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HomeMy WebLinkAbout46046-Z Aopo cpG Town of Southold 6/11/2022 M y` , P.O.Box 1179 C* W_ ,ie 53095 Main Rd k41,07 1 }¢i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43152 Date: 6/11/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1090 Cedarfields Dr, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-5-1.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/17/2021 pursuant to which Building Permit No. 46046 dated 4/8/2021 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: additions and alterations, including covered entry,to existing single-family dwellin ags applied for. The certificate is issued to Wainwright Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46046 4/5/2022 PLUMBERS CERTIFICATION DATED 6/9/2022 S hen Kar • ori e Signature ufFocKc TOWN OF SOUTHOLD ��o�P goy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE 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#: 46046 Date: 4/8/2021 Permission is hereby granted to: Wainwright Properties LLC 137 Avenue A Apt 2E New York, NY 10009 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1090 Cedarfields Dr, Greenport SCTM #473889 Sec/Block/Lot# 40.-5-1.31 Pursuant to application dated 3/17/2021 and approved by the Building Inspector. To expire on 10/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $476.40 CO-ADDITION TO DWELLING $50.00 Total: $526.40 Bu ing Inspector pF SOUTyoI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wainwright Properties LLC Address: 1090 Cedarfields Dr city:Greenport st: NY zip: 11944 Building Permit#: 46046 section: 40 Block: 5 Lot: 1.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Retrofit Electric License No: 60131 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 13 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 4 Main.Panel A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 26 4'LED Exit Fixtures Pump Other Equipment: Hood, Oven, DW, Mini Fridge Notes: Kitchen, Two New Baths, Extension, HH's Everywhere, HVAC Inspector Signature: V Date: April 5, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road '`:j :{ ^'' Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD 'CER T-I F.1 C A. -LON. Date; - _ - - - Building Permit No. d Z/6 Owner: (3, CR1Y�t �'p _.,_ . lease print) (Please.print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -- Sworn to before me this day o 20' - CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 ►'t�� _� - Qualified in Suffolk Countym Commission Expires April 14,2-c& ) Notary Public, ! I SOUTH,°<o l # # TOWN OF SOUTHOLD BUILDING DEPT. °lye 765-1802 -INSPECTION NSPTION C IV, OUNDATION 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 VIOLATPRE C/O REMARKS: 6e A✓� .r o L . 1 DATE ii INSPECTOR I�O OF SO(/Tho h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING. [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Te� ' v DATE 6 ZO INSPECTOR / o�aOF SOUTyo l 6 o� ?a V L® * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .x 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: . er .DATE INSPECTOR l if(40 T " OE SOUTyO -__- ,`o l� # # TOWN OF S,OUTHOLD BUILDING DEPT. °`ycourmNF`' 765-1802 INSPECTION [ ] FOUNDATION IST [ 4g H 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: b L _ DATE �� ��-I INSPECTOR Zapf SOUTyo � � JO q0 Cec(eAr -r—leldf o # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycvurm 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) IM ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: C��zo �r�1'BI�Ia'I�J U Zi. P/ ! G DATE S Z Z INSPECTOR ��F SOUIy�# TOWN OF SOUTHOLD BUILDING DEPT. `yco631-765-1802 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 [ ]CLPRE C/O [ ] RENTAL REMARKS: IIMIA, Tv lh 6jl& DATE Yv INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ,� y ------------------------------------ �. FOUNDATION(2ND) ir z a H ROUGH FRAMING& a PLUMBING ozor r o Uvw 4 S5we 4o INSULATION PER N.Y. H STATE ENERGY CODE j y RV Vt, Go FINAL ADDITIONAL COXJMENTS C 2 q-Z IBJ ; D 0 So , -5 - rmF (,2-::]-c0- - 1p-d pbo S Y ltL f h - C . . . \ro 0 z ix e Fro3 k OC Cy o � TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y • �o�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only \� ' , r•-f j s+ '``t `' PERMIT NO. Building Inspector: MAR 1 7 2021 Applications and forms must be filled out in their entirety:Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Z OWNER(S)OF PROPERTY:. Name: GIC. - IGC 1.._ SCTM # 1000 Project Address: r - .1090- -C�G<. fiae-QS .. Df 1\1,e- .... - E f Q.2n m #:n Phoe L Eail: C 'ca- mQi� c C , . _ ... - . .-112 �1--.�2h- - _. - . r_ Mailing Address: L-IeCA C - 1� �1 �_ r' l�C.k N-7 CONTACT PERSON: Name: . Lo L .- -... Mailing Address: Phone#: 1-Z- " `'A . ZkQ_ .- - Email: 1ck :I,GC-1 0 afnC`i..I DESIGN PROFESSIONAL INFORMATION: Name: -LLC.. Mailing Address: 2_U J f6xc\hk5Lane., IZ79 o _ P1.hone#: ` V-1---1f�2� LI-2-'BIP, . Email:' SCCA-.:�Ch� <.� MGH •..�-L? CONTRACTOR INFORMATION: Name: - r-c�venn.en-t-s- Mailing Address: Phone#: SGfC`�'J�G. :. G�O�., COtYI DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ;'Addition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 2-w- c—)M Will the lot be re-graded? f es El No Will excess fill be removed from-premises? >ffes ❑No 1 PROPERTY INFORMATION ' Existing use of property: C�Qs�dIntended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes (*Vo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a.Class A misdemeanor pursuant to Section 210.45 of the New York State Penal,Law., Application Submitted By(print name): U-G,(—'—j ' Sk�-qhk-n ,4-0-C \ ❑Authorized Agent Owner Signature of Applicant:,�� - ' Date: Zf STATE OF NEW YORK) r nSS: COUNTY OF -t L-2-� � � ` being duly sworn, deposes and says that(s)he is the applicant (Name of individUa l signing contract) above named, (S)he is the 0,w n Pim (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 I64Lday of , 20 Z( Notary rPublic, A.GENOINO PloState of New York E6245154 n Suffolk County PROPERTY OWNER AUTHORIZATION Commission Expires July 18,20 (Where the applicant is not the owner) 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 ggfF01 f-`o BUILDING DEPARTMENT-:Electrical Inspector Gym TOWN OF SOUTHOLD C* '` Town Hall Annex - 54375 Main Road'- PO Box 1179'. ar o Southold, New York 11971-095.9 ' Telephone (631) 765=1802 - FAX (631) 765-9502 rogerr(aD-southold town ny.gov - seand(a-_)southoldtownny.gov APPLICATION FORELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: A24 2^Z Company Name: Electrician's Name: w License No.: M&r(�ji3, Elec. email: Elec. Phone No: ( all; :>p°I request an.email copy of Certifcafe" of Compliance. Elec. Address.:' JOB SITE INFORMATION (All Information:Required) Name: AY L Address: .: : . .-� Goss Street: ,n Phone No.: BIdg.Permit#:�'�,��'� email: . . . Tax:Map.District:. 1.000 Section: Black:. ; 5 Lot: -3, BRIEF.DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): MeAkJ 1 Square_Footage: ...Circle All That Apply: .Is:job ready for inspection?: ES / NO Rough.ln Final `Do you need a-Temp Certificate?: YES/ NO Issued Ori 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 — �r � PERMIT# Address: Switches Outlets" GFI's Surfece Sconces :.. UC US Fans Fridge HW ID er Exhaust Oyer ry Service . . .. . Smos DW Gener�toc.' r�ofe� n �•bnal o' q. ,� - Ckt mini G.. AC _ - - l . . 1 I Comments:. . If AI n � .. � 1. . 4 0a vi�"o' tt rx pow�64 ca� LOT 52 N 73,S82 510"' E Iry el a St. > :Lu 43, TO UK 'N Cal 03 towli_tll FMM-! 1,1zi-se'l-ov, !w Liu- WASHINGTON AVENUE e, Asmaomq, A.%,zwE ex, jT B&reli Tax MqVISITUCr DUN, StEgIoN 46 LOT At MA MAPA: ltufaNMONofffe -fluf2l.404-f6ft lRPw P _I VIOL 649 F6W lml: � fPgf;C, N6,-� Ccunte, SUFFM F4 -k 1 dwwwvUilim: fMw drWYfN4bto cr 0-ii'w"6'i-' 4F.-L 41 r-M.QA ," j h Mtmru, IIn 1 0 BX.-AM]U"ILL'(A A�. RY-S-lif New York State Isurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 11ySI1P.0011'I CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^A A^A A 208849577 ANA MARIA ZUZUNAGA 172-43 HENLEY RD - f JAMAICA NY 11432 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 'SARABIA J.F.HOME IMPROVEMENTS INC. TOWN OF SOUTHOLD BUILDING DEPA POBOX74 PO BOX 1179 EAST MARION NY 11939 SOUTHOLD 'NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12408204-2 25934 01/27/2021 TO 01/27/2022 1/26/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE. IS INSURED WITH THE NEW YORK STATE INSURANCE FUND •UNDER POLICY NO: 2408.M4-2, COVERING THE ENTIRE OBLIGATION, OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT .AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION.OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOSE F'SARABIA SARABIA JF HOME IMPROVEMENTS INC THIS CERTIFICATE IS ISSUED AS A _MATTER OF' INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEWYORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:491008038 U=26.3 SARAJFH-01 . ASINCLA R ACORO4 -- � TE DA (neMiDD/YYYY) CERTIFICATE .OF LIABILITY INSURANCE 1i2512621 THIS CERTIFICATE IS ISSUED AS A .MATTER OF INFORMATION ,ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT.AFFIRMATIVELY OR'NEGATIVELY AMEND, EXTEND OR;ALTER'THE COVERAGE AFFORDED BY THE POLICIES' BELOW. THIS CERTIFICATE'.OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER;AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy((es)-must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION. IS WAIVED, subjeo 'to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER O ACT MJD3 Associates LLC PHONE FAX'k.,: 7-11 Suffern Place a CANo,Ext: 845 :633-2250. A/c;No Suft m,NY 10901 ' INSURERS AFFORDING COVERAGE NAIC# INSURER A:Utica First Insurance Co. 16329 INSURED INSURER B Sarabla J F Home Improvements,inc'. INSURER C: :1040 Middleton Road INSURER D _ . reeriport,NY 17944 INSURER E: INSURER F.: COVERAGES -CERTIFICATE NUMBER- REVISION NUMBER,___' THIS IS TO CERTIFY THAT THE POLICIES"OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ,INDICATED.. 'NOTWITHSTANDING ANY REQUIREMENT; TERM OR CONDITION .OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO.WHICH THIS CERTIFICATE MAY ISSUED OF MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES'DESCRIBED-HEREIN IS SUBJECT TO ALL THE TERMS, 'EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMITS SHOWN MAY HAVE BEEN REDUCED BY'PAID CLAIMS. ILR T TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP S POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE , $ 1,000,000 CLAIMS-MADE ®.00CUR X ART616330800 1/14/2021 •1/74/2022 DAMAGE TO RENTEDITeaQW $ 60,000 PREMISES(E" MED EXP(Ahy one persorii $ 6,000 PERSONAL&ADV INJURY .. $' -. 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 2,000,000 P O- GENERALAGGREGA7E. $ X POLICY❑JECT .❑LOC' 2,000,000 PRODUCTS=COMP/OP AGO $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO BODILY INJURY Per erson $ OWNED. SCHEDULED 'AUTOS ONLY AUTNOS Ep BODILY INJURY Per accident AUTOS ONLY AUTOS ONLY P OP.E den DAMAGE $. r $ UMBRELLA UAB OCCUR EACH OCCURRENCE- $ EXCESS LIAB ,CLAIMS-MADE AGGREGATE DED I I RETENTION'$" $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YINTE2 ER ApNFFICER,MgMgE�EXCLUDED?ECUTIVE N I A (Mandatory an NH) E:L EACH ACCIDENT $ If yes,dscribe under E.L.DISEASE-EA EMPLOYEE'$ DESCRIPTIONeOF OPERATIONS below E.L.DISEASE POLICY LIMIT '$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD'70%Additional Remarks Schedule,may be attached ii more space is required) Town of Southhold Is included as additional,insured; CERTIFICATE HOLDER CANCELLATION . . SHOULD ANY-OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Toinln Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED -IN- ACCORDANCE WITH THE POLICY PROVISIONS: Building Department 64376'Main Road P.O.,BOX 1179 AUTHORIZED_REPRESENTATIVE Southold;NY 71971 ACORD 25(2016/03) 01988=2015 ACORD CORPORATION.-All rights reserved. The ACORD name and logo are registered marks of ACORD. 1 1<<Ii .JUN 0 2 2022 BUILDING DEPT �� / `�FUSc.\ TOWN OF SOUTHOLQ -L ^ 9 04 22)0 1 — ----- _ - op •r I— +- — — — — — — + + — — — — — — —+ Ar X.i ....w�.....,..-..vv...+.-.�v..+.+..w>_..w.u�.�nn...�.....,.....o-_�.N ...J. .. ��.�•4 a DBL. 2X6 GIRDER,TYP. � Lo I I I I I I II II � � - - - - - - -I- - - - - - - - 6X6 POST ANCHORED TO CONCRETE FOOTING AT ;, BASE CLAD WITH SIDING --- - - + -f- — — — — - - TRIM TO MATCH HOUSE, TYP. _ � • , :r PLAN - PROPOSED 1 /2" = 1 ' - 0 DRAWINGTM: PROJECT NAME: PORTICO DESIGN KARL HOUSE 1090 CEDARFIELDS DRIVE CGREENPORT,NY 11944 GU PROJECT NUMBER SCALE DATE: mmn� 1•-,v• MAY 312071 i ?,EARc Gail Fu ►L1.. yj 0412�� SOF NE`�� DCS ROOF JOISTS ATTACHED WITH METAL 72 JOIST HANGERS,TYP. &8 - � DBL.DSf RIDGE BEAM DBL.DCS GIRDER,TYP. co io SXB POST ANCHORED TO CONCRETE FOOTING AT to to io io BASE CLAD WITH SIDING io m TRIM TO MATCH HOUSE, I TYP. to N 1n i STAIRS S'RISER/1T TREAD, TYP. FRONT ELEVATION SIDE ELEVATION SECTIO 1 PROPOSED 1/4"=1'-0" PROPOSED 1 PROPOSED 1/4"=1'-0" DRAWING TITLE: PROJECT NAME: PORTICO DESIGN KARL HOUSE I 1090 CEDARFIELDS DRIVE CGREENPORT,NY 11944 DESIGN PROJECTNUMBER: tSCALE: DATE: 2D20.03 }•_1V MAY31,2W AP VED AS NOTED DATE: B.P.# FEE:5 D pY. RETAIN STORM WATER RUNOFF NOTIFY BUILDING �DEPARTMENT AT PURSUANT TO CHAPTER 236 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: OF THE TOWN CODE. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - ;tq MUST BE COMPLET . 0 ALL CONSTRUCTI;:;.- SHALL MEET THEAL-z �.. 81NG REQUIREMENTS OF THE CODES OF NEW PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR 8c"WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. 1`€$fING'BE50RE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PL UMBER CERTIFICATION AS REQUIRED AND CONDITIONS OF ONLEADCONTENT,BEFORE CERTIFICATE OFOCCUPANCY ----6941H01"T NA 1 PI AgNING BOARD SOLDER USED IN,kA,TER T; SUPPL Y SLYSTEM,,CAIVNOT , TRUSTEES EXCEED 211-0 OF-I/LEAD. OCCUPANCY OR ELECTRICAL USE IS UNLAWFUL INSPECTION REQUIRED WITHOUT CERTIFICAT;' OF OCCUPANCY Blower door and ductwork All exterior lighting testing required. installed,replaced or repaired shall conform to Chapter 172 of the Town Code ,r ADDITIONS&ALTERATIONS TO THE CASH ALLOWANCES 1.To provide adequate budgeting to cover items not precisely determined by the Owner KARL RESIDENCE prior to construction,allow within the proposed Contract Sum the amounts described in this Section.Allowances shall be included in the Contract Sum. GREENPORT, NY 2.Allowance items will be selected by the Owner or specified by the Architect and approved by the Owner.A price for these items will be provided to the Owner for approval INDEX OF DRAWINGS and documented in a Change Order. If the actual price is less than the Allowance,a credit will be deducted from the Contract Amount. If the actual price is more than the ISSUED FOR Allowance,a charge will be billed to the Contract Amount equal to the additional cost to PRICING I PERMIT CONST,I the Contractor plus a standard overhead charge. The overhead charge will be agreed upon prior to the start of construction. T-100 TITLE&SPECS 3.Specific Cash Allowances: T-101 SPECS a. Master BR closets-Built ins T-102 SPECS $1000.00 T-103 SPECS b. Plumbing fixtures-toilets/sinks/faucets etc. SURVEYORS PLOT PLAN $10,000.00 A-101 BASEMENT PLAN c. Countertops-Kitchen,Master Bath A-101 FIRST FLOOR PLAN p A-102 SECOND FLOOR PLAN $3000.00 A-200 ELEVATIONS f. Ceramic tile-Master Bath floors&shower surround,Bath 1 floors&shower A-201 ELEVATIONS surround A-202 ELEVATIONS $2000.00 total A-300 SECTIONS 4.Provide an allowance for electrical subcontractor to pull wiring for AV at Family Room A-301 SECTIONS TV A-400 DETAILS A-700 INTERIORS NOT INCLUDED IN CONTRACT A-701 INTERIORS The following items are not included as part of this Contract: A-702 INTERIORS a. Bank inspection fees,if applicable. A-800 SCHEDULES b. Permit fees. E-100 FIRST FLOOR ELECTRICAL PLAN c. Decorative lighting fixtures provided by Owner as noted on electrical plans. E-101 SECOND FLOOR ELECTRICAL PLAN d. AV and security system. S-101 FIRST FLOOR STRUCTURAL PLAN 5-102 1 SECOND FLOOR STRUCTURAL PLAN S-103 I ADDITION ROOF STRUCTURAL PLAN CLEANING 1.Throughout the construction period,Contractor shall maintain the buildings and site in a standard of cleanliness as described in this Section. 2.Site&Structure: a. Maintain the site in a neat and orderly condition at all times. b. At least weekly inspect the structures and pick up all scrap,debris and waste material DIVISION 1-GENERAL REQUIREMENTS and remove them to the place designated for their storage. c. At least weekly sweep interior spaces clean."Clean"for the purpose of this paragraph SCOPE OF WORK shall be interpreted as meaning free from material capable of being removed by 1.The Project,of which the Work of the Contract is a part,is composed of:Demolition of reasonable effort and a hand-held broom. existing masonry patio and disposal of all refuse&construction of a new One story 3.Final Cleaning: addition and renovation of areas noted in plans herein.Project to be at 1090 a. "Clean"for the purpose of this Article shall be interpreted as meaning the level of Cedarfields Dr.Greenport,NY 11944. cleanliness generally provided by skilled cleaners using commercial quality building 2.The Contract Documents between the Owner/Builder include:Drawings scheduled in maintenance equipment and materials. See Scope for cleaning by professional the index of drawings above&dated 1112/2020. "GREEN"cleaners. 3.The scope of the work under all Divisions shall include all labor,materials,equipment, b. Prior to completion of the Work,remove from the job site all tools,surplus and services scheduled,indicated or referred to either in the Drawings or herein materials,equipment,scrap,debris,and waste. specified. The contents of the Contract Documents are complimentary,and what is c. Site:Unless otherwise directed by the Owner,broom clean paved areas on the site and required by one shall be as binding as if required by all.Any work not cited specifically public paved areas adjacent to the site. Completely remove resultant debris. in the Contract Documents,but which can be reasonably inferred therefrom as being d. Structures: necessary to produce the intended results in a quality manner,shall be considered as (1)Exterior: included in the scope of the work.Any items or materials noted in one detail or section a.Visually inspect exterior surfaces and of the drawings shall be included in the scope of work for all other similar areas or remove all traces of soil,waste materials,smudges,and other foreign matter. elements. (2)Interior: 4.Items noted as"N.I.C."are not included in the contract and shall be furnished AND a.Visually inspect interior surfaces and remove all traces of soil,waste materials, installed by the Owner under separate contract.Lighting fixtures,plumbing fixtures, smudges,and other foreign matter. and appliances are the exception to this.The General Contractor shall afford other b.Remove paint droppings,spots,stains,and dirt from finished surfaces. contractors reasonable opportunity for the introduction and storage of their materials (3)Glass:Clean inside and outside. and equipment and for the execution of their work,and shall properly coordinate his e. Schedule final cleaning as approved by the Owner to enable Owner to accept a work with theirs. completely clean structure. 5.The Contractor shall be responsible for submitting all necessary documents and drawings to the Town of Greenport building department to secure a building permit in CLEARING the Contractor's name as well as secure all Certificates of Inspection and a final 1.Restore damaged work to condition existing prior to start of work,unless Otherwise directed. Certificate of Occupancy as required by all authorities having jurisdiction over the 2.The Owner,or their Landscape Contractor,shall relocate all trees,shrubs,and vegetation Work. Building permit fees to be paid by Owner. which they want to replant after the work is complete.The Contractor shall protect existing 6.Regulatory Requirements:All federal,state,and local building codes and regulations,the trees and vegetation to remain from physical damage. New York State Building Code,Health Department Regulations,and Zoning Ordinances,and 3.Remove trees,shrubs,grass and other vegetation,improvements,or obstructions as all of such authorities having jurisdiction over the Work shall be strictly followed. indicated or which are in direct conflict with new construction. 7.Materials and Workmanship:All materials shall be new(recycled or reclaimed as noted)and 4.After the area has been cleared of vegetation,strip the existing topsoil in those areas to be represent the quality of brand names stated herein.Contractor reserves the dght to make excavated.Stockpile topsoil for re-use during final grading in an area clear of new substitutions or equal quality,appearance,and design,with Architect's and Owners Approval. construction. 8.Low Emitting Materials:All paints,stains,adhesives,caulks,and sealants shall below or no-VOC products and free of formaldehydes.All caulks,sealants,and adhesives shall be DEMOLITION.REMOVAL,AND PROTECTION GREENchoice by Titebond or low-VOC by Titebond or approved equal. 1.Demolish existing patio and remove all existing construction materials and equipment.All 9.Waste Management:Provide on site recycling containers,bins,and dumpsters to divert a refuse is to be taken off site and disposed of in approved methods and locations. maximum amount of materials from landfills or incinerators. 10.Final Cleaning:All rubbish,construction debris,and unused or discarded materials,shall be EXCAVATING,BACKFILLING,AND GRADING removed from the premises prior to occupancy.All Windows shall be cleaned inside and out 1.Excavating: Perform excavating as required within the limits of the Work to the lines, (stickers removed).Cabinets,fixtures,and mirrors shall be cleaned.Test and adjust all grades,and elevations as specified on the Drawings and as indicated herein. hardware,doors,cabinet doors and appliances. House shall be cleaned once by professional a. Excavate topsoil and stockpile in area designated on site, "GREEN"cleaners prior to Occupancy. 11.Starting and Balancing of Systems:The new HVAC and plumbing systems shall be b. Excavate subsoil required for building foundations,construction operations and other` started,tested,and balanced prior to final completion.All new electdcal outlets,circuits, Work. switches,and equipment shall be tested. c. g 9 In excavatio for footings and foundations,take care not to disturb bottom of excavation. 12.Preoccupancy Flush:Flush the home with fresh air after all phases of construction are d. Excavate and backfill in a manner and sequence that will provide proper drainage at all completed.Flush the entire home,keeping all interior doors open for a total of 48 hours(the times. hours need not be consecutive). Keep all windows open and run a fan continuously and e. Notify call before you dig as well as all appropriate agencies prior to excavation. exhaust fans operating continuously at the highest flow rate.Use additional fans to circulate f. Where rocks,boulders,granite,or similar material is encountered,remove such material air within the home.Replace or clean the HVAC air filter(s)afterward, by means which will not endanger buildings or structures on or off the site. 13.Warranty:Minimum of Standard builder's(1)year warranty on all items from date of the 2.Backfilling: Backfill excavations as promptly as progress of the Work permits,but not until Certificate of Occupancy,unless longer periods are prescribed by state statute,by particular completion of the following: manufacturers of components or by other provisions of this Agreement.Builder to provide a. Acceptance of construction below finish grade. documentation for all items with manufacturers'warranties. b. Removing concrete formwork. 14.Attic Stock:The following attic stock shall be left on the premises: c. Removing of trash and debris. a. Tile-minimum of one half box of each tile used. d. Fill and backfill materials: b. Paint(Exterior and Interior)-one can of paint for each color,clearly identified as to (1)Provide soil materials free from organic matter and deleterious substances, location. containing no rocks or lumps over 3 inches in greatest dimension. c. Siding-one bundle each of vertical siding. (2)Where and if shown on the Drawings or otherwise required,provide topsoil d. Touch up kit for cabinets and built-in's(if applicable). consisting of friable,fertile soil of loamy character,containing an amount of organic 4�µaD ARCh matter normal to the region,capable of sustaining healthy plant life,and reasonably free 5 Fv r�, from subsoil,roots,heavy or stiff clay,stones larger than 2 inches in greatest dimension, mo `�o a noxious weeds,sticks,brush,litter,and other deleterious matter. a S.Grading: Uniformly grade the area around the new construction to provide drainage away from the structures and to prevent ponding. rFOF 14 T1 00 KARL RESIDENCE PERMIT APP. 3l7 TITLE&SPECS DIVISION 3-CONCRETE 7,Underlayment:Use 1/2"APA rated undedayment,exterior,or Particleboard,oriented strand board,waferboard or structural particleboard,with waterproof resin binder. CONCRETE FORMWORK 8.Sill gasket on top of foundation wall:Glass fiber strip,width equal to plate dimension. 1.Provide formwork for cast-in-place concrete for the construction shown on the 9.Sill flashing:Galvanized steel or aluminum. Drawings,as specified herein,and as needed for a complete and proper installation. 10.Air infiltration barrier. Dupont"Tyvek".Coord.with manufacturer's requirements for 2.For foundations,use wood,metal,or fiberglass forms substantially constructed to fiber cement shingles/clapboards. prevent bowing or disfigurement during concrete placement and curing. 11.Termite shield:Galvanized sheet steel or aluminum,verify corrosion resistance with any 3.Construct formwork so concrete members and structures are of correct size,shape other metals in contact. alignment,elevation and position. 12.Wood Treatment:All lumber noted as"PT"or"pressure treated"on Drawings to have 4.For footings and foundations,use boards or planks secured to wood or steel stakes, Wood preservative,pressure treatment:AWPA Treatment C,using waterbome substantially constructed to shapes indicated and to support the required loads. preservative with 0.25 percent retainage,rated for specific use. 5.Side forms for footings may be omitted,and concrete may be placed directly against excavation,providing such placement is permitted by the local governmental agency FINISH CARPENTRY having jurisdiction. 1.Provide wood,nails,screws and other items,and perform finish carpentry for the 6.When omission of forms is accepted,provide additional concrete 1 inch on each side construction shown on the Drawings,as specified herein and as needed for a complete and of the minimum design profiles dimensions shown on the Drawings. proper installation. 2.Perform work in accordance with Architectural Woodwork Institute Quality Standards. CONCRETE REINFORCEMENT 3.Comply with local code requirements forfire-resistive construction. 1.Provide concrete reinforcement where shown on the Drawings,as specified herein and 4.Softwood lumber: as needed for a complete and proper installation. a. Species:Southern Pine or poplar 2.Reinforcing Bars: Deformed billet steel bars,grade 60. b. Grade:Paint-grade finger-joint c. Type of finish:Paint CAST-IN-PLACE CONCRETE 5.Interior trim: 1.Provide cast-in-place concrete where shown on the Drawings,as specified herein,and a. Material:Poplar as needed for a complete and proper installation. b. Grade:Paint-grade 2.Concrete: a. Provide a standard brand of Portland cement,Type I or II. DECKING b. Fine aggregate:Provide washed natural sand having strong,hard,durable particles. Grade from coarse to fine. 1.Ipe Decking:See Drawings for locations. c. Coarse aggregate:Use coarse aggregate of the largest practicable size for each a. Size:s/4x6(1"x 5Y2") condition of placement. b. Install using concealed fasteners d. Use only clean potable water. 3.Unless otherwise directed use Portland cement to achieve a weight of not more than 110 pcf and an ultimate compressive strength of 3000 psi at 28 days. 4.Slump: DIVISION 7-THERMAL&MOISTURE PROTECTION a. Footings and slabs on grade:3 inches b. All other concrete:4 inches BITUMINOUS FOUNDATION DAMP PROOFING 5.Expansion joint filler:Use preformed strips,non extruding,and resilient bituminous 1.Provide cold applied asphalt bituminous dampproofing at foundation type of thickness indicated. below grade,as shown on the Drawings,as specified herein,and as 6.Vapor barrier membrane:Use 6 mil thick polyethylene sheet. needed for a complete and proper installation. 7.Placement: 2.Use materials that comply with the following standards: a. Do not allow concrete to drop more than V-0"from chute, a.Asphalt:ASTM D449,type I. b. Do not rake or push concrete more than 20'-0"once it is poured. b. Asphalt Primer.ASTM D41,compatible with substrate 8.Curing:Prevent premature drying and excessive hot or cold temperatures. 9.Interior slabs shall receive a steel trowel finish; Exterior slabs shall receive a coarse BUILDING INSULATION broom finish. 1.Provide closed celled spray foam insulation and air barrier material,Certainteed 10.Exposed concrete foundation walls shall recieve a parge coat finish. Certa-Spray(or approved equal)at entire structure envelope.Thicknesses specified at locations below: Location R-value DIVISION 4-MASONRY All Exterior walls R-20 First floorjoist bays R-44 STONE Underside of Roof R-41 1.Marble Saddles:Provide and install stock whiteCarrara marble(or equal)saddles at bathrooms. ROOFING 1.'Englert'galvalume vertical standing seam metal roof. 2.Stone Countertops:Contractor to supply and install 14'stone countertops in the 2.Match roofing material at all ridges and valleys. Kitchen,Master bath, and Bath 1. Field measuring,templating and delivery to be 3.Red rosin paper over entire roofing area. included.Specific materials T.B.D.-see allowances. 4.Ice and water shield at all valleys,hips and eaves(min 36"inside of exterior sheathing). 5.3/4"cdx plywood sheathing. DIVISION 5-METALS GUTTER SYSTEM 1.Entire gutter system,including all necessary components,to be Galvalume at locations as STRUCTURAL METAL FRAMING 1.Provide steel tally columns in crawl space and hollow steel section tube columns from indicated on Drawings,as required by job conditions,and according to normal industry standards. footings to roof ridge beam as indicated on structural drawings. a. te'gutters 2.Use specified specialized connection plates/brackets for all concrete-steel and b. 4"4"round smooth leaders steel-framing connections as indicated. DIVISION 6-WOOD AND PLASTICS FLASHING 1.Provide flashing,step flashing,counter flashing,drip edges,drip caps,and wall caps as ROUGH CARPENTRY indicated on Drawings,as required by job conditions,and according to normal industry 1.Provide wood,nails,bolts,screws,framing anchors,and other items and perform rough standards. carpentry for the construction shown on the Drawings,as specified herein,and as 2.All exposed flashing to be Galvalume to match gutters. Verify corrosion resistance with all needed for a complete and proper installation. other metals in contact. 2.Standard Lumber Materials:Use lumber,S4S.S-Dry unless otherwise indicated,grade 3.All concealed flashing to be non-corrosive metal. marked complying with the following requirements: 2.Drip and Rake Edges:To be continuous around entire roof. a. Girder Framing-Species:Douglas Fir Grade:#2 and better GRN 3.Flashing at Doors and Windows:Fully flash with non-corrosive metal at all window and door b. Joist framing-Species:Douglas Fir Grade:#2 and better GRN openings,Including pan flashing at sills,side flashing that extends over pan flashing,and top flashing c. Rafter framing-Species:Douglas Fir Grade:#2 and better GRN that extends over side flashing.Provide continuous Galvalume ddp cap over all window and door d. Studding-2x6 at exterior walls,2x4 and 2x6 at interior walls as indicated:"Stud"or trims. #2 and better Structural Light Framing grade. e. Non-structural light framing:Standard grade or better. No utility grade. HOUSE WRAP f. Concealed boards: Standard grade. 1.Coordinate requirements with Insulation manufacturer.Install house wrap over exterior sheathing g. Sill boards:Pressure treated, as per Drawings.Install according to manufacturer's requirements. h. Structural light framing:#2 or better. i. Lumber for misc.uses:Unless otherwise noted,use standard grade lumber for CLEAR CEDAR VERTICAL SIDING support of other work,including bucks,natters,blocking,furring,grounds,stripping, 1.Vertical Siding:A&Better vertical siding, and similar members. 3.Accessories: 3.Standard Fasteners:Galvanized steel for exterior,high humidity,and treated wood a. Fasteners:Use galvanized or stainless steel nails, Nails to be of sufficient length to locations.Plain finish elsewhere. penetrate 3/4"sheathing. 4.Joist hangers:Galvanized steel,sized to suit framing,U.O.N.at exposed carpentry. b. Flashing:Non-corrosive sheet metal. 5.Anchors: a. Hollow masonry:Toggle bolt. b. Solid masonry or concrete:Expansion shield and lag bolt. EXTERIOR PAINTED TRIM c. Steel:Bolt or ballistic fastener. 1.Provide factory-primed exterior window and door trim,fascia,and miscellaneous trim as 6.Sheathing Materials: shown on the Drawings,as specified herein,and as needed for a complete and proper a. Exteriorwall sheathing:Use 3/4"CDX plywood,APA rated,PS-1 orAPA PRP-108. installation. b. Subflooring:3/4"thick APA rated sheathing. 2.Materials: r. Rnnf sheathing: 3/4"CDX plywood,APA rated, a. Product:Azek(smooth finish) tEaeo ARCN b. Color.T.B.D. a r,u r c. Sizes:See Drawings 3.Accessories:Use only those accessories that are approved by the product manufacturer. r• ' 4.Installation:Comply with manufacturer's instructions. .P k 0122. 'fFOF T101 KARL RESIDENCE PERMIT APP. 3/7 TITLE&SPECS DIVISION 8-DOORS&WINDOWS b. Primer/sealer.Apply to knots and pitch pockets where a painted finish is to be provided. 5.Painting Finishes: a. Gypsum Drywall-One coat Latex Primer,two coats of Latex finish. INTERIOR DOORS b. Painted Wood-One coal wood primer,One coat enamel undercoater,One Coat Alkyd 1.Interior doors:Provide and install interior doors,complete in place with finish hardware Semi-gloss Enamel. installed of the types,designs,and sizes shown on the Drawings,as specified herein,and c. Natural Finished Wood-Two coats of Trim Varnish. as needed for a complete and proper installation. d. Exterior trim to be painted with two coats of Benjamin Moore exterior acrylic house 2.Slabs shall be 6'-8"high and minimum 1 3/8"thick. paint-MoorGard or equal. 3.Hardware:Provide and install passage,privacy,shower,and dummy sets as required and as shown on Drawings. DIVISION 11-EQUIPMENT a. Manufacturer.T.B.D. 4.See Window and Door Schedules(A700). APPLIANCES 1.Appliances as noted on the plans to be supplied by owner and installed WINDOWS AND GLAZED DOORS by Contractor. 1.Provide windows and glazed doors as shown on the Window Schedule,as shown on the Drawings,as specified herein,and as needed for a complete and proper installation. 2.Manufacturer:Anderson Windows DIVISION 15-MECHANICAL 3.Exterior Casing:Azek. 4.Interior Finish:Primed white PLUMBING 5.Glazing:Double pane filled with Low-E argon gas 1.Contractor to supply and install plumbing fixtures,see Drawings and fixture allowance. 6."Invisible"Screens:Provide at all operable windows and doors. Contractor to install plumbing materials,labor,equipment,and services as necessary to 7.Exterior Flashing:Non-corrosive sheet metal. furnish,deliver,and install work of this section shown on the Drawings,as specified 8.Hardware: herein,and as needed for a complete and proper installation including,but not limited a. Windows:white to: b. French Doors:T.B.D. a. Domestic hot and cold water piping systems and equipment. b. Drain,waste and vent systems. 2.Provide and install plumbing fixtures,including all trim,fittings and related accessories FINISH HARDWARE at locations indicated on Drawings as follows: 1.Provide finish hardware,trim attachments,and fastenings required to complete the Work as a. Dishwasher shown on the Drawings,as specified herein,and as needed for a complete and proper b. Cast Iron supply lines to gas appliances installation. c. Valves,fittings,and hangers as required. 2.Fasteners: d. Miscellaneous Piping Specialties:Strainers,hose bibs,wall hydrants,post hydrants, a. Furnish necessary screws,bolts,and other fasteners of suitable size and type to anchor sanitary hydrants,hose-end drain valves,slop and waste drain valves;water the hardware in position. hammer arresters,trap seal primer valves,horizontal backwater valves,drain outlet b. Use fasteners which are consistent with the hardware as to finish and material. backwater valves,air-admittance valves,stack gashing fittings,vent raps,vent 3.Where butt hinges are required to swing 180 degrees,use hinges of sufficient throw to clear terminals,roof gashing assemblies. doortrim. e. Cleanouts:Cast-iron cleanouts,ASME At 12.36.2M. 3.Sanitary Waste Piping,Within Building DIVISION 9-FINISHES PVC pipe:ASTM D2729,solvent weld joints. 4.Water Piping Above Grade GYPSUM WALLBOARD SYSTEM Copper tubing:Type M,hard drawn,with cast brass or wrought copper fittings and 1.Provide gypsum drywall and accessories where shown on the Drawings,as specified soldered joints. herein,and as needed for a complete and proper installation. HEATING VENTILATING,AND AIR CONDITIONING 2.Gypsum board: 1.Contractor shall provide a detailed outline of the proposed new mini split system and a. Thickness:1/2" associated costs as part of the bid for heating,ventilating,and air conditioning systems as b. Use maximum available lengths to minimize end to end butt joints. shown on the Drawings,as specified herein,and as needed for a complete and proper c. Standard Type:48"Sheetrock or equal,paper faced. installation,including the following: d. Damp and Tiled Areas: Moisture resistant'Greenboard'type(ASTM C630)at a. Wall mounted cassettes bathroom walls and dropped ceilings. b. Condensing units 3.Joints:All joints between boards,at screw heads and other depressions shall be neatly c. Refrigerant piping taped,and filled with a minimum of three coats of joint compound,feathered and finish d. Thermostats surface smoothly sanded and in plane with adjacent wallboard surface,according to e. Air filtration manufacturer's instructions. f. Accessories 4.Metal trim,comer beads,and edge beads shall be provided in accordance with 2.All work to comply with ASME Code,ASHRAE 15,NY Basic Building Code,NY Fire Safety manufacturer's instructions. Code,and the Town of Greenport. 5.Fasteners: For fastening gypsum wallboard in place on wood,use 1-1/4 inch type W 5.Cassette locations to be verified with owner prior to installation. bugle-head screws or annular ring nails recommended by the wallboard manufacturer. 11.Local Exhaust Requirements:Exhaust fans shall be Installed at all bathrooms,see Drawings for 6.Drywall construction with defects of such character which will mar appearance of finished make and model.Install local exhaust systems in all bathrooms Including half baths and the kitchen work,or which is otherwise defective,will be rejected and shall be removed and replaced to meet the requirements of sedion 5 of ASHRAE standard 62.2-2007.Install fans and ducts to at no expense to the Owner. meet the requirements of section 7 ASHRAE standard 62.2-2007. Exhaust fans shall not exhaust into Interstitial or interior spaces. 14.Thermostats:Locations shall be approved by Architect prior to Installation. FLOORING 15.Refrigerant piping and condensate lines,as required. 1.Wood Flooring: 16.System Protection:Upon installation,seal all permanent ducts and vents to minimize contamination a.White oak Flooring with stain&2 coats of water based polyurethane.Supplier T.B.D. during constmction.Remove any seals after all phases of constructlon are completed. Contractor to submit samples for Giant review.Plank Width:4" 19.Temporary Utilities:The Owner shall pay for the cost of temporary heat,if required,during construction. The oil and/or gas supplier will bill the Owner directly. b.Thickness:5/8" 2.Tile:See Drawings for locations. DIVISION 16-ELECTRICAL CERAMIC TILE ELECTRICAL DISTRIBUTION AND LIGHTING 1.Bathrooms:Tile at all bathrooms areas noted. See allowances. 1.Provide complete electrical,'and data service as shown on the Drawings,as specified 2.Substrate: herein,and as needed for a complete and proper installation. a. Walls and ceilings: (1)Water-resistant backing board,'Greenboard'or equal,to be used behind all tiled wall 2•Provide interior and exterior lighting as shown on the Drawings,as specified herein, areas at bathrooms and as Scheduled for a complete and proper installation. b. Maximum surface variation: 3.Use only new materials of the type and quality specified.Where Underwriters' (1)Dry-set:walls:1/8"in 8';Floors:1/8"in 10' Laboratories,Inc.have established standards for such materials,use only materials (2)Organic:walls:1/8"in 8';Floors:1/16"in 3' bearing the UL label. 5.Installation: Maintain temperature at minimum of 55 degrees F during installation and for 7 4.Service days. a. Verify existing service has aperage sufficient for proposed work.If an upgraded service is required,coordinate with Owner&Architect:to be billed as a C.O. PAINTING b. Contractor(or electrical sub-contractor)shall perform all circuiting calculations 1.Paint and finish exposed surfaces as specified herein and as needed for a complete and for all new electrical work as required for approval by local authorities. proper installation. c. Verify the amperage required by code to meet the proposed load of the house. 2.Surface Preparation:Properly clean,sand and touch-up all surfaces to receive paint.All 5.Contractor shall furnish and install power wiring to all equipment,appliances,and surfaces shall be perfectly dry,clean and smooth. other locations not specifically indicated on the plans,but which are required to 3.Environmental Conditions complete the work. a. Do not apply solvent-thinned paints when the temperature of surfaces to be painted 6.Wiring and the surrounding air temperatures are below 45 degrees F,unless permitted by the a. Nonmetallic sheathed cable,size 14 through 4 AWG:Capper conductor,600 volt materials manufacturer. insulation,rated 60 degree C,type NM. b. Do not apply paint in the snow,rain,fog or mist;or when relative humidity exceeds 85 percent;or to damp or wet surfaces. b. Switch and Receptacle Plates:Gang adjacent units into single plate where 4.Paint materials:Paint materials to be Benjamin Moore stock colors,as selected by Owner. applicable. Manufacturer:Lutron'Decors' A maximum of four different paint colors shall be used without additional charge to the Owner.The cost of preparing more than four color samples shall be billed to the Owner as Color:White a Change Order. c. Switches: a. Undercoats and thinners: Manufacturer:Lutron EaeonRCH (1)Use undercoat paint produced by the same manufacturer as the finish coat. Style:'Decors'rocker-type,rated 20 (2)Use only thinners recommended by the paint manufacturer,and use only to the amperes,and 120-277 volts AC. recommended limits. , - Color.White r (3)Use undercoat,finish coat and thinner as parts of a unified system of paint finish. v' (4)Do not use latex primer on bare wood. 9r o.r=Zo yon (5)Do not use alkyd primer on gypsum board. Fop N£N T1 02 KARL RESIDENCE PERMITAPP. 3/7 TITLE&SPECS I a. Dimmers: Manufacturer:Lutron Style:'Decors'rated for 600 Watts minimum,size to accommodate circuit shown on the Drawings. Color:White b. Receptacles: Manufacturer:Lutron'Decora'or equal Color:White c. Specific Purpose Receptacles:Configuration as noted on the Drawings. Manufacturer:Lutron Decora'or equal Color:White d. Weatherproof cover plate:Gasketed cast metal with hinged gasketed device covers. 9.Luminaires and Lampholders: a. Luminaire schedule:Product requirements for each luminaire and lampholder are specified in the Lighting Fixture Schedule. b. Lighting fixtures noted on Drawings to be"provided by Owner"shall be installed by the Contractor if supplied to the Contractor prior to Substantial Completion. Locations where fixtures have not been supplied by Owner before substantial Completion will be fitted with a porcelain socket and 60 Watt lamp,supplied by contractor. Subsequent installation of light fixtures,if required by Owner,will be billed as a Change Order. 4�PEo AR mvy°sa"'°"O SFA m 0�122U O� 9JF OF t4 T1 03 KARL RESIDENCE PERMITAPP. 3/7 TITLE&SPECS 1 z A201 A301 A301 Azoz UNFINISHED BASEMENT I Azoo FO-0-2-1 T,-0„ d°SLAB FLOOR OVER 8 B ITEM EOCOMPAOTEO PINNEWFOONDATION WALL 8 FOOTING TO EXISTING,EI- EMBED(<)#REBAR VERTGALLY,CAST INTO NEW WALL EXISTING o UNFINISHED BASEMENT 001 LS Ef u 3 t�pEO ARCH N, BASEMENT PLAN �16OF NE�y PROPOSED 1/4"=1'-0" A1 00 KARL RESIDENCE PERMIT APP. 317 BASEMENT PLAN 1 z A201 A301 4 3 — 1 en 7 wi 2 A301 FAMILY RO& \ B•DIA CEILING 1O5 _ PAN JJ A202 \ ' � I AZ00 i4'fi1�' 1 VAULTEDCEILING— — MITSUBISM PROMDEPTWOOD FRAMED pgOVIOE FROSTED NICKEL GAP PAINTED BAq MINISPLIT NOWALL LANDING AN STEPS WTH FILM AT SHOWER NATURAL AL—ERNATE 112- UNIT,SEE INT EL iX81PE DECKING fl 99 W N.w NATURPL WOOD —GAP FOR LOCATION CABIE RAIL.SEE DETAIL 1 _ CEILING WITH SEMI-OPAQUE INFORMATION 1 WHITESTAIN -1 E REF PANTRY CAES OWNER WILL WORK WITH 3RD PARTY G._�f.. 9ITENER TOPRPPLD-ITCHENCABIINET ON DYINT CONTRACTOR DGINTALL _ CONTRA ORAN OESIGPLL CABINETS AND APPLIANCESPERPIAN CONTRACTOR WILLPROVIDEALL I NECESSARY PLUMBING AND I ELECTRICAL CONNECTIONS TO O4V APPLNNCES AND CABINSTRY,FINAL I IAYOUTANDAPPLIANCELOCATIONS TO BE COORDINATED LMTH CABINET BEDROOM NO WOPK COMPANY AND INTERIOR DESIGNER � n NXISTIN8 ro EW RANGE NO WORK V � JZOLLOUT I INSTALL POT FILLER FAUCET FwsH SADDLE KITCHEtT L JJ PROVIDE NEW EXHAUST FAN 1 O4 IN EIUSTING FAN LOCATION CONTRACTOR TO SUPPLY AND MATERIAL ALLOMANC SEE MATERIAL PLLOWANCE ' DRNA,BALUSTERS —— HANDRAIL,SA LUSTERS AND NE-- BEE—CLE -- FOR MORE INFORMATION 4"11ECT-LTEOAKSTRIP NG.PROVIDE] COATS WATER BASED POLYURETHANE,TYP.AT 103, DEN 101 PAINT EX BRICK E K ——— \\U WALiNCRELncEID EY BETE N R ——— TIMBER SHELVES MINSSPUTPIC WP1L EPLALE CERAMIC TILE DINING FOR.SEE INT EL, BOOR.SEEALLOWANCES INFORMATION 103 D FIRST FLOOR PLAN PROPOSED 1/4"=1'-0" PEpED ARCh �U9 O8 Fu rb 1F� C f 041210 O� 9TFOF t1fi'�{ A1 01 KARL RESIDENCE PERMITAPP. 3/7 FIRST FLOOR PLAN DESIGN:ASCE 7-05,METHOD 1: (NORMAL WIND SPEED 130 MPH 3 SECOND GUSTS) SNOW LOAD:20 LB/SF SEISMIC CATEGORY:B rot F. Residence SHEAR WALL#1 HD9B S;AIL#2s,. HD9B SHEAR WALL#3 Greimport,LI. Standard Requirements: _ 1.Roof sheathing:lf2"plywood with Bid nails at 6"on center at panel edges. 117POW 2.Rafter straps at ridge:Simpson LSTA24 at every third rafter. 4 3 3.Rafter straps to first floor wag plate:Simpson H2.5A at each rafter. 4.Flrst floor wall plate to first floor stud:Simpson H2.5A at each stud. 5.Strap between headers M"and greater to lack stud:Simpson H6. 6.First floor stud to sill plate:112'plywood with Bid nails at 2"on center. 7.SIII plate to foundation wall:112'diameter double zinc coated anchor bolts at 48"on center. (V-0"maximum from each comer and plate ends) 8.Exterior plywood sheathing:1/2"plywood with 8d nails at 6'an center at panel edges. Unless otherwise noted.Provide 2 x 4 solid blocking on the flat between all studes at all — — — horizontal plywood joints for continuation of the nailing pattern. Job Specific Requirements: 2 1.Shear=11#1:(Exterior front wall of family mom):112'plywood with Bd nails at 6"on center at panel edges.Addition existing structure. 2.Shear wall#2:(Exterior left sideide wall of family mom):1/28 plywood with ed nails at 2" on center at panel edges.Simpson HD7B hold down at comers and each side of window. (4)locations. 3.Shearwall#3:(Exterior back wall of family mom):1/2"plywood with 8d nails at 6"on center at panel edges.Addition braced by existing structure.4.Shear wall#4:(Exterior left side wall of existing structure);Mass of existing structure � sufficient to brace family room addition. I _ BOLT PSL Tb EX.RIM JOIST. ALIGN BTM.OFEA BM WITH EX. STRUCTURE FOR FLUSH CEILING 1 SHEAR WALL#4 POST ON. POST ABOVE — x 18 PSL POST DN. r II I II II I I� I o I I I — � I I Ir- I cJL_J I I I I — II D ARCyi ��\y Gy`7 Fuspo ��,C1 • 0412 y� 9TF OF NES S102 KARL RESIDENCE PERMITAPP. 3/7 SECOND FLOOR STRUCTURAL PLAN m �� +y5 • RFC l - Z O SEF-ED IOEAND WATERSHIElONONG BEYONG INSIDE ACEOF A300 WAIL 1 11 V 11 BTNNPlG 6FAYIFFAL ROOF )'VMESEIFPDHE0.Ep ICEANO WATER 6HIEL0 uoNovAUEv T� TN /N cn 0 YA WI m z z GEaR3G m EXPOSFD LONCREIE SRSENENTWWOOW RROYRIEWINOOWWElL 0.3REpMEOWtiHFlNAI �' GRADE APPROIL FWISXGPAOE UNE I I LY I I I -------------- I I I I I — Z1 D w O aLS RFc m O z 1 � Z W4 1 SPMI WSIINGGIIIiER WHEREN eREaNGEFVEunE UNE STFNG�NGSWA METAL HGGF c'WIGESELFMHEAEG I EPNG�WpGhRV Hsao LLLWZ 5 W2 6 ``N cn 0 3 4 Z 1'lt`HREFINISHEG EG RSIgNG m -SEGCGNCHEfE AFHRGS.FINISH GRFGE LINE IL ------------------�-� ------------ ---------�, m --- ——————————— I 1—————————————————————————J D m w mD Cl) ay9 • fol r Y m0 C �P r N + o D O mei z_ ` ARK• iia 1 rn A300 STANDINGSEAM METAL F ROOF WIOESElFP➢HEREO CE MD WAIER SHIELD `T^o' a.ONGVA U r cn 0 D1 T' 1 m , tY5 PREFlNISHED cEOPRSIOING m EXPOSED CONCRETE MPROXFINISHGRADE STEEL CAHLE PPII urvE 6rsrEM,SEE OETaL ==�ELII TH I I I I I I I. T6R6•Sup--T I I I I I ANLHOREOTO I ArvLtG4 V MNEFODTING,'.E I � MN 6ELGNGRPDE I I I I I I I I r-I----- ------------------ L--------------------------------� 1, mL————————————————————————I---------———————————————————————--J D w G) cf) m C) Z MASTER MASTER CLOSET BEDROOM 9 1 ITT T AWB EX FRAMING FAMILYROOM KITCHEN -T UNIT 7.1UTIZ�-1 T.-- 7 wp-T WALL wmmu-N cn TYPI-FLOOR—11NU-N z ...... EX.FRAMING CONCRETE-IND WALL law ttPICAL CONCRETE LAB - ----------------------- TYPICAL�-CRUE FOOTING -u m SECTION PROPOSED c 0) y„ o m ,nj O fA No oEi A z I-ARK • i�y ttP.ROOF CONSTRUCTION Z , a,w�xwwEgA,wxs.xo�xxRq,,,wwx� A301 ' i•raxru,.moaxvmxq W4 1 mxuixa�ssEnus.a�o q..TEgs®+con. ttP.EXT.WALL CONSTRUCTION 71 mReNwseM,.ggowes� .swoaoo.erNxe LLUI �n•coxnYsnmsxuswxc :xssriwxncou To 1 1 I ttPFlwsxsnFLaow+R[vscHEnuU�TION Ziu iec MvxYlEtxRYwomsuarLmgBYnuPFA sE[ TUgeLR.nvouswt'ww6vegrKon muc TYPICAL CONCRETE FOUNO.WALL rnLoiwL®equwxouu wlry se gEewsimwxo ttPICAL CONCRETE SLAB somvs .P.V.coxcgEtEvmv PEwvogcwc awhvoLVVMdt BnRwrn ecoxvxcTEoslEww TYPICALCANCR FOOTING 1�qX cax xgeoncu PgoVlDEwwrcwsgvw ttP.PERIMETER DRAINAGE .�..:'. }f::;� ----------------------J m ...q.aq,,,EogLaP�.E � RL,�,EeePoa � egxx�L D .D ��1 SECTION PROPOSED 1/4"=1'-0" w ICE&WATER SHIELD V-9TE.EXTEND ICE ICE&WATER SHIELD MOTE; 8 WATER SHIELD 36'MIN.BEYOND FACE EXTEND ICE&WATER SHIELD 36°MIN.BEYOND FACE OF EXT. OF EXT.WALL SHEATHING) WALL SHEATHING) ENGLERT GALVALUME VERTICAL STANDING SEAM METAL ROOF(OR APP. EQ)-MEDIUM BRONZE FINISH.SUBMIT ENGLERT GALVALUME COLOR SAMPLE FOR OWNER/ARCH. VERTICAL STANDING SEAM APPROVAL METAL ROOF(OR APP.EQ.) MEDIUM BRONZE FINISH DRIP EDGE,INSTALL PEROOF MANUFACTURERS SPECIFICATIONS 'K STYLE GALVALUE GUTTER,COLOR TO MATCH ROOF 's AZEKTRADITICNAL FINISH(OR APP.EO) °r AZEK TRADITIONAL FINISH(OR CELLULAR PVC TRIM BOARD.USE MAX APP.EQ.)CELLULAR PVC TRIM LENGTHS(201 TO MINIMIZE SEAMS BOARD.USE MAX LENGTHS(20') TO MINIMIZE SEAMS 4` TYPICAL EAVE 2 TYPICAL RAKE 3'X2°WOOD HANDRAIL FASTENED ' FROM BELOW 2'X STEEL TOP RAIL FASTENED FROM BELOW -2'X STEEL RAILING BALLUSTER (VERTICAL)MAX.3'HORIZONTAL n SPACING-2°WIDE X}THICK ANGLE IRON • B @COR HER POSTS-SIZE INTERMEDIATE BA LUSTERS FOR MANUF.RECOMENDED • B TENSIONING e STEEL CABLE RAIL ASSEMBLY. ACCEBDRIES PER MANUFACTURERS RECOMENCATIONS 3'MAX VERTICAL SPACING PRESSURETREATED DECK FRAMING BLOCKING AS REQUIRED 1 x 3 REDWOOD STRIPS WIRE SCREEN STAPLED TO VERTICAL SUPPORTS BEHIND HORIZONTAL STRIPS 2 x 2 VERTICAL SUPPORTS EVERY S'-TIE BOTTOM BACK TO COLUMN AT EACH PIER LOCATION TYPICAL CABLE RAIL tERE F., s�^ ria a 4. q 0412'+° y0P TF OF NES A500 KARL RESIDENCE PERMITAPP. 3/7 DETAILS m mftw 0. X' 601,TV DINING/KITCHEN/FAMILY I LOOKING�­T Cm n 0 m z -------- �RE'L'EE � .MONRY MITSUBISHI MINI-IT MITSUBISHI MINI-] S ELVES-TliRll-MM SPLIT WALL UNSPLIT WALL UNIT T118EI SHELVES m FAMILY/KITCHEN/DINING � L..Kl..EAST �3/1=1-Y ISLAND /// // L LOOKING NORTH 1/2"=1'-0" TRASH ,2F•SIh i KCAAJ '\ DW I I \ I I DFAM ILY �1 ISLAND LOOKING NORTH 1/2"=1'-0" J LOOKING NORTH 1/2"=1'-O" SOFFIT RECESSED OPEN MED.CAB. \\\ ' I ADJ. kDj. SHELVE HELVES I � I r�1 MASTER BATH �1 MASTER BATH MASTER BATH LOOKING EAST LOOKING NORTH 1/2"=7'-O" 6 LOOKING WEST 4EµEDARCN 5 Fu > 011210 � 9rFOF N6�1 A701 KARL RESIDENCE PERMITAPP. 3/7 INTERIORS 4•-5- Z,-I�Y O.• W3 '1 W4 / W2 OPERABLE CASEMENT WINDOW FIXED WINDOW FIXED WINDOW SKYLIGHT FINISH EXTERIOR COLOR:DARK BRONZE FIN ISHEXTERIORCOLOR.DWXBRONZE FINISH EXTERIOR COLOR DARKBRONM ALTERNATEpJ FINISH INTERIOR COLORMITE FINISH INTERIOR COLOR:MITE FINISH INTERIOR COLOR'MITE PROVIDE NEVJVELUZ OR APP.EO SKYLIGHT GLASS.LOW EA GLASS WTH HEATLOCK MATING GLASS:LOW E-4 GLASS WTH HEATLOCK MATING GLASS.LOW E4 GLASS WITH HEATLOCK MATING of oz REAR DOOR CLOSET DOOR FINISHEKTERIORCOM LOR.DARKBRONZE SOLID WOOD CORE CLOSET SWNG DR - FINISHINTERIORCOLOR'W1IRE DMRAND BUCK PTD.TO MATCH WALL GLASS LOW E-0GLASS WTH HEATLOCK MATING WINDOW SCHEDULE NOTES 1 UNLESS OTHERWISENOTED,PROVIDE ANDERSON 400 SERIES PRODUCTS. Z. CONTRACTORSHALL SUBMIT ORDER SNEETANDSHOP DRAWNGS TOARCHITECT, 3 ALL ROUGH OPENINGS SHALL BE VERIFIED NTH MANUFACTURER AND FIELD CONDITIONS. 4. OMITALL CASINGS-ALL W NDOASARE TO BE CASEDIN THE FIELD. 5. SEE ELEVATIONS FOR MUNTIN PATTERNS. 8. PROVIDE EXTENSION JAMBS TO SUIT PROJECT CONDITIONS 7, CONTRACTOR TO CONFIRM WALL THICKNESS AT EACN WNMWUNIT. 8 WNDOM ME TO BE TEMPERED MERE REWIRED BY CME INCLUDING BUT NOT LIMITED TO, WNDOM CLOSER THAN IS-TO THE FLOOR IN CLOSE PROXIMITY TOTHEARCOFANY MOR, AND WTHIN 38'OFTHE WALKING SURFACE OFANYSTAIR S. PROVIDE HIGH TRANSPARENCY SCREENS FOR ALL WNDOAS,TYPICAL 10. PROVIDE S LONG SILL HORNS TO BE MODIFIED INT HE FIELOTO SUR. 11. ALL WNDOWHARONARE TORE SATIN NICKEL iZ. WNDOWSAND DOORSARETO BE SHIPPED INDIVIDUALLY AND NOT FACTOR MULLED TOGETHER, 13, SASH LIFTS TO BE DETERMINED IN THE FIELD. 14, ALL SIBSILLS TO BE PROVIDED BY THE CONTRACTOR AND INSTALLED IN THE FIELD TO SUIT CONDITIONS AS REQUIRED. 15. ALL EXTERIOROASINGSSUMILLS,ANDORIPCAPSTOBECELLUL WCPnEFI STOM DETERMINED.CONTRACTOR THE PROVIDE AFIELD MOCKUP FOR ARCHITECT AND OWNER REVIEWANDOOMMENT. tEpEO ARCh a yr 04121° yO� OF ti A800 KARL RESIDENCE PERMIT APP. 3/7 WINDOW&DOOR SCHEDULE El—L—POLIO-111 =X1 2--Z E1, A2 <T Telepwne E D vp Tb'—y&— K D VIA -11 F LIGHTING FIXTURE SCHEDULE NOTES 1.Owner Wil fur,M III d—t-fight f--f,, I—II,tl,n by the ELECTRICAL NOTES: 0 1.UII—noted ltl,—Ill,—It III IUtIItI horizontally in baseboard. 2.Unless noted otherwise,p—ld,di—on all—1 3.Confirm—hmg scheme end.,fth locations with 0—and Arch,—p—I,commencing wth the rough electripl—Irk. 4:nzb.". detectorsk.'CO d. p., d.. 5: .11 elecldcal outlets p.,..d. 6.C.Ilb.d.,I...k.provisions W Mu,.landscape RgWg. PROVDEALL REOID—& CONTROL ONTR LVORIND wpe FOR MINI-SPL T UNIT WP UOC—ONEOUTLETAT4 A OV.C OX UEV SEC-D OUTLET 4-EL, c cl- PROVIDE ALL RED —OR T APP..O. 8 T--�Fl eu. T leu. -JL u ------—-REP-1-11I RECESSED FIXTURES IN EX-N.L.—CH IN DINING 110M PROMDEA.LREaQ POWER &CONTROL MI WR—IN FOR CT NUT UNIT a 114 OLl OF E 100 KARL RESIDENCE PERMITAPP. 3/7 FIRST FLOOR ELECTRICAL PLAN ORL R-DINCE U—NG—El— —S—E 0— E�, —h Gmuro 1.uft R, c— sxncn war sn u I—E. El 91H 10 OR LIGHTING FIXTURE SCHEDULE NOTES: Imw L4m"se0 1.Owner Mifurnish all d...tw.1,ght f.W—f., U-1-9—p-- 1-t.11,fin by the Contractor. 0 ELECTRICAL NOTES: 1.Unless noted athenNse,mount alloWets hora 2 �Ij fthes, 3 C,,f,, rough electncelwark. Install...WCO d,W�m par�d,. 5 n,Wl ,tift p,,coda.3.Cont,adr I,m,k,p,,,,In,for fu—landscape lighting. E c3c GFn Bi GF 0 0 f22 rFoF NES E 101 KARL RESIDENCE PERMIT APP. 3/7 SECOND FLOOR ELECTRICAL PLAN 1117/6"TJI'360'JOISTS @ 16"O.C. a, a n'6 it SEµEO qq�N 5 t F •�• �� �Ct_N s�♦ a Q, 01121 p� 9TFOF t4 siol KARL RESIDENCE PERMIT APP. 317 FIRST FLOOR STRUCTURAL PLAN DESIGN:ASCE 7-05,METHOD V WIND LOADING CONNECTION REQUIREMENTS (NORMAL WIND SPEED 120 MPH 3 SECOND GUSTS) Project «� Karl Residence SHEAR WALL#1 HD7B SHEAR WALL#2 ML SHEAR WALL#3 Greenport,LI Standard Requirements. 1.Roof sheathing 12"plywood wth 8d nails at 6'on center at panel edges. W3 /—POST D W 2.Rafter straps at ridge.Simpson LSTA24 at every third rafter. 43 3.Rafter straps to first floorwall plate:Simpson H2.5A at each rafter. 4.Fustfloorwall plate to firstfloor stud Simpson H2.5A at each stud. -- - 5.Strap between headers B'-0"and greater tojack stud:Simpson H6. 6.Rrstfloor stud to all plate:12"plywood with Bd nails at2"on center 7.Sill plate to foundation wall:12'diameter double zinc coated anchor bolts at 48"on center. (1'-0"maximum from each corner and plate ends) 8.Exterior plywood sheathing:12"plywood with 8d nails at 6"on center at panel edges Unless otherwise noted.Provide 2 x 4 solid blocking on the flat between all studies at all — — — horizontal plywood joints for continuation of the nailing pattern. Job Specific Requirements: 7 2 1.Shear wall#is(Exterior front wall of family room):12"plywoodwith Bid nails at 6"on center at panel edges.Addition braced try existing structure. 2.Shear wall#2'(Exterior left side wall of family room):12"plywood with ed nails at 2" on center at panel edges.Simpson HD7B hold down at corners and each side of window. (4)locations. 3.Shear wall#3:(Exterior backwall of famlly room):12"plywood wth Bid nails at 6'an center at panel edges.Addition braced by existing structure. 4.Shear Shear Wali#4:(Exterior left side wall of existing structure):Mass of existing structure sufficient to brace family room addition. \ / _ BOLT PSL T�EX RIM JOIST. ALIGN BTM.OF BEAM WITH E%. STRUCTURE FOR FLUSH CEILING 1 POST DN. POST ABOVE SHEAR WALL#4 `-'5}X18PSL F-———� POST DN. 11 II I 411 I - IF-- i I I I I - I I 4�0.E0 ARCh s r N�q 01122a y0� rFOF NES S102 KARL RESIDENCE PERMITAPP. 3/7 SECOND FLOOR STRUCTURAL PLAN POST DN. N °v x M M i2 x 10 ROOF RAFTERS 2 x 10 ROOF RAFTERS POST DN. II o L J 1 Ix 4EpEU CCN Ufa ft Y Nl o,t�Op �rFOF NE�y S103 KARL RESIDENCE PERMITAPP. 3/7 ROOF STRUCTURAL PLAN ADDITIONS & ALTERATIONS TO THE CASH ALLOWANCES 1.To provide adequate budgeting to cover items not precisely determined by the Owner KARL RESIDENCE prior to construction, allow within the proposed Contract Sum the amounts described in this Section.Allowances shall be included in the Contract Sum. GREEN PORT, NY 2.Allowance items will be selected by the Owner or specified by the Architect and approved by the Owner.A price for these items will be provided to the Owner for approval and documented in a Change Order. If the actual price is less than the Allowance,a INDEX OF DRAWINGS credit will be deducted from the Contract Amount. If the actual price is more than the ISSUED FOR Allowance,a charge will be billed to the Contract Amount equal to the additional cost to PRICING PERMIT CONST. I the Contractor plus a standard overhead charge. The overhead charge will be agreed upon prior to the start of construction. T-100 TITLE&SPECS 3.Specific Cash Allowances: T-101 SPECS a. Master BR closets-Built ins T-102 SPECS $1000.00 T-103 SPECS b. Plumbing fixtures-toilets/sinks/faucets etc. SURVEYORS PLOT PLAN $10,000.00 A-100 BASEMENT PLAN c. Countertops-Kitchen, Master Bath A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN $3000.00 A-200 ELEVATIONS f. Ceramic tile-Master Bath floors&shower surround, Bath 1 floors&shower A-201 ELEVATIONS surround A-202 ELEVATIONS $2000.00 total A-300 SECTIONS 4. Provide an allowance for electrical subcontractor to pull wiring for AV at Family Room A-301 SECTIONS TV A-400 DETAILS A-700 INTERIORS NOT INCLUDED IN CONTRACT A-701 INTERIORS The following items are not included as part of this Contract: a. Bank inspection fees,if applicable. A-800 SCHEDULES b. Permit fees. E-100 FIRST FLOOR ELECTRICAL PLAN c. Decorative lighting fixtures provided by Owner as noted on electrical plans. E-101 SECOND FLOOR ELECTRICAL PLAN d. AV and security system. S-101 FIRST FLOOR STRUCTURAL PLAN S-102 SECOND FLOOR STRUCTURAL PLAN S-103 ADDITION ROOF STRUCTURAL PLAN CLEANING 1.Throughout the construction period, Contractor shall maintain the buildings and site in a standard of cleanliness as described in this Section. 2.Site&Structure: a. Maintain the site in a neat and orderly condition at all times. b. At least weekly inspect the structures and pick up all scrap,debris and waste material DIVISION 1 -GENERAL REQUIREMENTS and remove them to the place designated for their storage. c. At least weekly sweep interior spaces clean."Clean"for the purpose of this paragraph SCOPE OF WORK shall be interpreted as meaning free from material capable of being removed by 1.The Project,of which the Work of the Contract is a part, is composed of. Demolition of reasonable effort and a hand-held broom. existing masonry patio and disposal of all refuse&construction of a new one story 3. Final Cleaning: addition and renovation of areas noted in plans herein. Project to be at 1090 a. "Clean"for the purpose of this Article shall be interpreted as meaning the level of Cedarfields Dr. Greenport, NY 11944. cleanliness generally provided by skilled cleaners using commercial quality building 2.The Contract Documents between the Owner/Builder include: Drawings scheduled in maintenance equipment and materials. See Scope for cleaning by professional the index of drawings above&dated 11/2/2020. "GREEN"cleaners. 3.The scope of the work under all Divisions shall include all labor, materials,equipment, b. Prior to completion of the Work, remove from the job site all tools, surplus and services scheduled, indicated or referred to either in the Drawings or herein materials,equipment, scrap,debris, and waste. specified. The contents of the Contract Documents are complimentary,and what is c. Site:Unless otherwise directed by the Owner, broom clean paved areas on the site and required by one shall be as binding as if required by all. Any work not cited specifically public paved areas adjacent to the site. Completely remove resultant debris. in the Contract Documents,but which can be reasonably inferred therefrom as being d. Structures: necessary to produce the intended results in a quality manner,shall be considered as (1)Exterior: included in the scope of the work.Any items or materials noted in one detail or section a.Visually inspect exterior surfaces and of the drawings shall be included in the scope of work for all other similar areas or remove all traces of soil,waste materials,smudges, and other foreign matter. elements. (2) Interior: 4. Items noted as"N.I.C."are not included in the contract and shall be furnished AND a.Visually inspect interior surfaces and remove all traces of soil,waste materials, installed by the Owner under separate contract. Lighting fixtures, plumbing fixtures, smudges,and other foreign matter. and appliances are the exception to this. The General Contractor shall afford other b.Remove paint droppings,spots,stains,and dirt from finished surfaces. contractors reasonable opportunity for the introduction and storage of their materials (3)Glass: Clean inside and outside. and equipment and for the execution of their work,and shall properly coordinate his e. Schedule final cleaning as approved by the Owner to enable Owner to accept a work with theirs. completely clean structure. 5.The Contractor shall be responsible for submitting all necessary documents and drawings to the Town of Greenport building department to secure a building permit in CLEARING the Contractor's name as well as secure all Certificates of Inspection and a final 1. Restore damaged work to condition existing prior to start of work, unless otherwise directed. Certificate of Occupancy as required by all authorities having jurisdiction over the 2.The Owner,or their Landscape Contractor,shall relocate all trees,shrubs, and vegetation Work. Building permit fees to be paid by Owner. which they want to replant after the work is complete.The Contractor shall protect existing 6.Regulatory Requirements: All federal,state,and local building codes and regulations,the trees and vegetation to remain from physical damage. New York State Building Code,Health Department Regulations,and Zoning Ordinances,and 3. Remove trees,shrubs,grass and other vegetation,improvements,or obstructions as all of such authorities having jurisdiction over the Work shall be strictly followed. indicated or which are in direct conflict with new construction. 7.Materials and Workmanship: All materials shall be new(recycled or reclaimed as noted)and 4.After the area has been cleared of vegetation, strip the existing topsoil in those areas to be represent the quality of brand names stated herein. Contractor reserves the right to make excavated. Stockpile topsoil for re-use during final grading in an area clear of new substitutions or equal quality,appearance,and design,with Architect's and Owner's Approval. construction. A Low Emitting Materials: All paints,stains,adhesives,caulks,and sealants shall be low or no-VOC products and free of formaldehydes. All caulks,sealants,and adhesives shall be DEMOLITION, REMOVAL,AND PROTECTION GREENchoice by Titebond or low VOC by Titebond or approved equal. 1. Demolish existing patio and remove all existing construction materials and equipment.All 9.Waste Management Provide on site recycling containers,bins,and dumpsters to divert a refuse is to be taken off site and disposed of in approved methods and locations. maximum amount of materials from landfills or incinerators. 10.Final Cleaning: All rubbish,construction debris,and unused or discarded materials,shall be EXCAVATING, BACKFILLING,AND GRADING removed from the premises prior to occupancy. All Windows shall be cleaned inside and out 1. Excavating: Perform excavating as required within the limits of the Work to the lines, (stickers removed). Cabinets,fixtures,and mirrors shall be cleaned. Test and adjust all grades, and elevations as specified on the Drawings and as indicated herein. hardware,doors,cabinet doors and appliances. House shall be cleaned once by professional a. Excavate topsoil and stockpile in area designated on site. "GREEN"cleaners prior to occupancy. b. Excavate subsoil required for building foundations,construction operations and other 11.Starting and Balancing of Systems: The new HVAC and plumbing systems shall be Work. started,tested,and balanced prior to final completion. All new electrical outlets,circuits, c. In excavating for footings and foundations,take care not to disturb bottom of excavation. switches,and equipment shall be tested. 12.Preoccupancy Flush: Flush the home with fresh air after all phases of construction are d. Excavate and backfill in a manner and sequence that will provide proper drainage at all completed. Flush the entire home,keeping all interior doors open for a total of 48 hours(the times. hours need not be consecutive). Keep all windows open and run a fan continuously and e. Notify call before you dig as well as all appropriate agencies prior to excavation. exhaust fans operating continuously at the highest flow rate. Use additional fans to circulate f. Where rocks, boulders,granite,or similar material is encountered, remove such material air within the home. Replace or clean the HVAC air filter(s)afterward. by means which will not endanger buildings or structures on or off the site. 13.Warranty: Minimum of Standard builder's(1)year warranty on all items from date of the 2. Backfilling: Backfill excavations as promptly as progress of the Work permits, but not until Certificate of Occupancy,unless longer periods are prescribed by state statute,by particular completion of the following: manufacturers of components or by other provisions of this Agreement. Builder to provide a. Acceptance of construction below finish grade. documentation for all items with manufacturers'warranties. b. Removing concrete formwork. 14.Attic Stock:The following attic stock shall be left on the premises: c. Removing of trash and debris. a. Tile-minimum of one half box of each tile used. d. Fill and backfill materials: and Interior)-one can of paint for each color,clearly identified as to (1)Provide soil materials free from organic matter and deleterious substances, ARC containing no rocks or lumps over 3 inches in greatest dimension. Vo ach of vertical siding. (2)Where and if shown on the Drawings or otherwise required,provide topsoil �F. U,_ r 1 Ch s and built-in's(if applicable). consisting of friable,fertile soil of loamy character, containing an amount of organic matter normal to the region,capable of sustaining healthy plant life, and reasonably free from subsoil, roots, heavy or stiff clay, stones larger than 2 inches in greatest dimension, * noxious weeds,sticks, brush, litter,and other deleterious matter. 3. Grading: Uniformly grade the area around the new construction to provide drainage away from the structures and to prevent ponding. y) 04122 yp� OF NES T1 00 KARL RESIDENCE PERMIT APP. 3/7 TITLE&SPECS DIVISION 3-CONCRETE 7. Underlayment: Use 1/2"APA rated underlayment,exterior;or Particleboard, oriented strand board,waferboard or structural particleboard,with waterproof resin binder. CONCRETE FORMWORK 8. Sill gasket on top of foundation wall:Glass fiber strip,width equal to plate dimension. 1. Provide formwork for cast-in-place concrete for the construction shown on the 9. Sill flashing: Galvanized steel or aluminum. Drawings,as specified herein, and as needed for a complete and proper installation. 10.Air infiltration barrier: Dupont"Tyvek". Coord.with manufacturer's requirements for 2. For foundations, use wood,metal,or fiberglass forms substantially constructed to fiber cement shingles/clapboards. prevent bowing or disfigurement during concrete placement and curing. 11.Termite shield:Galvanized sheet steel or aluminum,verify corrosion resistance with any 3. Construct formwork so concrete members and structures are of correct size,shape other metals in contact. alignment,elevation and position. 12.Wood Treatment:All lumber noted as"PT"or"pressure treated"on Drawings to have 4. For footings and foundations, use boards or planks secured to wood or steel stakes, Wood preservative, pressure treatment: AWPA Treatment C,using waterborne substantially constructed to shapes indicated and to support the required loads. preservative with 0.25 percent retainage, rated for specific use. 5.Side forms for footings may be omitted, and concrete may be placed directly against excavation, providing such placement is permitted by the local governmental agency FINISH CARPENTRY having jurisdiction. 1. Provide wood, nails, screws and other items, and perform finish carpentry for the 6.When omission of forms is accepted, provide additional concrete 1 inch on each side construction shown on the Drawings, as specified herein and as needed for a complete and of the minimum design profiles dimensions shown on the Drawings. proper installation. 2. Perform work in accordance with Architectural Woodwork Institute Quality Standards. CONCRETE REINFORCEMENT 3. Comply with local code requirements for fire-resistive construction. 1. Provide concrete reinforcement where shown on the Drawings,as specified herein and 4.Softwood lumber: as needed for a complete and proper installation. a. Species:Southern Pine or poplar 2. Reinforcing Bars: Deformed billet steel bars, grade 60. b. Grade: Paint-grade finger joint c. Type of finish: Paint CAST-IN-PLACE CONCRETE 5. Interior trim: 1. Provide cast-in-place concrete where shown on the Drawings,as specified herein,and a. Material: Poplar as needed for a complete and proper installation. b. Grade: Paint-grade 2. Concrete: a. Provide a standard brand of Portland cement,Type I or II. DECKING b. Fine aggregate: Provide washed natural sand having strong, hard,durable 1. Ipe Decking:See Drawings for locations. particles. Grade from coarse to fine. c. Coarse aggregate: Use coarse aggregate of the largest practicable size for each a. Size:5/4x6(1"x 5%2') condition of placement. b. Install using concealed fasteners d. Use only clean potable water. 3. Unless otherwise directed use Portland cement to achieve a weight of not more than 110 pcf and an ultimate compressive strength of 3000 psi at 28 days. 4. Slump: DIVISION 7-THERMAL&MOISTURE PROTECTION a. Footings and slabs on grade:3 inches b. All other concrete:4 inches BITUMINOUS FOUNDATION DAMP PROOFING 5. Expansion joint filler: Use preformed strips, non extruding, and resilient bituminous 1. Provide cold applied asphalt bituminous dampproofing at foundation type of thickness indicated. below grade,as shown on the Drawings, as specified herein,and as 6.Vapor barrier membrane: Use 6 mil thick polyethylene sheet. needed for a complete and proper installation. 7. Placement: 2. Use materials that comply with the following standards: a. Do not allow concrete to drop more than 5'-0"from chute. a. Asphalt:ASTM D449,type I. b. Do not rake or push concrete more than 20'-0"once it is poured. b. Asphalt Primer:ASTM D41, compatible with substrate 8. Curing: Prevent premature drying and excessive hot or cold temperatures. 9. Interior slabs shall receive a steel trowel finish; Exterior slabs shall receive a coarse BUILDING INSULATION broom finish. 1.Provide closed celled spray foam insulation and air barrier material, Certainteed 10. Exposed concrete foundation walls shall recieve a parge coat finish. Certa-Spray(or approved equal)at entire structure envelope.Thicknesses specified at locations below: Location R-value DIVISION 4-MASONRY All Exterior walls R-20 First floor joist bays R-44 STONE Underside of Roof R-41 1. Marble Saddles: Provide and install stock whiteCarrara marble(or equal)saddles at bathrooms. ROOFING 1.'Engler galvalume vertical standing seam metal roof. 2. Stone Countertops:Contractor to supply and install14' stone countertops in the 2. Match roofing material at all ridges and valleys. Kitchen, Master bath, and Bath 1. Field measuring,templating and delivery to be 3. Red rosin paper over entire roofing area. included. Specific materials T.B.D.-see allowances. 4. Ice and water shield at all valleys, hips and eaves(min 36"inside of exterior sheathing). 5.3/4"cdx plywood sheathing. DIVISION 5-METALS GUTTER SYSTEM 1. Entire gutter system,including all necessary components,to be Galvalume at locations as STRUCTURAL METAL FRAMING 1. Provide steel lally columns in crawl space and hollow steel section tube columns from indicated on Drawings, as required by job conditions,and according to normal industry standards. footings to roof ridge beam as indicated on structural drawings. a. 'K-Style'gutters 2. Use specified specialized connection plates/brackets for all concrete-steel and b. 4"round smooth leaders steel-framing connections as indicated. DIVISION 6-WOOD AND PLASTICS FLASHING 1. Provide flashing,step flashing, counter flashing,drip edges, drip caps,and wall caps as ROUGH CARPENTRY indicated on Drawings, as required by job conditions,and according to normal industry 1. Provide wood, nails, bolts,screws,framing anchors,and other items and perform rough standards. carpentry for the construction shown on the Drawings, as specified herein,and as 2.All exposed flashing to be Galvalume to match gutters. Verify corrosion resistance with all needed for a complete and proper installation. other metals in contact. 2.Standard Lumber Materials: Use lumber, S4S, S-Dry unless otherwise indicated, grade 3.All concealed flashing to be non-corrosive metal. marked complying with the following requirements: 2. Drip and Rake Edges: To be continuous around entire roof. a. Girder Framing-Species: Douglas Fir Grade:#2 and better GRN 3. Flashing at Doors and Windows:Fully flash with non-corrosive metal at all window and door b. Joist framing-Species: Douglas Fir Grade:#2 and better GRN openings,including pan flashing at sills,side flashing that extends over pan flashing,and top flashing c. Rafter framing-Species: Douglas Fir Grade:#2 and better GRN that extends over side flashing. Provide continuous Galvalume drip cap over all window and door d. Studding-2x6 at exterior walls,2x4 and 2x6 at interior walls as indicated:"Stud"or trims. #2 and better Structural Light Framing grade. HOUSE WRAP e. Non-structural light framing:Standard grade or better. No utility grade. f. Concealed boards: Standard grade. 1.Coordinate requirements with insulation manufacturer.Install house wrap over exterior sheathing g. Sill boards: Pressure treated. as per Drawings. Install according to manufacturer's requirements. h. Structural light framing: #2 or better. i. Lumber for misc. uses: Unless otherwise noted, use standard grade lumber for CLEAR CEDAR VERTICAL SIDING support of other work, including bucks, nailers, blocking,furring, grounds,stripping, 1.Vertical Siding:A&Better vertical siding, and similar members. 3.Accessories: 3.Standard Fasteners: Galvanized steel for exterior, high humidity, and treated wood a. Fasteners: Use galvanized or stainless steel nails, Nails to be of sufficient length to locations. Plain finish elsewhere. penetrate 3/4"sheathing. 4.Joist hangers: Galvanized steel, sized to suit framing, U.O.N.at exposed carpentry. b. Flashing: Non-corrosive sheet metal. 5.Anchors: a. Hollow masonry:Toggle bolt. EXTERIOR PAINTED TRIM b. Solid masonry or concrete: Expansion shield and lag bolt. 1. Provide factory-primed exterior window and door trim,fascia, and miscellaneous trim as c. Steel: Bolt or ballistic fastener. shown on the Drawings,as specified herein,and as needed for a complete and proper 6.Sheathing Materials: a. Exteri H-,she thing: Use 3/4"CDX plywood,APA rated, PS-1 or APA PRP-108. installation. b. S cprm@.9P APA rated sheathing. 2. Materials: C. / X plywood,APA rated, a. Product:Azek(smooth finish) �C �u b. Color:T.B.D. 441 - . _ �n �n c. Sizes: See Drawings r, 3.Accessories: Use only those accessories that are approved by the product manufacturer. 4. Installation: Comply with manufacturer's instructions. yt - 9 04122� ibiE� KARL RESIDENCE PERMIT APP. 3/7 TITLE & SPECS DIVISIONS-DOORS&WINDOWS b. Primer/sealer: Apply to knots and pitch pockets where a painted finish is to be provided. 5. Painting Finishes: a. Gypsum Drywall-One coat Latex Primer,two coats of Latex finish. INTERIOR DOORS b. Painted Wood-One coat wood primer, One coat enamel undercoater,One Coat Alkyd 1. Interior doors: Provide and install interior doors,complete in place with finish hardware Semi-gloss Enamel. installed of the types,designs,and sizes shown on the Drawings, as specified herein, and c. Natural Finished Wood-Two coats of Trim Varnish. as needed for a complete and proper installation. d. Exterior trim to be painted with two coats of Benjamin Moore exterior acrylic house 2. Slabs shall be 6'-8"high and minimum 13/8"thick. paint-MoorGard or equal. 3. Hardware: Provide and install passage, privacy, shower, and dummy sets as required and as shown on Drawings. DIVISION 11 -EQUIPMENT a. Manufacturer:T.B.D. 4. See Window and Door Schedules(A700). APPLIANCES 1.Appliances as noted on the plans to be supplied by owner and installed WINDOWS AND GLAZED DOORS by Contractor. 1. Provide windows and glazed doors as shown on the Window Schedule,as shown on the Drawings,as specified herein,and as needed for a complete and proper installation. 2.Manufacturer:Anderson Windows DIVISION 15-MECHANICAL 3.Exterior Casing:Azek. 4. Interior Finish: Primed white PLUMBING 5.Glazing:Double pane filled with Low-E argon gas 1. Contractor to supply and install plumbing fixtures,see Drawings and fixture allowance. 6."Invisible"Screens: Provide at all operable windows and doors. Contractor to install plumbing materials, labor,equipment,and services as necessary to 7. Exterior Flashing: Non-corrosive sheet metal. furnish,deliver, and install work of this section shown on the Drawings,as specified 8. Hardware: herein, and as needed for a complete and proper installation including, but not limited a. Windows:white to: b. French Doors:T.B.D. a. Domestic hot and cold water piping systems and equipment. b. Drain,waste and vent systems. 2. Provide and install plumbing fixtures, including all trim,fittings and related accessories FINISH HARDWARE at locations indicated on Drawings as follows: 1. Provide finish hardware,trim attachments, and fastenings required to complete the Work as a. Dishwasher shown on the Drawings, as specified herein,and as needed for a complete and proper b. Cast Iron supply lines to gas appliances installation. c. Valves,fittings,and hangers as required. 2. Fasteners: d. Miscellaneous Piping Specialties:Strainers, hose bibs,wall hydrants, post hydrants, a. Furnish necessary screws, bolts,and other fasteners of suitable size and type to anchor sanitary hydrants,hose-end drain valves,stop and waste drain valves;water the hardware in position. hammer arresters,trap seal primer valves, horizontal backwater valves, drain outlet b. Use fasteners which are consistent with the hardware as to finish and material. backwater valves,air-admittance valves,stack flashing fittings,vent caps,vent 3.Where butt hinges are required to swing 180 degrees,use hinges of sufficient throw to clear terminals, roof flashing assemblies. door trim. e. Cleanouts:Cast-iron cleanouts,ASME Al 12.36.2M. 3.Sanitary Waste Piping,Within Building DIVISION 9-FINISHES PVC pipe:ASTM D2729,solvent weld joints. 4.Water Piping Above Grade GYPSUM WALLBOARD SYSTEM Copper tubing:Type M, hard drawn,with cast brass or wrought copper fittings and 1. Provide gypsum drywall and accessories where shown on the Drawings,as specified soldered joints. herein,and as needed for a complete and proper installation. HEATING,VENTILATING,AND AIR CONDITIONING 2. Gypsum board: 1.Contractor shall provide a detailed outline of the proposed new mini split system and a. Thickness: 1/2" associated costs as part of the bid for heating,ventilating,and air conditioning systems as b. Use maximum available lengths to minimize end to end butt joints. shown on the Drawings,as specified herein,and as needed for a complete and proper c. Standard Type: 48" Sheetrock or equal, paper faced. installation, including the following: d. Damp and Tiled Areas: Moisture resistant'Greenboard'type(ASTM C630)at a. Wall mounted cassettes bathroom walls and dropped ceilings. b. Condensing units 3.Joints: All joints between boards,at screw heads and other depressions shall be neatly c. Refrigerant piping taped,and filled with a minimum of three coats of joint compound,feathered and finish d. Thermostats surface smoothly sanded and in plane with adjacent wallboard surface,according to e. Air filtration manufacturer's instructions. f. Accessories 4. Metal trim,corner beads, and edge beads shall be provided in accordance with 2.All work to comply with ASME Code,ASHRAE 15,NY Basic Building Code,NY Fire Safety manufacturer's instructions. Code, and the Town of Greenport. 5. Fasteners: For fastening gypsum wallboard in place on wood,use 1-1/4 inch type W 5.Cassette locations to be verified with owner prior to installation. bugle-head screws or annular ring nails recommended by the wallboard manufacturer. 11.Local Exhaust Requirements:Exhaust fans shall be installed at all bathrooms,see Drawings for 6. Drywall construction with defects of such character which will mar appearance of finished make and model. Install local exhaust systems in all bathrooms including half baths and the kitchen work,or which is otherwise defective,will be rejected and shall be removed and replaced to meet the requirements of section 5 of ASHRAE standard 62.2-2007. Install fans and ducts to at no expense to the Owner. meet the requirements of section 7 ASHRAE standard 62.2-2007. Exhaust fans shall not exhaust into interstitial or interior spaces. 14.Thermostats: Locations shall be approved by Architect prior to installation. FLOORING 15. Refrigerant piping and condensate lines, as required. 1.Wood Flooring: 16.System Protection: Upon installation,seal all permanent ducts and vents to minimize contamination a.White oak flooring with stain&2 coats of water based polyurethane.Supplier T.B.D. during construction. Remove any seals after all phases of construction are completed. 19.Temporary Utilities:The Owner shall pay for the cost of temporary heat, if required, during Contractor to submit samples for client review. Plank Width:4" construction. The oil and/or gas supplier will bill the Owner directly. b.Thickness: 5/8" 2.Tile:See Drawings for locations. DIVISION 16-ELECTRICAL CERAMIC TILE ELECTRICAL DISTRIBUTION AND LIGHTING 1. Bathrooms:Tile at all bathrooms areas noted. See allowances. 1. Provide complete electrical, and data service as shown on the Drawings, as specified 2. Substrate: herein, and as needed for a complete and proper installation. a. Walls and ceilings: 2. Provide interior and exterior lighting as shown on the Drawings, as specified herein, (1)Water-resistant backing board,'Greenboard'or equal,to be used behind all tiled wall areas at bathrooms and as Scheduled for a complete and proper installation. b. Maximum surface variation: 3. Use only new materials of the type and quality specified.Where Underwriters' (1)Dry-set:walls: 1/8"in 8%floors: 1/8"in 10' Laboratories, Inc. have established standards for such materials, use only materials (2)Organic:walls: 1/8"in 8';floors: 1/16"in 3' bearing the UL label. 5. Installation: Maintain temperature at minimum of 55 degrees F during installation and for 7 4. Service days. a. Verify existing service has aperage sufficient for proposed work. If an upgraded service is required, coordinate with Owner&Architect: to be billed as a C.O. PAINTING b. Contractor(or electrical sub-contractor)shall perform all circuiting calculations 1. Paint and finish exposed surfaces as specified herein and as needed for a complete and for all new electrical work as required for approval by local authorities. proper installation. c. Verify the amperage required by code to meet the proposed load of the house. 2. Surface Preparation: Properly clean, sand and touch-up all surfaces to receive paint.All 5. Contractor shall furnish and install power wiring to all equipment, appliances, and surfaces shall be perfectly dry, clean and smooth. other locations not specifically indicated on the plans, but which are required to 3. Environmental Conditions complete the work. a. Do not apply solvent-thinned paints when the temperature of surfaces to be painted 6. Wring and the surrounding air temperatures are below 45 degrees F,unless permitted by the a. Nonmetallic sheathed cable, size 14 through 4 AWG: Copper conductor, 600 volt materials manufacturer. insulation, rated 60 degree C, type NM. b. Do not apply paint in the snow, rain,fog or mist;or when relative humidity exceeds 85 b. Switch and Receptacle Plates: Gang adjacent units int ate where percent; or to damp or wet surfaces. 4. Paint materials: Paint materials to be Benjamin Moore stock colors,as selected by Owner. applicable. r2E AR�y ''D L Manufacturer: utronecora A maximum of four different paint colors shall be used without additional charge to the Manu �� est F uS Owner.The cost of preparing more than four color samples shall be billed to the Owner as Color:White � U . _ co a Change Order. c. Switches: 41 f n y: a a. Undercoats and thinners: Manufacturer: Lutron 't�. (1)Use undercoat paint produced by the same manufacturer as the finish coat. Style: 'Decora' rocker-type, rated 20 r # (2)Use only thinners recommended by the paint manufacturer,and use only to the amperes, and 120-277 volts AC. = , recommended limits. Color: White .. .� (3)Use undercoat,finish coat and thinner as parts of a unified system of paint finish. y; 0412.2l� (4)Do not use latex primer on bare wood. T . (5)Do not use alkyd primer on gypsum board. C`F_N T1 02 KARL RESIDENCE PERMIT APP. 3/7 TITLE &SPECS a. Dimmers: Manufacturer: Lutron Style: 'Decora' rated for 600 Watts minimum, size to accommodate circuit shown on the Drawings. Color: White b. Receptacles: Manufacturer: Lutron 'Decora'or equal Color: White c. Specific Purpose Receptacles: Configuration as noted on the Drawings. Manufacturer: Lutron Decora'or equal Color:White d. Weatherproof cover plate: Gasketed cast metal with hinged gasketed device covers. 9. Luminaires and Lampholders: a. Luminaire schedule: Product requirements for each luminaire and lampholder are specified in the Lighting Fixture Schedule. b. Lighting fixtures noted on Drawings to be"provided by Owner"shall be installed by the Contractor if supplied to the Contractor prior to Substantial Completion. Locations where fixtures have not been supplied by Owner before substantial Completion will be fitted with a porcelain socket and 60 Watt lamp, supplied by contractor. Subsequent installation of light fixtures, if required by Owner,will be billed as a Change Order. D ARCM aE� F uSco C� G ;_ * i 'y 04122 TFCF NES T1 03 KARL RESIDENCE PERMIT APP. 3/7 TITLE &SPECS 1 2 A201 A301 Fr . rs'-64" I F -1 '•d 1 •_;� I A301 1 I 1 A2o2 UNFINISHED BASEMENT I A2oo � �`'�1• I 002 T_o„ 4"S FLOOR OVER 6 B OVER 6 COMPAOTED ITEM#4 PIN NEW FOUNDATION 1 WALL&FOOTING TO EXISTING,EPDXY EMBED(4)#4 RE BAR VERTICALLY,CAST INTO NEW WALL EXISTING UNFINISHED BASEMENT xo Ix O ti X X W W EXISTING W8x7 O II II O x0 y0 N 0 N p L7� z� F® O H m F m F u� F US co 1�1 II II -A �l BASEMENT PLAN 04122 SOF N�� PROPOSED 1/4"=1'-0" KARL RESIDENCE PERMIT APP. 3/7 BASEMENT PLAN 1 2 A201 A301 rs'—v4" 4 3 I OI W1 � 1 � 2 A301 FAMILY ROOM \ 6'DIA. CEILING FAN ,� 1 A202 121_x„ VAULTED CEILING I MITSUBISHI PROVIDE PT WOOD FRAMED PROVIDE FROSTED NICKEL GAP PAINTED '� MIN{-SPLIT AIC WALL LANDING AND STEPS WITH FILM AT SHOWER CEILING."ALTERNATE#2- BAR ;o UNIT.SEE INT.EL. 1X0 IPE DECKING&SS FOR LOCATION CABLE RAIL.SEE DETAIL WINDOW o CEILING WITH SEMI-OPAQUE INFORMATION i WHITE STAIN M N EX.REF .. PANTRY CABS OWNER WILL WORK WITH 3RD PARTY I— I TO PROVIDE KITCHEN CABINETS ON SITE.APPLIANCES TO BE FURNISHED O I I BY INTERIOR AND DESIGNER. CONTRACTOR WILL INSTALL CABINETS 5-A _J 5'-10" AND APPLIANCES PER PLAN. CONTRACTOR WILL PROVIDE ALL I I I NECESSARY PLUMBING AND I DW I I I I ELECTRICAL CONNECTIONS TO I I I APPLIANCES AND CABINETRY,FINAL I I I I LAYOUT AND APPLIANCE LOCATIONS TO BE COORDINATED WITH CABINET BEDROOM NO WORK COMPANY AND INTERIOR DESIGNER 102 0 ° EXISTING& NO WORKII NEW RANGE 11110 I ROLLOUT I ROLLOUT I I I INSTALL POT FILLER FAUCET FLUSH SADDLE KITCHEN' L J I I PROVIDE NEW EXHAUST FAN 104 I I IN EXISTING FAN LOCATION CONTRACTOR TO SUPPLY AND INSTALL COUNTERTOP. —— SEE MATERIAL ALLOWANCE *ALTERNATE#1-NEW — — HANDRAIL,BALUSTERS AND NEWEL POST.SEE INT.ELS — — FOR MORE INFORMATION 4"SELECT WHITE OAK STRIP FLOORING.PROVIDE 2 COATS WATER BASED POLYURETHANE,TYP.AT 103, — — 104,105 DEN — — 101 — — — PAINT EX.BRICK WALL,CONCRETE SHELVES TO BE = _ = REPLACED NO WORK TIMBER SHELVES MITSUBISHI MINI-SPLIT AIC WALL UNIT.SEE INT.EL. REPLACE CERAMIC TILE DINING FOR LOCATION FLOOR,SEE ALLOWANCES 103 INFORMATION 8,_On OF IRST FLOOR 7/4 N PROPOSED "=1'-O" ED ARCy 5 F•usc° Tin I, N9� X4122) aF NES Al 01 KARL RESIDENCE PERMIT APP. 3/7 FIRST FLOOR PLAN 1 2 A201 A301 1 �- A301 1 1 A202 A200 PROVIDE NEW GALVALUME OR APP.EQ. STANDING SEAM METAL ROOF.VERIFY COLOR SELECTION IN FIELD WITH OWNERIARCH. •_ L^ T.O.W. So SHELVES SHELVES REMOVE EX WOOD FLOOR,INSTALL T.O.W. NEW TILE FLOOR O: ,—ZL^ (BJ 3 — — — — 6' SEAT '—+62L--RN. NEW TILE TUB SURROUND ATH 0 o REPLACE EX TUB& PEDESTAL SINK IN EX LOCATIONS.REUSE EX p TOILET.SEE PLUMBING FIXTURE ALLOWANCE 7 "ALTERNATE#3-PROVIDE CUSTOM CAST NEW VELUX OR APP.EQ. CONCRETE VANITY.SEE SKYLIGHT — — INT.ELS&FIXTURE ALLOWANCE BEDROOM REHANG EX DOOR IN — — LOCATION SHOWN MASTER SUITE MITSUBISHI MITSUBISHI MNI-SPLIT AIC MINI-SPLR AIC WALL UNIT WALL UNIT. �ED ARCh'i SECOND FLOOR PLAN 5 T PROPOSED 1/4"=1'—O" .a► .- � rc-. 04122 �Q OF N Al 02 KARL RESIDENCE PERMIT APP. 3/7 SECOND FLOOR PLAN � N m r m D O Z O SELF AHERED ICE AND WATER SHIELD ALONG EAVES TO EXTEND 2'MIN. BE ONG INSIDE FACE OF A3OO WALL STANDING SEAM METAL ROOF T WIDE SELF ADHERED ICE AND WATER SHIELD ALONG VALLEY /v r m z R SIDING CEDAR SIDING rn EXPOSED CONCRETE BASEMENT WINDOW PROVIDE WINDOW WELL AS REQUIRED WITH FINAL GRADE Z APPROX.FINISH GRADE W, 9 LINE I I � I � I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JL- - - - - - - - - - - - - - - - - - w c') >O 2 N) rr, 1 m OD A300 O �1 z W4 1 SPLIT EXISTING GUTTER WHERE NEW ROOF BREAKS EAVE LINE ' STANDING SEAM METAL ROOF 12 12 3 ICE AND WATERSELF ADHERED ICE AND WATER SHIELD ALONG VALLEY ol W2 W2 r W3 W3 3 4 m z7"XV PREFINISHED r ' CEDAR SIDING m EXPOSED CONCRETE APPROX.FINISH GRADE LINE I I I I I I I I * R I I I Sys FG�s I I I - - - - - - - - - - - - - - - --1-- - - - - - - - - - - - - - - - - - - - - - - - - - Zli ;;:` : -n - - - - - - - - - - - - - - -J- - - - - - - - - - - - - - - - - - - - - - - - �y I`- _ on �J CA) D m � i >r m D O zN 1 A300 STANDING SEAM METAL FM ROOF VWIDE SELF ADHERED ICE AND WATER SHIELD \T^u ALONG VALLEY /v r rn Wl � W1 D1 Z 8 1 11z 0 1"X6"P SHED CEDARDAR SIDING rn EXPOSED CONCRETE APPROX.FINISH GRADE STEEL CABLE RAIL LINE SYSTEM,SEE DETAIL r7li�4 I I I I I I PT 6"X6"SUPPORT POST I I v ANCHORED TO 12"DIA. I I CONCRETE FOOTING 4'A" MIN.BELOW GRADE I I I I I ay5 i � F--L - - - - - - - - - - - - - - - - - - - - - - --,-i - -� - 1� yL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I - y Nk C4 ZA ca C o wZ 0 O m n zC) 2 A301 (� a 8 S o MASTER MASTER ICLOSET BEDROOM ADJ.E I ELVES o t' h 1 A500 Mr EX.FRAMING REPLACE EX MANRY MITSUBISHI MINI- FAMILY ROOM KITCHEN MITSUBISHI MINI- SHELVESWITH RECLAIM D — — — — — — SPLIT WALL UNIT — — SPLIT WALL UNIT TIMBER SHELVES — — TYP.EXT.WALL CONSTRUCTION \ �\ o TYPICAL FLOOR CONSTRUCTION Z � EX.FRAMING a 3i - - TYPICAL CONCRETE FOUND.WALL \\\ 1 TYPICAL CONCRETE SLAB / / TYPICAL CONCRETE FOOTING O - y O cD -n O D N ,'�aI > SECTION m o � ' =� `� H � PROPOSED 1/4-=l'—O- 0 R /4"=1'-0"OR * r W C _ _v * R -71 A I^ \9� Z m o �ll lZ _ c C" , 2 A301 W4 1 TYP.EXT.WALL CONSTRUCTION12 - VERTICAL CEDAR V-GROOVE SIDING,SOLID BODY STAIN 6 SIDES • 12°CD%PLYWOOD SHEATHING 2X6STUDSATIS'O.C. / 11-20 MIN.CLOSED CELL SPRAY FOAM INSULATION - 1?GYPSUM WALL BOARD I 1 L - I cl I 0 1 1 :: L LLI T TYPICAL FLOOR CONSTRUCTION � • � FINISHED FLOOR PER SCHEDULEI I I Z314'T 8 G'ADVANTECM'PLYWOOD SUBFLOOR BY HUBER I SEE STRUCTURAL PLAN FOR SIZE AND SPACING OF FRMO. PROVIDE R-38 CLOSED CELL SPRAY FOAM INSULATION AT I I ALL EXT.WALLS A MIN.OF 24'FROM PERIMETER AND ENTIRELY OVER ANY UNCONDITIONED SPACE-PROVIDE FIRE-RETARDANT PAINTAS REQUIRED. TYPICAL CONCRETE FOUND.WALL COLD APPLIED BITUMINOUS WATERPROOFING • IPTHK CONC.FOUND.WALL(2)05 REBARS TOP AND BOTTOM-PROVIDE MIN 3 COVER FOR BARS MIN.CONCRETE STRENGTH PC 3000 PSI TYPICAL CONCRETE SLAB 4°P.I.P.CONCRETE,WWF REINFORCING 6 MIL POLY VAPOR BARRIER 6I • 6'COMPACTED ITEM 44 TYPICAL CONCRETE FOOTING 12 X24"GONG.FOOTING (3)D4 REBARSAT BOTTOM-PROVIDE MIN.3°COVER FOR BARS BUOWG ADE ON UNDISTURBED SOILA MIN.OF 42 BELOW GRADE - O -D owl, i TYP.PERIMETER DRAINAGE — — — — — — — — — — — — — — — — — — — — — — — - �m 4°PERFORATED PVC PIPE N FILTER FABRIC GRAVEL D SECTION PROPOSED w Z4 ICE&WATER SHIELD(NOTE:EXTEND ICE ICE WATER SHIELD E: &WATER SHIELD 36"MIN.BEYOND FACE EXTEE ND ICE&WATER SHIELD 36"MIN.BEYOND FACE OF EXT. OF EXT.WALL SHEATHING) WALL SHEATHING) ENGLERT GALVALUME VERTICAL STANDING SEAM METAL ROOF(OR APP. EQ.)-MEDIUM BRONZE FINISH.SUBMIT ENGLERT GALVALUME COLOR SAMPLE FOR OWNER/ARCH. VERTICAL STANDING SEAM APPROVAL METAL ROOF(OR APP.EQ.)- MEDIUM BRONZE FINISH. DRIP EDGE,INSTALL PER ROOF MANUFACTURERS SPECIFICATIONS 'K'STYLE GALVALUE GUTTER,COLOR TO MATCH ROOF =x AZEK TRADITIONAL FINISH(OR APP.EQ.) AZEK TRADITIONAL FINISH(OR APP.EQ.)CELLULAR PVC TRIM CELLULAR PVC TRIM BOARD.USE MAX BOARD.USE MAX LENGTHS(20) LENGTHS(29)TO MINIMIZE SEAMS TO MINIMIZE SEAMS 5} I TYPICAL EAVE TYPICAL RAKE 32'X 2"WOOD HANDRAIL FASTENED �) FROM BELOW 2"X STEEL TOP RAIL FASTENED FROM BELOW 2"X STEEL RAILING BALLUSTER 3•YR . (VERTICAL)MAX.T HORIZONTAL SPACING-2"WIDE XZ THICKANGLE IRON @ CORNER POSTS-SIZE INTERMEDIATE BALLUSTERS FOR MANUF.RECOMENDED TENSIONING e"STEEL CABLE RAIL ASSEMBLY- a• ACCESORIES PER MANUFACTURERS RECOMENCATIONS-3"MAX VERTICAL SPACING PRESSURE TREATED DECK FRAMING BLOCKING AS REQUIRED `—�1 x 3 REDWOOD STRIPS WIRE SCREEN STAPLED TO VERTICAL SUPPORTS BEHIND HORIZONTAL STRIPS 2 x 2 VERTICAL SUPPORTS EVERY 6'-TIE BOTTOM BACK TO COLUMN AT EACH PIER LOCATION TYPICAL CABLE RAIL ED ARC �� Fusco C; o 40 T^04122 y0 F OF N E� A500 KARL RESIDENCE PERMIT APP. 3/7 DETAILS is I ISLAND LOOKING NORTH 1/2"=1'-0" TRASH SIINKCAa, \ DW \\ I I I I I I I FAMILY J ISLAND 1 LOOKING NORTH 1/2"=1'-0° LOOKING NORTH 1/2"=1'-0" SOFFIT RECESSED OPEN MED.CAB. \\ \ I I � I I I ADJ. I %DJ. SHELVE I HELVES 1 I I I I I I I I , I I , II I I I II I I II I I II I I II / I I I I I I I MASTER BATH �F� MASTER BATH MASTER BATH LOOKING EAST 1/2"=1'-0" `� LOOKING NORTH 1/2"=1'-0" \ LOOKING WEST 1/2"=1'-0" ?,E F A Gail Fusco '9J ` 04 12'2rj � OF-N A701 KARL RESIDENCE PERMIT APP. 317 INTERIORS 2 \ N I a O W3 � W4 'v v NN i OPERABLE CASEMENT WINDOW FIXED WINDOW FIXED WINDOW SKYLIGHT FINISH EXTERIOR COLOR:DARK BRONZE FINISH EXTERIOR COLOR:DARK BRONZE FINISH EXTERIOR COLOR:DARK BRONZE ALTERNATE#3 FINISH INTERIOR COLOR:WHITE FINISH INTERIOR COLOR:WHITE FINISH INTERIOR COLOR:WHITE PROVIDE NEW VELUZ OR APP.EQ.SKYLIGHT GLASS:LOW E-4 GLASS WITH HEATLOCK COATING GLASS:LOW E-4 GLASS WITH HEATLOCK COATING GLASS:LOW E4 GLASS WITH HEATLOCK COATING 2._4" Dt D2 ro ro I I b b REAR DOOR CLOSET DOOR FINISH EXTERIOR COLOR:DARK BRONZE SOLID WOOD CORE CLOSET SWING DOOR FINISH INTERIOR COLOR:WHITE DOOR AND BUCK PTD.TO MATCH WALL GLASS:LOW E4 GLASS WITH HEATLOCK COATING WINDOW SCHEDULE NOTES 1. UNLESS OTHERWISE NOTED,PROVIDE ANDERSON 400 SERIES PRODUCTS. 2. CONTRACTOR SHALL SUBMIT ORDER SHEET AND SHOP DRAWINGS TO ARCHITECT. 3. ALL ROUGH OPENINGS SHALL BE VERIFIED WITH MANUFACTURER AND FIELD CONDITIONS. 4. OMIT ALL CASINGS-ALL WINDOWS ARE TO BE CASED IN THE FIELD. 5. SEE ELEVATIONS FOR MUNTIN PATTERNS. 6. PROVIDE EXTENSION JAMBS TO SUIT PROJECT CONDITIONS. 7. CONTRACTOR TO CONFIRM WALL THICKNESS AT EACH WINDOW UNIT. 8. WINDOWS ARE TO BE TEMPERED WHERE REQUIRED BY CODE,INCLUDING BUT NOT LIMITED TO, WINDOWS CLOSER THAN 18"TO THE FLOOR,IN CLOSE PROXIMITY TO THE ARC OF ANY DOOR, AND WITHIN 36"OF THE WALKING SURFACE OF ANY STAIR. 9. PROVIDE HIGH TRANSPARENCY SCREENS FOR ALL WINDOWS,TYPICAL. 10. PROVIDE 6"LONG SILL HORNS TO BE MODIFIED INT HE FIELD TO SUIT. 11. ALL WINDOW HARDWARE TO BE SATIN NICKEL. 12. WINDOWS AND DOORS ARE TO BE SHIPPED INDIVIDUALLY AND NOT FACTOR MULLED TOGETHER. 13. SASH LIFTS TO BE DETERMINED IN THE FIELD. 14. ALL SUBSILLS TO BE PROVIDED BY THE CONTRACTOR AND INSTALLED IN THE FIELD TO SUIT CONDITIONS AS REQUIRED. 15. ALL EXTERIOR CASINGS,SUBSILLS,AND DRIP CAPS TO BE CELLULAR PVC.PROFILES TO BE DETERMINED.CONTRACTOR THE PROVIDE A FIELD MOCKUP FOR ARCHITECT AND OWNER REVIEW AND COMMENT. ED q&C r^r s !,A •Yf=eL�zj _ 04122J �0 OF N A800 KARL RESIDENCE PERMIT APP. 3/7 WINDOW& DOOR SCHEDULE KARL RESIDENCE LIGHTING SCHEDULE ELECTRICAL SYMBOL SCHEDULE MANUFACTURER SYMBOL DESCRIPTION SYMBOL TYPE DESCRIPTION MODEL NUMBER FINISH LAMPING REMARKS a PROVIDEDBYOWNER ® Duplex Outlet A WALL SCONCE-INTERIOR INSTALLEDBYG.C. A Duplex Outlet with Ground FauH Interrupt PROVIDED BY OWNER ® Switched Duplex Outlet v� B WALL SCONCE-EXTERIOR INSTALLEDBYGO. ® Quad Outlet HALO ¢C C 1-RECESSED LED DOWNUGHT H457ICATMLG/06930WH WHITE 3,000K LED 8*P Weatherproof Duplex Outlet HALO LISTED FOR WET ® Floor Duplex Outlet ^ " Of 1•RECESSED LED DOWNUGHT H4571CATIELG406930WH WHITE 3,000K LED LOCATIONS IWS, Duplex Outlet with USB Port HALO AWUSTA13LEGIMBLE ¢C2 C2 T'RECESSED LED DOWNUGHr Hd571CAnWELG406930WM WHITE 3, DK LED �+ Cable TV DL"Er ND CATs D 1'SURFACE HNT.LEO DOWNDGHT WHITE 3,000KLED D LocAnoNs T Telephone E D INTERIOR STEP LIGHT WHITE 3,000K LEO NS Switch CLOSET LG5E7 Three-Way Switch K D WALL LIGHT WHITE 3,000K LED LOCATIONS 1-1 Four-Way Switch CBL m Jamb Switch U UNDERCABINLTLIGHT ECL-24-WT-D-1 WHITE 15WLE.D. LENGTH BY G.C. Weatherproof Switch rFj PAWSONICWHISPERFR EF EXHAUST FAN �p Dimmer Switch (A HAB'BULLET DOUBLE C H H FLOODLIGHTS Motion Sensor Switch WHITE © Junction Box IO Wall Mounted USM Fixture-See Schedule LIGHTING FIXTURE SCHEDULE NOTES: <�R Porcelain Receptacle-See Schedule 1. Owner will furnish all decorative light fixtures for Flood Light-See Schedule installation by the Contractor. o Under-Cabinet Light Strip-See Schedule OSnake Detector ELECTRICAL NOTES: O Thermostat 1. Unless noted otherwise,mount all outlets horizontally in baseboard. 2. Unless noted otherwise,provide dimmers on all switches. H 3.Confirm switching scheme and switch locations with Owner and Architect prior to commencing with the /m,W,P rough electrical work. T 4.Install smoke/CO detectors per code. 5.Install electrical outlets per code. / 6.Contractor to make provisions for future landscape lighting. I If PROVIDE ALL 1 2 REQ'D POWER&CONTROL WIRING wp \ \ / \ FOR MINI-SPLITUNIT i`wP LOCATE ONE OUTLET AT 4" ABOVE DECK LEVEL, SECOND OUTLET 4"BELOW EAVE C � \ -- 7f PROVIDE ALL REQ'D \ POWER FOR T APPLIANCES I I C i- F� / I i use Oso I II � � Lisa I o � — 0 I use I C p REPLACE EXISTING eC `�C�/ — — — RECESSED FIXTURES IN 1 EXISTING LOCATION IN Y rC\ uC ^ DINING ROOM n:•4r PROVIDE ALL REQ'D POWER&CONTROL WIRING FOR MINI-SPLIT UNIT i �� ^ 41220 T TF O El 00 KARL RESIDENCE PERMIT APP. 3/7 FIRST FLOOR ELECTRICAL PLAN KARL RESIDENCE LIGHTING SCHEDULE ELECTRICAL SYMBOL SCHEDULE MANUFACTURER SYMBOL DESCRIPTION SYMBOL TYPE DESCRIPTION MOOELNUMBFR KNISH LAMPING REMARKS PROVIDED BY OWNER ® Duplex Outlet A WALL SCONCE-INTERIOR INSTALLED BY O.C. A A E6 Duplex Outlet with Ground Fault Interrupt a PROVIDEDSYOWNER ASwitched Duplex Outlet WALLSCONCE-EXTERIOR INSTALLEDBYG.C. HALO ® Quad Outlet ¢C C 1'RECESSED LED OOWNUGKr H45MCATIELG406 9 30 WH WHITE 3.000KLED QAP Weatherproof Du plex Outlet HALO LISTED FOR WET ® Floor Duplex Outlet ¢C1 CI 1'RECESSED LED DOWNUGKT H4571CATIELG406930VM WHITE 3,100KLED LOCATIONS K-+ cable TV H/LLO ADIUSTABLEGIMBIE ¢C2 C2 1'RECESSED LED DOWNLIGHT H4571CATrELG406930WH VNi� 3.000K LED Np CATS ET IQT Telephone D 1'SURFACE.-LED—LIGHT WHITE 3,000K LED CLOS D LocnnoNs �9- swath E 0 INTERIOR STEP LIGHT WHITE 3,000K LED CLOSET Three-Way Switch LOCATIONS r Four-Way SwitchCLOSET K D WALL LIGHT WHITE 3.000KLED m LOCATIONSJamb Switch DSL Weatherproof Switch U UNDERCABINET LIGHT EC47A-Wfp1 WHITE 1SWLE.D. LENGTH BY G.C. Dimmer Switch ® EF EXHAUST FAN PANASONIC WHEiPERFfr I� Motion Sensor Switch CH H FLOODLIGHTS RAW.UUFf'DOUBLE O Junction Box WHITE 10 1Wall Mounted Light Future-See Schedule Porcelain Receptacle-See Schedule LIGHTING FIXTURE SCHEDULE NOTES: Flood Light-See Schedule 1. Owner will furnish all decorative light factures for o Under-Gabinet Light Strip-See Schedule installation by the Contractor. ® Smoke Detector OThermostat ELECTRICAL NOTES: 1. Unless noted otherwise,mount all outlets horizontally in baseboard. 2. Unless noted otherwise,provide dimmers on all switches. 3.Confirm switching scheme and switch locations with Owner and Architect prior to commencing with the rough electrical work. 4.Install smoke/CO detectors per code. 5.Install electrical outlets per code. 6.Contractor to make provisions for future landscape lighting. E FA GF B \ o G I �I BI O B I ,ED C - - "XiCl 041 7 OF � El 01 KARL RESIDENCE PERMIT APP. 3/7 SECOND FLOOR ELECTRICAL PLAN •.a i 11 7/8"TJI'360'JOISTS @ 16"O.C. F m � W O p mU U xci m0 m m w w EXISTING WBX? m II m O II p m U U x0 x0 ftp � Ni0 z Z® � FZ-� m X ~ U X xN W II ��RED �kchi �5 act F usco 441 7A �k 04122° y0 TF O F N siol KARL RESIDENCE PERMIT APP. 3/7 FIRST FLOOR STRUCTURAL PLAN DESIGN:ASCE 7-05,METHOD 1: WIND LOADING CONNECTION REQUIREMENTS (NORMAL WIND SPEED 120 MPH 3 SECOND GUSTS) Project: Kad Residence SHEAR WALL#1 HD7B SHEAR WALL#2 --\ HD7B SHEAR WALL#3 Greenport,LI. Standard Requirements: 1.Roof sheathing:1/2"plywood with 8d nails at 6"on center at panel edges. W3 POST D W 2.Rafter straps at ridge:Simpson LSTA24 at every third rafter. 4 3 3.Rafter straps to first floor wall plate:Simpson H2.5A at each rafter. 4.First floor wall plate to first floor stud:Simpson H2.5A at each stud. 5.Strap between headers 8'-0"and greater to jack stud:Simpson H6. 6.First floor stud to sill plate:1/2"plywood with 8d nails at 2"on center. 7.Sill plate to foundation wall:1/2"diameter double zinc coated anchor bolts at 48"on center. (1'-0"maximum from each comer and plate ends) 8.Exterior plywood sheathing:1/2"plywood with 8d nails at 6"on center at panel edges. Unless otherwise noted.Provide 2 x 4 solid blocking on the flat between all studes at all — — — horizontal plywood joints for continuation of the nailing pattern. lN, Job Specific Requirements: 7 2 1.Shear wall#1:(Exterior front wall of family room):1/2"plywood with 8d nails at W on _ center at panel edges.Addition braced by existing structure. \ \ \ 2.Shear wall#2:(Exterior left side wall of family room):1/2"plywood with 8d nails at 2" on center at panel edges.Simpson HD713 hold down at comers and each side of window. (4)locations. 3.Shear wall#3:(Exterior back wall of family room):1/2"plywood with 8d nails at 6"on \ center at panel edges.Addition braced by existing structure. 4.Shear wall#4:(Exterior left side wall of existing structure):Mass of existing structure --/ � sufficient to brace family room addition. \ / BOLT PSL Ta�EX.RIM JOIST. ALIGN BTM.OF BEAM WITH EX. STRUCTURE FOR FLUSH CEILING 1 SHEAR WALL#4 POST DN. r_/—POST ABOVE -' 5-4x 18 PSL F — — — I I POST DN. I r -17 I I I li .i I I II II I IL—_J I ° I I � I _ I I� I CSL-J I I I I I I - II RED ARCy ar1 F use �T h \ � O :�A -9� 0412213 �O SOF NES S102 KARL RESIDENCE PERMIT APP. 3/7 SECOND FLOOR STRUCTURAL PLAN POST DN. J J d' X M M i 2 x 10 ROOF RAFTERS 2 x 10 ROOF RAFTERS_,, POST DN. o —1 RD HR�,y� �g aC\ FUsco ` 1Y--c A- 041 �© TF OF N- -SE� KARL RESIDENCE PERMIT APP. 3/7 ROOF�STRUCTURAL PLAN