w cr w ~ U 4" FRESH AIR VENT IL y LL THROUGH ROOF O I Q I I I - I I I i NOTE: 1 ALL PLUMBING WORK IY SHALL CONFORM TO O I p0 LOCAL PLUMBING GORE p I it LL PROVIDE "ABE500 FP200 FIR p EXPANDING FOAM" (OR EQUAL) O AT ALL PENETRATIONS IN FIRE LEOENP I RATED WALLS AND W I FLOOR5/GEILING5. PRODUCT N ____ I -CONFORMS TO ASTM E 814, SUPPLY PPLLYATER ASTM E 54, AND UL 1479 --- -- --- -- -- - G.O. - - - -- -- SPD !NATER I PLY FULL BATH NOTE: PULL BATH PROVIDE "ABESGO FP200 FR I ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) _ _2" -- r---- SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE O i r I LOCAL PLUMBING CODE �, RATED WALLS AND I 1 p FLOORS/CEILINGS. PRODUCT O 2"I „1 Op CONFORMS TO A57M E 814, I 1 GLEAN OUT I I ASTM E 84, AND UL 1419 tL 1 2 B I 3" AS REQ'D N 1 1 4 z EXIST. F.A.I. TO I I 3 W ; tT I v lL I YI5* REMAIN �VO I5HOWER rySHOWER.._. _..2 G.O. T 1 - ------ -- --- -- - - - � - II --�- ---- ---- --- -{ -- -I-- r,o. 411 CONNECT TO I i W EXIST. WATER 4" HOUSE SUPPLY SY5TEM Q MAIN DRAIN G.O. 1 TO PRIVATE V i 1 r WELL w `} TO SEPTIC ._.._..I�..� PROJECT: 5Y5TEM II COUCHARA m N RESIDENCE X I W -- - --- ----------------- - ----------- I 1305 PEQUASH AVENUE FLUME31 NC RISER - 1�fi�A I N / 1�NASTE / VENT ��-UM�3��� ��S�� - SU���--Y CUTCHOGUE, NY 11935 SCALE: NTS I SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: 0% 0■ DATE: 11/10/20 4 OF 4 ED A p %L f+, 0,37 ,�y�� yds