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Home My WebLink About40245-Z Town of Southold 5/23/2017 P.O.Box 1179 d' 53095 Main Rd AAAI # 0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38964 Date: 5/23/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1120 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-9-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2015 pursuant to which Building Permit No. 40245 dated 11/5/2015 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION#6887, DATED 10-15-2015, AS APPLIED FOR The certificate is issued to MacGregor,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40245 03-21-2017 PLUMBERS CERTIFICATION DATED 03-03-2017 Mattituck Plumbing %AA,V �� 6W ()Iulhr Signature o�suFFnt�cvTOWN OF SOUTHOLD BUILDING DEPARTMENT C3 s TOWN CLERK'S OFFICE "oy . 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#: 40245 Date: 11/5/2015 Permission is hereby granted to: MacGregor, William 1 S Astor St Apt 402 Irvingtown, NY 10533 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 1120 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-9-2 Pursuant to application dated 10/23/2015 and approved by the Building Inspector. To expire on 5/6/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $286.40 CO -ADDIT ELLING $50.00 tal: $336.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. ,o/g3 New Construction: Old or Pre-existing Building: Road � (check one) Location of Property: aL o Rae '�oa d CQA`C,�®!R ,_r -,z-, House No. Street H et Owner or Owners of rtY ProP e l I I AIK-% h CG d 14 Suffolk County Tax Map No 1000, Section /D y Block 9 Lot (� 1�V.,e r✓ P/t�,�o Subdivisiordw RS814 Po -t V�Gi^�2��5 Filed Map. /-6-6 Lot: g j;L Permit No. Date of Permit. Applicant:C 140.GTIZ 1 j.�c�-� Health Dept.Approval: l Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature ��E� pf SO(/Tg®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .®le a® roper.richert(.a-)town.southold.ny.us c®UNT1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William MacGregor - Address: 1120 Broadwaters Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40245 Section: 104 Block: 9 Lot: 2 WAS EXAMINED AND FOUND TO BE-IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 2- Exhaust Fans Notes: Inspector Signature: Y_e� Date: March 21, 2017 0-Cert Electrical Compliance Form.xls OF J TQn9= P.O.Bax 1179 ` V UMll MrsAAM. DD , Southold,IVY 11971-0959 ` Y MAR ® 3 2017 BUILDING DEPT. BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION • Dater • Building Permit No. qo q,� Owner: YY') �CC7 I(Please print)) - Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this day of 20 CHELSEA L. CHALONE Notary PubliC,State of New York Registration #01 CH6287106 Qualified In Suffolk.County Commission Exp fires August 5,2017 —4 Notary Public, County " � o COUMY,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- OUNDATION 1ST. [ ] ROUGH PLUMBING , [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J- D ATE - INSPECTOR rjv so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ;FOUN ION I ST ROUGH-PLUMBING F - NDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR 2,1 rsf s 0 TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPEC a" I FOUNDATION- I ST PROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATI I IC REMARKS:-, DATE - q / 7 il � - INSPECTOR rif so Ll cou TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTI N 4T FOUNDATION I ST UGH PLUMBING 0 r UL FOUNDATION 2ND INSULATION FRAMING / STRAPPING ] FINAL ] FIREPLACE.& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRER MT PENETRATION T ELECTRICAL (ROUGH) 1E CTRICAL (FINAL) C U CODE VIOLATION CAULKING REMARKS: CA— iv J� DAT -INSPECTOR 'pF SOOT ia_ �y�DUNTI,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] OUNDATION 2ND [ INSULATION [<!!MI9/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: bul =ice✓ S 4 C �n DATE < < . An 9 l/ INSPECTOR f I q ��OE SOplyo 6100,0, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�IULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (Q 24 Ij ye� T c5o tltA, $i l S V l DATE -3 3 601 INSPECTOR rsf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG-. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE - INSPECTOR�-1 y oF soulyo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ydSULATION A p [ ] FRAMING / STRAPPING [ FINALS l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) REMARKS: �hAwk 0 , - DATE dlVl INSPECTOR w �Ii%.J,,I; ,A►. ... ..� Ger i,w. .�.., _��_:._,. ,�� d ON M ��► r, �c .� sem: � -�r. �� .. LY IMUL.ATION PER N.Y. NO f OM JIM ISO ! � �1 .ulz?i ., �.�:�.: rte►' ,_ Ilk AA r 0 i. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 120 Disapproved a/c / _ t r 'ryr ,_ Expiration _20— DIS 20 ZZ APRAPPLICATION FOR Date 7 /lam '20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ' sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. IliU t y�p�j ivy l� 69ST ,c,C (Signature of applicant or name,if a corporation) PO Box 197 Peconic, NY 11958 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises William MacGregor (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Peter Stoutenburgh, Environment East Inc. (Name and title of corporate officer) Builders License No. 5556 Hl Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1120 Broadwaters Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 104 Block 9 Lot 2 I Subdivision Nassau Point Properties Filed Map No. Amended Map Lot 252 A#156 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Dwelling b. Intended use and occupancy Single Family Dwelling 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Not estimated yet Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ONE Number of dwelling units on each floor n/a If garage, number of cars n/a 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. n/a 7. Dimensions of existing structures,if any:Front 38.1 Rear 38.3 Depth 36.2 Height 13.9 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 38.1 Rear 38.3 Depth 42.1 Height 16.5 Number of Stories 1 8. Dimensions of entire new construction:Front n/a Rear. n/a Depth n/a Height n/a Number of Stories n/a 9. Size of lot:Front 77.34 Rear 119.74 Depth -37144 10.Date of Purchase Name of Former Owner Lynn and Joe Sperrazza 11.Zone or use district in which premises are situated R-40 Side setback N/C as existing 12.Does proposed construction violate any zoning law,ordinance or regulation?YES X NO 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X William MacGregor 1120 Broadwaters, 14.Names of Owner of premises Address Cutchogue Phone No. 917 207 8671 Name of Architect Hideaki Ariizumi Address 651 W.Main St Riverhead Phone No 631 5912402 Name of Contractor Environment East Inc. Address PO Box 197 Peconic Phone No. 631 734 7474 Lot is, but this activity is not 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. DEC approval has been obtained for prior activity 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants'and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY --Q"q �j'-t'..r�, ming duly sworn,deposes and says that(s)he is the applicant (Name of individual gning contract)above nam d, (S)He is the (Contractor,Ment,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobefore me this --VICKI TOTH day of 2b rr Public Stat¢¢ofGv Y r No.01`f061906 6 Wallfi®d in Suffolk Notary Public 'r'XpireS 1u y , Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 30, 2015 TO: Environment East Inc. (MacGregor) PO Box 197 Peconic, NY 11958 Please take notice that your application dated May 18, 2015 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 1120 Broadwaters Road, Cutcho ug e, NY County Tax Map No. 1000 - Section 104 Block 9 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 29,485 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet and the minimum combined side yard setback is 35 feet. Following the proposed construction the dwelling will maintojtEFMME4 and setback of 5.5 feet and its existing total side yard setback of 32.5 feet. , ---- -------- --- ----- --------------- AuthorFed Signature _ Cc: File, ZBA AOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson hO��OE $�UjyOlO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �0 i0 54375 Main Road(at Youngs Avenue), Kenneth Schneider coum Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD I OCT 2 1 2015 Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 15,2015 ZBA FILE: 6887 NAME OF APPLICANT: William MacGregor SCTM#1000-104-9-2 PROPERTY LOCATION: 1120 Broadwaters Road(adj. to Broadwaters Cove),Cutchogue,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type R category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 21, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 17, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Parcel is a non-conforming 29,485 square foot lot, with 16,985 sq. ft. of buildable area, located in an R-40 Zone District. Parcel is improved with a one story frame house with attached decks. It has 77.34 feet of frontage on Broadwaters Road, 301.60 feet along the eastern property line, 371.44 feet along the western property line and 119.74 Feet on Broadwaters Cove. All shown on a survey prepared by Peconic Surveyors dated March 2,2011, last revised August 26, 2015. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's July 30, 2015 Notice of Disapproval based on an application for building permit to construct additions/alterations to existing single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required'total combined side yard of 35 feet. RELIEF REQUESTED: The applicant proposes to construct an addition to enlarge the master bedroom in the rear of the home facing the water. The construction will maintain the 5.5 foot side yard setback where the code requires 15 feet and the combined side yards shall remain at 32.5 feet where the code requires 35 feet total combined side yards. Page 2 of-3—October 15,2015 `ZBA#6887—MacGregor SCTM#1000-104-9-2 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 1,2015 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the improved lots on the east side of Broadwaters Road are larger parcels than the subject property. The subject dwelling has been in existence for many years in its present location. The proposed addition is an infill between the existing home and the attached rear deck. The addition will not be visible from the road or to the adjoining neighbor. 2. _Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling has existed in its present non-conforming location since prior to zoning. The addition is approximately 108 sq. ft. and is a small bump out on the rear of the dwelling. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the single side yard setback is mathematically substantial, representing 63% relief from the code. However, the single side yard exists at 5.5 feet, the home has been in existence since prior to zoning and the proposed construction will not compromise this single side yard. The variance granted herein for the combined side yard setbacks is not mathematically substantial representing 7% relief from the code. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental,conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has not been self-created. The applicant is creating additional bedroom space within the existing footprint of the dwelling which has a Pre-CO dated prior to zoning. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new addition to their home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT, the variances as applied for, and shown on the architectural drawings prepared by studio a/b architects dated 8/13/15 pages T.01, A.03 —A.05 and the survey prepared by Peconic Surveyors dated March 2,2011, last revised August 26, 2015. Subject to the following condition; CONDITION: 1. Applicant shall continuously maintain the existing natural buffer landward of the surface water and seaward of the lawn area., as per recommendation of the LWRP Coordinator. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3,of 3—October 15,2015 ZSA#6887—MacGregor SCTM#1000-104-9-2 Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Horning, Dantes, Schneider. Absent was: Member Goe rin This Re olution ! as duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing fa /� /2015 ' r ' Scott A. Russell ,� Dsll /r STO]R.lMMAXIEIR� SUPERVISOR NT ( I �T l��J[A\lam A\G]EI��1[1E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'Ii[IlE IFOLWWING. Yes No (CHECK ALL THAT APPLY) ❑ x❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ x❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date Datnct NAME r Stoutenburgh 104 9 2 6-2- 5 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information 631 734 7474 crdrown n..ari Reviewed By: - - — — — — — — — — — — — — — — Date: /6-A6- 1'5zz � �J� Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. 1120 Broadwaters Road, Cutchogue Stormwater Management Control Plan Not Required. - - - - - - - - - - - - - - - - - ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 pF S��jl�o� i Town Hall Annex ] Telephone(631)765-1802 54375 Main Road 16 gg ppgg P.O.Box 1179 • O rogend he rt _ soU r10[tl.ny us Southold,NX 11971-0959 ' X-CC BUH.DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - 3- REQUESTED BY: r; g Date: 3�, Company Name: Pl, 1&r,, Name: I License No.: 8� E Address: y2cs 3d j 6 G 1 Sa �l Phone No.: C-1 7 3 S V JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 112-0 o w i *Cross Street: zeL-Sfor *Phone No.. i i Permit No.: �'- Tax-Map District: 1000 Section: - Block: _01 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I� 1j ' Y-; ro c A d-,r,4 11 I f (Please Circle All That Apply) *Is fob ready for Inspection: YE NO ough In Final *Do you need a Temp Certificate: YES!(o) Ternp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ac/s is-1 y{ _ ap Page 1 of 4 r� C arc d �o rd'dw;-. - Joan Chambers N From: Judy'<eeil@optonUne.neh To: "Environment East"<eeiloan@optoniine.net> Sent: Wednesday,November 11,2015 2.54 PM Attach: IMG 468963988.JPG;Attached Message Part.txt,IMG 4689Gi975.JPG;Attached Message Part txt ------Forwarded Message Date:Wed,11 Nov 201514:47:45-0500 From:Scott<sstl ,optonlinenet> To:Eei<eeil t7a ontonhne net> 11/11/2015 _ F • • eut�,g Tat Environment East, Inc. 2885 Indian Neck Lane P.O.Box 197 Peconic,New York 11958-0197 _ _ 631-734-7474 C - -- Fax: 631-734-5812 August 30, 2016 1L55 i5 VV D Southold Town Building Department SEP - 7 20S P 0 Box 1179 BUILDING DEPT. �a- TOWN OF SOUTHOLD Southold, NY 11971 Re: Permit#40245, MacGregor Residence To Whom It May Concern: The home owner has requested that we amend the above permit to include the renovation of his kitchen. Enclosed are plans showing the replacement of existing windows with a new double hung window to be done as part of the renovation. If any additional information or fees are required, please let me know. Sincerely, S-A-It f Judy McAee C� G Page 2 of 4 IN to 1 11, 11 2015 V V, tir V" r -tom i L .i t !' f�'` � ' :r �. •iii-y. µ�� \ � ►Rf r� III �, �� ^ 333111 N..•. iy'_ ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC770N 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION Z ALL CER71f7CA710NS SUR THEY OF PROPERTY HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR � � �� WHOSE SIGNATURE APPEARS HEREON. • LOT NUMBERS REFER TO "AMENDED MAP 'A' OF NASSAU POINT, NASSAU POINT PROPERTIES, INC. " FILED IN THE TOWN OF SO UTHOLD SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, 1922 SUFFOLK COUNTY, N. Y. AS FILE NO. 156. 1000-104-09-02 ELEVA TIONS REFERENCED TO N,6-V.D �,�5 SCALE.' 1'-30' MARCH,2, 2011 N -3 8'F AUG. 24 2014(FLOOD ZONES) -COAUG+.26, 0101 LOT COVERAGE) ALW �19 Y �L Y o r , `�£?L aNa\ JL AHW Y of�,•.• � ' aL I _v_ LOT COVERAGE BUILDABLE AREA s 16,985 SQ.FT. + EXISTING 1846 SQ.FT. r r 1846/16985 - 10.9% ' r PROPOSED 1952 SQ.FT. 1952116965 r NYSDEC COVERAGE 25556 SQ.FT. i 1952/25556 7.6% N ' M I P/O LOT 2,52 cp 1 r o ' F£ i O.4'W r + , — EDGE OF LA ft ' — FE 1� i a ' / LAft ; i • T r -O m (91 6) �Q r c�� O;3'W DECK DECK �+O WAG PROP 0.2=E� �Y ,�$w C , ,O O c1 ADDIT: AL `` M 0.4J�� „ STBr AIC �, �6•N N3 gr� _ � � l UNIT 0,3 12. t co a , ONE STORYFRAw YOU. SE 0 N FF EL. 12.4' ? e O .2 y ``f E > O,yE S oJ) GENERATOR Q\\ 1%,q yE. TORY Z v \ BRICK AND GARAGE Y� �2 �_._' S Bld O ZpN� na eveDept copy fro t�EGil�j Ddt�.Fl1e, w� ce BA cDnts WALL 6b D.s'w �. / / 5 8� rNEWI Qom. N. Y.S. IC. NO. 49618 FLOOD ZONES FROM FIRM �,' S�( �� g$ - - OR,S, P.C. 36103C0164H & ACTUAL CONTOURS ECON/C S EY / (631) 765-5020 FAX (631) 765-1797 AREA=29, - °5 SCS. FT. P.O. BOX 909 TO TIE LINES 1230 TRAVELER STREET 1_1®19 so =MONUMENT SOUTHOLD, N. Y 11971 C�SCr FISHERS ISLAND SOUND J ,4 Jco C (0 o E o L o) O p� CD a) m CD 4 W V cz cu c= a)acd CL ro E U _ C U o GRESGENT PNENUE '�, i U > PDX AVEh1UE Q i `o N W cnw co co co 00 Q SITE v "' M °° CRESCENT AVENUE a � J oLu E CONCRETE WALK N 86.44'40" E — — DRILL HOLE N 8644'40" _ -- --- 85.00'. —— (FOUND) 0 S 86°44'40" W ——IRON PIN 20.00' i (TIE LINE) _— ---�- '-,— N4964.79 LEAD PLU8281 (FOUND) WI 128.44 I (TIE LINE) I LOCATION MAP SCALE 1 " G =400' (FOUND) D z I z v cn MAP REFERENCES Z I OVERHEADy l w rn p 0 UTILITIES 0 1. SURVEY MAP PREPARED FOR JAMES P. THOMPSON & JO-ANN M. (� . , (TYP.) I �� o N/F THOMPSON CRESCENT AVENUE FISHERS ISLAND, NY SCALE 1"=20 a o JAMES P. THOMPSON & m FEET JULY 14, 1994 CHANDLER, PALMER & KING ARCHITECTURE, mJO—ANN M. THOMPSON ENGINEERING AND SURVEYING 110 BROADWAY NORWICH, CT 06360. 0 RIGHTS OVER O j I• EXISTING DRIVE ~ y Lj NOTES O � PARCEL I ' � r W z �— f� 3,0001 SQ. FT. —® 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE DWELLING INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE w w POLE CORNER OF CONCRETE N F z w Q w I 41 FOR BULKHEAD / PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR � O Z Z `U #1115 JO-ANN M. EXCEEDS THE SCOPE OF THE ENGAGEMENT. - o ENCROACHES 1" OVER LLI PORCH PROPERTY LINE THOMPSON w m o8 rJ � I Z X50.00 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY o N 86'44'40" E SPIKE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED O w U) I w (POUND) N4900.7<� LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. H- Z cltf� Ln W 1074.72 Cn 0 U (A flo cn U N o i 3. ONLY COPIES C7 THIS SURVEY 'v!A RKCD vVITH THE LAivD or� 0- U-) w SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL w N/F i �, �� I ARE THE PRODUCT OF THE LAND SURVEYOR. w N c/) ERNEST W. DWELLING r Or- O MIDDLETON I I \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND m GEODETIC SURVEY TRIANGULATION STATION "PROS" \` 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX w Z GATE � w N .\ MAP 1000, SECTION 006, BLOCK 7, LOTS 2 & 3. Q 40.' w (ills ABOVE w OD i 6. TOTAL AREA = 7,150± SQUARE FEET. GROUND II N o OIL TANKS ro o 7. SITE IS LOCATED IN ZONING DISTRICT LB. C* m MANHOLE MANHOLE m C PARCEL II n 4,150± SQ. FT. I CERTIFIED T0: o r- JAMES THOMPSON Z a FENCE SUSIE THOMPSON SHED SHED NEW PENN FINANCIAL, LLC z - N ,,, FIDELITY NATIONAL TITLE INSURANCE COMPANY IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS L o 50.00' —— OF THE NEW YORK STATE LAND TITLE ASSOCIATION. - 20.00' 5UFF 44'40" W TITLE NO. F17-7404-104205-S 44'40" W S 8w S 86�r MERE5TONE w (NOT af w FOUND) N/F PIRATES COVE MARINE a Z rt LEGEND o PROPERTY LINE Q 00C° m m ® ABUTTERS LINE —— V, a0 EDGE OF PAVEMENT � I N / EDGE OF GRAVEL ------------------- o w OVERHEAD WIRES o;w m 0 oz o o NOW OR FORMERLY N/F O y 9 z Y v o UTILITY POLE -�' � o w = o w' BOUNDARY POINT ® a m a o v QUALITY CONTROL CERTIFICATION DATE: 04/20/2017 GROUP REVIEWED DATE �� PROJECT MANAGER D SCALE: 1 20' " = SURVEY 20 10 0 20 ENVIRONMENTAL APR 2 5 2.017 mommmoommi SHEET: 1 OF 1 CIVIL GRAPHIC SCALE IN FEET STRUCTURAL PROJECT: # 2017811 ARCHITECTURAL TOWN OF SOUThOL I) PROJECT: GENERAL NOTES: ZONING: studio a/b architects MacGregor Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON TAX MAP#: 1000-104-9-2 EXISTING DOCK 651 West Main Street, EACH DRAWINGS. ZONED: R40 Riverhead, NY 11901 REQ. REC. NON-CORFORMING LOT ACTUAUPROPOSED 631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LOT AREA............................ 40,000................................................I............ 29,485 TO TIE LINES, N/C,AS EXISTING 631 3231426 Owner: THE NEW YORK STATE (NYS)RESIDENTIAL CODE LOT WIDTH.......................... 150 .................................................................. 77.34 N/C,AS EXISTING /J� William NYS EXISTING BUILDING CODE LOT DEPTH.......................... 175.................................................................. 301.06 AS EXISTING ❑ J info@studioabarchltects.com NYS ENERGY CONSERVATION CONSTRUCTION CODE FRONT YARD....................... 50.............. 40 .............................................. 52.1 AS EXISTING LU �9• D MacGregor NYS FIRE CODE 1 SIDE YARD....................... 15.............. 15 .............................................. 5.2 N/C,AS EXISTING ❑ �` EXISTING Cp O W NYS PLUMBING CODE 2 SIDE YARDS 35 .............. 35 ...... 32.3 NIC,AS EXISTING - 1 NYS MECHANICAL CODE REAR YARD 50 OG MEAN RAMP ......................... .............. 50 .............................................. 209.3 AS EXISTING NYS FUEL GAS CODE BUILDING AREA............................................................................................. 2,075.02 0 I A$P WigT \ Owner: site address: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS COVERAGE......................... 20% ........... 20% ........................................ 7.0% M FR A FR��N 1120 Broadwaters, Cutchogue NY 11935 TOWN OF SOUTHOLD REGULATIONS HEIGHT IN FEET.................. 35.................................................................... 16,5+/- w I , e S William MacGregor OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, HEIGHT IN STORY ........... 21/2 ................................................................ 1 AS EXISTING Z 1 � � � \ 68°?4, 1120 Braadwaters 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS FLOOD ZONE: HOUSE IN X, DECK IN AE 6 J 20 58, , ` 4Q�� Cutchogue, NY 11935 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR W 1 1$" - \ BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS WIOR i= TSF e-mail:William.MacGregor@axa.us.com 1000-104 9-2 ,SPECIFICATIONS IS PERMISSIBLE BLE WITHOUT THE WR TTENS SHALL BE REPORTED TO THE ICONS NOT O THE ARCHIT CCHANGE IN IT ENGINEER. CODE COMPLIANCE: 0 LAN I NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. 19, architect: 3, THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR I.) Use(s) and Occupancy Classification(s): Single Family Residence2.) Height and Fire Area: 16.5'+/-, 1 story; Fire Area n/a r J ! NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT,OR NOT 3.) Type of Construction.,Type VB,2x4(as existing)platform construction,as existing studio a/b architects MEASURABLE DUE TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR 4.) Structural Design criteria: Engineered. J 651 WEST MAIN STREET TO PREPARING THE DRAWINGS. 5.) Framing elements: See Structural DrawingsI FOGFOF ! RIVERHEAD, NY 11901 6.) Design load calculations: See Structural Drawings WFT N ' O / T:631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7.) Glazing protection:Required(Wind Speed 110 mile zone; 0.3 mile(<1 mile)to coast line) �.q F:631323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". Provide Hurricane resistant rated windows and Doors 0 tL- e-mail: info@studioabarchitects.com 8.) Load paths from roof to foundation: See Structural Drawings J o 1 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 9.) Nailing and/or connection schedule,framing details: See Structural Drawings QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 10.) Means of Egress(R310 Emergency Escape&Rescue Openings): See Floor Pians 11.) Plumbing riser diagram: new fixtures to be connected to the existing SUMMARY OF WORK 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL 12.) Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS 13.)Truss design drawings with certification: n/a THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: CONTRACT. 14.)Energy calculations from design professional:n/a (Prescriptive) o ! 1. FIRST FLOOR ADDITION AND ALTERATION 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO o 1.1 MASTER BEDROOM, MASTER BATHROOM,AND WALK-IN CLOSET CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE 11.2 RELATED DECK PATCH WORK.3 NEW HRDWD FLOORING INSTALLATION OVER IEXISTING FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN OTHER REGULATORY REQUIREMENTS: ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. ' ! 2.ALL RELATED PLUMBING,MECHANICAL AND ELECTRICAL WORK 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE Health Department: Not Required. Numbers of bedrooms are the same / FOLLOWING CONDITIONS: DEC: Required, Pre-approved THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO Board of Trustee: Required, Pre-approved { J ! PERFORM THE CONTRACT WORK. ZBA: Required J / b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. Planning Board: Not;Required 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL ! LIST OF DRAWINGS: WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE, DISTORTIONS AND OFF 1/10 T.01 TITLE SHEET ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. J ! { 2/10 A.01 Demolition Plans 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE rn ) J / 3/10 A.02 Floor PlansCONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY I �' 4/10 A.03 Elevations CLIENT OR ARCHITECT SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED ' ! 5/10 A.04 Roof Pian, Building Section OR INDICATED. nr I o� 6/10 A.05 Building Sections 11, WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 1 `� x z J 7/10 A.06 Schedules SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE { o J i No. Description Date 8/10 S.01 Foundation and Floor pecking Layouit STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR 9/10 S.02 Roof Decking Layout APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, ' 10/10 PE.01 Plumbing, Electrical Layouts 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ' Z / PER SPECIFICATIONS. J I 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND Lu I g ! SECTIONS ARE SHOWN AS NOMINAL SIZE. Lu / Z 14. DIMENSIONS ON PLANS ARE INDICATED FROM STRUCTURAL SURFACE TO SURFACE BETWEEN uJ ! ABBREVIATIONS: GRIDS, FINISHED SURFACE TO SURFACE BETWEEN PARTITIONS, UNLESS NOTED OTHERWISE. -� ►� AFF ABOVE FINISHED FLOOR HVAC HEATING VENTILATING AND 15. PROVIDE GUARDS,RAILS, FENCES,CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS ALUM. ALUMINUM AIR CONDITIONING REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. a x J ! & AND HORZ. HORIZONTAL cn { I APPROX. APPROXIMATELY INSUL. INSULATION 16.THE CONTRACTOR SHALL,UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, ' ARCH. ARCHITECT INT. INTERIOR SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S),FEES, LICENSE AND INSPECTIONS AT L.F. LINEAR FOOT NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 6% BLD'G BUILDING L.P. LOW POINT B.O. BOTTOM OF LVL LAMINATED VENEER LUMBER 17.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, \ G� CL CENTER LINE MAX. MAXIMUM AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY CLG. CEILING MECH. MECHANICAL BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY T '�' Q CMU CONCRETE MASONRY UNIT MIN. MINIMUM �/lj �..• I COL. COLUMN MTL METAL 18.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND O (� CONC. CONCRETE N.I.C. NOT IN CONTRACT ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. CONT. CONTINUOUS NO. NUMBER CU.FT, CUBIC FEET NTS. NOT TO SCALE 19.MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. DET DETAIL PLY PLYWOOD DIA. DIAMETER O.C. ON CENTER 20,ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE DIM. DIMENSION R RADIUS CONTRACT DOCUMENTS. C M DIM DIMMER RAIL'G RAILING X EXIS NG DECK to F DWG DRAWING REINF. REINFORCING 21.COPYRIGHT 0 2015 STUDIO A/B ARCHITECTS EXISTING EDGE OF DECK N 29.3' o ! h ELEV. ELEVATION REQD. REQUIRED THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 5.5' --____ M/ M EQ. EQUAL SF SQUARE FEET AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY _ -_ -- 34,21 EQUIP. EQUIPMENT SIM. SIMILAR MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION,PURPOSE, EXISTING CONC.WALL 5_5' y 60 EXIST. EXISTING SPEC. SPECIFICATION PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. / EXT. EXTERIOR S.S. STAINLESS STEEL I� FF FINISHED FLOOR STL. STEEL FIN. FINISH OR FINISHED TEL. TELEPHONE CONTROLLED INSPECTIONS: PROPOSED1STORYADDITION FL. FLOOR TH. THICKNESS 70 {-_ I FLASH'G FLASHING T.O. TOP OF CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS,CLIENT AND THE I'SOUTHOLDI J FT FEET TYP. TYPICAL BUILDING DEPARTMENT GA GAUGE U.O.N. UNLESS OTHERWISE NOTED o, I ! ARD A�L,y GWB GYPSUM WALL BOARD W WIDTH THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST EXISTING 1 STORY HOUSE or b� AF?,,, H OR HT HEIGHT W/ WITH 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. FIRST FLOOR ELEV. +12'-0" �� m / C?- X11_ �:'sWr �! , H.P. HIGH POINT WD WOOD ' HRDWD HARDWOOD W.R.B. WATER RESISTIVE BARRIER 3.6' SITE SAFETY AND PROTECTION NOTES: 29.6' LOCATION MAP: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND ,.� - - - OSHA REQUIREMENTS. EXISTING CONC.WALL y'BRIC �r� `��vz! y0 F " 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS,SCAFFOLDING, FIRE 12', eta01, r PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION Q BETWEEN THE EXISTING USE,GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. i 'T a ,-' � 4,0,. ADJACENT 19 BUILDING DEPARTMENT NOTES: W ! OWNER'S THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. J -� UILDING PROJECT: - Q 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL I ��. (ENCROACHING) • � i (ENCROAC G LAWS, BY-LAWS, STATUTES, ORDINANCES,CODES, RULES,REGULATIONS,AND LAWFUL ORDERS �o* O MacGregor Residence ` OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. n THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY ` 1 y PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT age SHALL MEET THE FOLLOWING REQUIREMENTS: W O� r• �` arf a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. f yRu `:°:. b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY o , �J� PROJECT SITE ti THE REGULATING AGENCIES. J TITLE SHEET �-~ - } °n 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY M Q-G � p ! �o WITH ONE OF THE FOLLOWING: o I J� D ` a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR �"� �G PO Bldg Oept copy fro rr'✓'F i b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19,STANDARD METHODS OF I �� ,, `'�- O " Final reviewed documents FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD Z ZBA File# TOWN BUILDING DEPARTMENT / T� Date: 4d J (OR) 60 ` ✓ c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. a f 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 1 Project number 1554 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH �� THE BUILDING CODE. ��P�G O pate 8/13/15 �br 6. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT G_ GREATER THAN 200,SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315(NYS Q� `�� O� �jV Drawn by HA a f` RESIDENTIAL CODE). SITE PLAN IS BASED ON SURVEY BY p�' �► w hers ad - r Checked b PS � 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316(NYS PECONIC SURVEYORS P.C., G� O� <A y co nRn r d' ` d9v RESIDENTIAL CODE) DATED SEP. 10 2014 G� 'JZ 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO T , 01 '0 ENSURE SAFETY OF OPERATION. Site Planr0 � 3 1° = 20'-0" M a Scale As indicated 00 studio a/b architects NEW VALLEY ROOF ALIGN E TO EXISTING 651 West Main Street, EXISTING ROOF HIP ROOF FASCIA 2 Riverhead, NY 11901 HEIGHT 631 591 2402 A.05 NEW ROOF 631 3231426 NEW ROOMATCH EXISTING EXISTING WALL NEW FASCIA ASPHALT SHINGLES TO info@studioabarchitects.com A.05 F TO MATCH EXISTING NEW VALLEY ROOF EXISTING ROOF TY'' EPDM EXISTING ROOF EXISTING ROOF AHEAD AHEAD Owner: FASCIA AND SOFFIT William MacGregor TO MATCH EXISTING MEAN ROOF HEIGHT 1120 Broadwaters Cutchogue, NY 11935 NEW WALL e-mail:William.MacGregor@axa.us.com WOOD SIDING — TO MATCH EXISTING Lu W 0'-6" I I I w v o a TRIM TO j z a: MATCH EXISTING ,' I I I I WINDOW DOOR AND CORNER TRIM TO MATCH EXISTING \ I' 0 a. STOP FLAT SOFFIT AT CORNER TRIM J + o EXISTING r- /NEW DOORWAY' DOORWAY 7 �• � I EXISTING LANDING � New First Floor ' 1 I I I i 0' - 0 3/4" -_-__ ______ 2 studio a/b architects A.05 NEW B. 1 B.2 B.3 •2 ASPHALT SHINGLE 13.3 651 West Main Street,Riverhead, NY 11901 ROOF 631 5912402 631 3231426 a- NEW info@studioabarchitects.com EXISTING SHED ROOF A.7 EPDM ROOF EXISTING HIP ROOF,TYP. 12"PER 12" 12"PER 12° William MacGregor :5) - F3 1 1 9 A.04 - - _ _ --- 1120 Broadwaters NEW EXISTING — — A•4 AA Cutchogue, NY 11935 LOW SLOPE ROOF w TO BE DEMOLISHED 1? e-mail:William.MacGregor@axa.us.com 1 N A.05 8"+/-PER 12" 8"+/-PER 12" A.2 — — A•2 � EXISTING ROOF r EXISTING ROOF I N I U- I a LU co N ' LU EXISTING ROOF i OVERPORCH 2 A.05 i - j PROVIDE RIDGE VENT 2X8 RIDGE BOARD NEW ROOF CONST: ExistingRoof Plan Pro oSed Roof Plan — ON ASPHALT ROOFING 1 1/8" = 1'-0" 2 1/8" - 1'-0" EXISTING ROOF ASPHALT SHINGLES �, ON 5/8"PLYWD SHEATHING ON 2X6 RAFTERS @16"O.C. EXISTING ROOF No. Description Date �FJCISTING HIP ROOF L12' NEW EPDM ROOF 2X4 RAFTER TIES ON EVERY RAFTER 12" NEW FASCIA TO MATCH EXIST NIG I I � � 2X4 KNEE BRACE � ON EVERY RAFTERS ' NEW WALL 12"R38 BATT NEW 2X6 CEILING JOISTS ROOFLOOSE SED ��\ INSULATION @16"O.C. 00 EOR UFILLLENT \\ FASCIA AND _ SOFFIT WALL -- TO MATCH EXISTING PROVIDE SOFFIT VENT EXISTING WINDOW NEW DOOR i \ INSTALL ` ' aster Bed o ` 31/2"R1 3 BATT INSULATION I EXISTING WALL � i � � �RSD A�ei NEW FLOOR CONST: HW FLOORING ON 3/4"PLYWD SHEATHING ' New First Floor x ON 2X10 JOISTS @16"O.C. 0' - 0 3/4" _ — — — — — — — — JExistingFirst Floor 01 - 011 r- ELEV. 12.0' �-'�.• �f" �� (2).-13/4"X 91/4"LVL• INSTALL 51/2"R19 BATT INSULATION• r' "(2)-1 3/4"X 91/4"LVL . EXISfI1�fG ,' EXISTING \ , . �• \ / - FOUNDATION WALL ' BASEMENT DOOR . , ., . , . � �� .. . , , . , ., ,•1•• •� / (• PROJECT: CUT EXISTING WALL 1 . i NEIN CRAWL FORACCESS — • NEW 8 CMU , { X I• — —I I—I I —I PARGED '.FOUNDATION,TYP. ' SP/ CE (, / .� MacGregor Residence TYP.:. I I— I —III—III-1 I 1—I - • . • . . • • . . . . . . . . . • . RAT SLAB .,• ,.•��• . . • • • . 1= I —III=1 I�I I I— I ON DAMPPROOFING MEMB. - - I I CRAWL SPACEI I I- - 0-3/4" 1= ! `a.. : I=1 I -11 =1 I-1 I I= I I ISI 111 I=1 ISI I =1 -1 i I-1 I -1 11=i I I- 11=I i -1 I- 11=1 I I-f 11=1 I I -I 1 11 I i=i 1=1 I I- I i- Roof Plans, Building — — — — — — — 4. 1-H=—=tl 1=fifi1 = I f— I tl�ttt=tl I t�l=�t t� - tom t1 t�Imo= t �1= I t�f=-semen I 1=1 I Section -i=i�i=�_� i=�=i=_=i=i=i=� i =�i= a=_—i�__—_._= i � 4.•. = I 1=1 I -1 _____III—I I -1 I I_I 1= 11=1 11=1 I I_I I !—I I I_I I I— I I_ I I_I I I_I I I_I I I_i 1_1 I I_I 1 I �=.• I I_I I —I I I_I I C_� _I 11=i I =1 I=1 I_ 1 _III-- ! I—III—I I— I I— I I—I I —III—I I !— 11—) I (—I I —III III—I I I—) — (— I I_ Date: � � Project number 1554 -1 1=1 11=1 11=111= 1=11 =1 !=1 I I—= I IE I I-1 11=111=1 11= 11=1 I _ BI.1 I I—I I —I I I-1 I — Date 8!13/15 I I I-I I I-1 1 1-I t l I I I I-I I I-I I I-I l i-I i t-I I I 1 1 1 I I I I I-I I I I I I I I-1 4 Drawn by HA a Checked by PS N West-East Section Thru Addition at Master EXISTING RETAINING WALL EXISTING LANDING 3 Bedroom 1/2' = 1'-0" A, 04 M Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 2 631 591 2402 A.05 631 323 1426 NEW VALLEY ROOF EXISTING ROOF NEW ROOF info@studioabarchitects.com EPDM MEMS. ON 3/4"PLYWD SHEATHING ON 2X10 RAFTERS @16"O.C. EXISTING ROOF Owner: William MacGregor 1120 Broadwaters 1 I ( I Cutchogue, NY 11935 e-mail:William.MacGregor@axa.us.com I I ! I NEW GIRDER (2)-1 3/4"X 9 1/4"LVL M as,t r Bedroom F-71 III I ' New First Floor INSTALL NEW HW FLOORING0' - 0 3/4" ON EXISTING FLOOR L� Existinq First Floor 0" —EXISTING FOUNDATION WALL TYP. EXISTING _—_— BASEMENT I 1 I—I _ _ _ CRAWL _SPACE _ —--------— _� _= I I— 1 Basement -7' -21/2" 111,111, ;III, I ,III;III,III„_, II;111;11 -I1 _ I --III „ II; I —L —III —I ( No. Description Date B.3 = — B.2 B.1 .7 — B.1 East-West Section Thru Living & Master 1 Bedroom NEW ROOF OVER EXISTING BUILDING PROPOSED ADDITION 1 3 A.05 A. NEW ROOF2'-0”OVERHANG HIP ROOF SIZE GABLE WALL —7 TO MATCH EXISTING STYLE TO MATCH EXISTING I I EXISTING ROOF I I I 1 I NEW CEILING FASCIA&SOFFIT I I I 1 TO MATCH EXISTING FED AR+� Gig S.!41 4R stn INSTALL(2)-1 3/4"X 5 1/2"LVL GIRDER CUT RAFTER EXTENSION Guest oom-_1 aster Bedroom (2)-2X10 RIM JOIST Walk-in Closet EXISTING RAIL ^ I I I I I INew First Floor EXISTING PARTITION NEW FLOOR EXISTING DECK 0' - 0 3/4” —Existing First Floor O, — PROJECT: lel 11= I f SH►M TO MacGregor Residence I I I 1A I SUPPORT NEW X - --- JOISTS 1 — ---}- _CRAWL SPACE 1 �:T_1 —�� _ -6' - 0 3/4"_ I lil 11-1 I- 11=! 11=1 1=C 11=1 11=1 i 1=111=1 11= I I 11=1 I i-III-1 111 I I _-III-1 I i I I I=1 I - _ I I 1 --=_NE,WS°FF'J '-" ' ' I I=_ _ _ _ �-- _1-- -I-- _ — 114 VINYL�SHEET WITH 1X2 BATTEN —III— I —I I—I I NEW RAILING TO MATCH EXISTING.— ( I- Build Ing Sections ;111,11 �I „ II , II,iil lll ,i�l, lll III,I�,II ,III,III „111;111,IIII� II „II ,, II„I� 1111 111_1. 11 �I, II,III,�II,III,I BI�dgDeptcopyfromZBA al ret��f+�,�c,documents A.1 A.2 A.3 A.4 A.6 A,7 NEW DECK RIM JOIST,WHERE DECK IS CUT zBA File / Date: / EXISTING 6X6 GIRDER NEW TREATED 6X6 TIMBER WALL,AS REQUIRED ADD(1)-13/4”X 91/4”LVL EXISTING FOUNDATION NEW 2"RAT SLAB NEW 8"CMU FOUNDATION WALL ON DAMPPROOFING Project number 1554 2 South-North Section Thru Mater Bedroom MEMS. 1/411 = 1'-0" Date 8 13/15 Drawn by HA g a Checked by PS N N A, 05 0 M Scale 1/4 EXISTING ROOF C� 4(3.�q EXISTING FASCIA L & SOFFIT NEW 2)2 X 8 HEADER W/ NEW SIDING SINGLE 31-3" F� AROUND WINDOW JACK STUDS TO MATCH ON EACH SIDE EXISTING NEW ANDERSON CUSTOMER: ADH3030 MacGregor Residence Nassau Point,NY DRAWN BY: Environment East DATE: 8.29.16 SCALE: 1 11 = 1 1-011 2 ALL GIVEN ARE SUBJECTTOIONS,SIZE DESIGNATIONS U V D GIVEN ARE SUBJECT A JU VERIFICATION D ON JOB SITE AND ADJUSTMENTS TO FIT JOB CONDITIONS. su o THIS DRAWING IS AN ARTISTIC INTERPRETATION OF THE GENERAL , APPEARANCE OF THE DESIGN IT IS NOT lTrMEANT TO BEAN EXACT RENDITION jil B DING D • TOWN OT SO�gOLD DRAWING: EXISTING STRUCTURE Window Section g u `32 4 ±427 ±44 TBD u on trim size =4 This 78 dimension will be the 'I'r'' MCRf 03 > CEILING � � JU variable, ( p Clearance for ref door fIt determined - - \ 1 f r by levelness µ ORDERED AS . Bench-TBD a of site 6"HIGH. CUT AS } at a later TFK1Z690 i conditions NEEDED r 3 6"wide x 30"deep. dateCL 1, ■ -a p to depth needed ' ) ' 90"AFF A m s t refrig box depth. i s 4 V y Rip 5"for sink cabCIS CABINET o E CL to al' with V C wmdowrC � m A t , Face of L shaped soffit B � 143 b Cz ri 74500 Main Rd. molding can extend beyond N � a3, PTR , �v, C'v Greenport,N.Y.11944 face of cab door by 4"±,or it �a _, I I N O 3 m �, E p Ref End panel rI p Ph.631-996-3196 can be flush w/face of door. T w O A o 4"x30"x 90" N 3 Fax.631-996-5196 Rip as needed I O to refrig case/box depth m aC, ,r CUSTOMER: TOP TRIM DETAIL w Cj Q o co N ti Macgregor Residence Cutchogue NY 3" = 1'-0" N I w �M 4 z ¢ — { pN l_ U ri - C7 ^ V U DRAWN BY: CUCrystal Scott, CKD o � I � °� Q a DATE:: N BFRB33424 O 0 � 8.15.16 0C to 10 D I 2"wide x 24"d. C' b Secure,to back FINAL PQ Hull and — V) M floor as needed + 0 SCALE: xyA F i �v �, BFRB33424 0 � 1�, = 1 1-011 o I - b 0 2"wide x 24"d. V 2 Beaded end — Secure back wall ALL DIMENSIONS,SIZE DESIGNATIONS and floorr as needed. GIVEN ARE SUBJECT TO VERIFICATION ON JOB SITE AND ADJUSTMENTS TO FIT (] JOB COMMONS. F; � Existing vent to be relocated. 251 Relocate in toe kick to left or Kitchen extends into `'' TM DRAtiNmvc IS AN ARTISTIC Q m Ts right of range 0 or further down living area INTERPRETATION OF THE GENERAL wall.To be discussed with EEA. APPEARANCE of THE nEsrcN IrsNOT MEANT TO BE AN EXACT RENDITION Remove existin windows. FLOOR PLAN DRAWING: One to be re-used .Placement to be to right o#exterior —I �� electrical supply and to left of end of countertop. Final 0 - PROJECT: GENERAL NOTES: ZONING: studio a/b architects MacGregor ResIdence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON TAX MAP#: 1000-104-9-2 EXISTING EACH DRAWINGS. ZONED: R40 DOCK 651 West Main Street, REQ. REC. NON-CORFORMING LOT ACTUAL/PROPOSED Riverhead, NY 11901 ^ ......... 40, ............................................................. , , , 631 5912402 29485 TO TIE LINESN/CAS EXISTING 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF A .................. 631 323 .426 Owner: 150 .................................................................. 77.34 N/C,AS EXISTING 8&0,1 NYS EXISTING BUILDING CODE LOT DEPTH ............... William THE NEW YORK STATE(NYS) RESIDENTIAL CODE L WIDTH ............... 175 ............. . ................................................ 301.06 AS EXISTING O - info@studioabarchitects.com ' NYS ENERGY CONSERVATION CONSTRUCTION CODE FRONT YARD ....................... 50 .............. 40 .............................................. 52.1 AS EXISTING W 123 79, ' w _ MacGregor NYS FIRE CODE 1 SIDE YARD ....................... 15 .............. 15 .............................................. 5.2 N/C, AS EXISTING W CO Ov'/ NYS PLUMBING CODE 2 SIDE YARDS ..................... 35 ...........:.. 35 .............................................. 32.3 N/C, AS EXISTING _ \ EXISTINGi A r {YY/ NYS MECHANICAL CODE REAR YARD ......................... 50 .............. 50 .............................................. 209.3 AS EXISTING C M�N RAMP �C �� NYS FUEL GAS CODE BUILDING AREA ...................... . ... ........... ............................................,... 2,075.02 site address: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS COVERAGE .......................... 20% ........... 20% ..........,............................. 7.0% CD AS PFR qT�R\ - Owner: 1120 Broadwaters, CutchO ue NY 11935 TOWN OF SOUTHOLD REGULATIONS HEIGHT IN FEET ................... 35 .................................................................... 16.5+/- M 0FeD Q&ZE 9 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, HEIGHT IN STORY ........... 21/2 ................................................................ 1 AS EXISTING W - S William MacGregor 2. 6 1120 Broadwaters SHOWN INGS ARE ND ASSUMEOT TO BE SCALED. USE D ON THE DRAWINGS MUST BEIONS ONLY,ALL VVERIFIIED AT THESITEBIONS AND YY THE CONTRACTOR FLOOD ZONE: HOUSIE IN X, DECK IN AE 6 J 20 581 _ - ` _ ---__ 8 ,24'4p,, Cutchogue, NY 11935 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS W I X811 E �_ Tax Ma #: AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR 11- _ -_ e-mail:William.MacGregor@axa.us.com 1000-104-9-2 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. CODE COMPLIANCE: 0 I T,e' 1 _ i NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. 79 I.) Use(s)and Occupancy Classification(s): Single Family Residence 4 . 4 architect: 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 2.) Height and Fire Area: 16.5'+/-, 1 story; Fire Area n/a r• / studio a/b architects NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT 3.) Type of Constructilon.Type VB,2x4(as existing)platform construction, as existing 1 MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR 4.) Structural Design kriteria: Engineered. co �� • 1 t � � m, .,. 651 WEST MAIN STREET TO PREPARING THE DRAWINGS. 5.) Framing elements: See Structural Drawings EDG I , ', k ltIl „ 1_, , RIVERHEAD, NY 11901 6.) Design load calcullations: See Structural Drawings '�\ FOF U Uj / T: 631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7.) Glazing protection: Required (Wind Speed 110 mile zone; 0.3 mile (<1 mile)to coast line) �'ET� I ~ IP,TC:,1Is(�s (; �� Z F: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". Provide Hurricane resistant rated windows and Doors ND 0 /e-mail: info@studioabarchitects.com 8.) Load paths from roof to foundation: See Structural Drawings \\ ~ r=~ , , f.'tF, ,5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 9.) Nailing and/or coninection schedule,framing details: See Structural Drawings 1 ce / N" „��_�_Vl_ } C. 1 -a : . .,'-i' �- . QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 10.) Means of Egress(;R310 Emergency Escape& Rescue Openings): See Floor Plans _ 1 V_ / 731,.18r;2 � ej'qi - , r' 11. Plumbin riser dial ram: new fixtures to be connected to the existing _ O %�!,,,-. r,� ' ` i SUMMARY OF WORK 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL 12.) Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings M / " - FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS 1 r`�,"'' " �! "'! i',':':': ,�;.1,, . 13.)Truss design drawlings with certification: n/a _ - / )i,l .`.: THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 14.) Energy calculations from design professional: n/a(Prescriptive) - ' "_1 ; __ CONTRACT. O p !..; 1. FIRST FLOOR ADDITION AND ALTERATION 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO / ,.> T10;, . 1.1 MASTER BEDROOM, MASTER BATHROOM,AND WALK-IN CLOSET CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE O '• !', .!ll_ Si,' r,� 1.2 RELATED DECK PATCH WORK 1 CO n F!'•n`•L• ' C -'1- .,�L,,a+;� `'' 1.3 NEW HRDWD FLOORING INSTALLATION OVER EXISTING ALL I FOUR DIRECTIONS MATCHESSCHEDULED CONDITIONS. OTHER TO THE CLOSEST CORNER IN OTHER REGULATORY REQUIREMENTS. Fr CCi�,'' ,^.Tr. ' "., • "'i% I`I / ALL CCNSTf l;-:11 ,',u'i a• o .,r,:T -. 2.ALL RELATED PLUMBING, MECHANICAL AND ELECTRICAL WORK 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE Health Department: Not Required. Numbers of bedrooms are the same ' -.,Jr> T;,r.(,,-,r'),_- �t� I'!- DEC: Required, Pre-approved / FFA`''.,34 "` '1'U G'' 11'•- - S O •Nl' :,`] FOLLOWING CONDITIONS: RIK �Tf NO.f. __„•, _ THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO Board of Trustee: Required, Pre-approved / / Dr- ` °' ''-• 1 1=,,• �i''+W�'- - - Ful PERFORM THE CONTRACT WORK. PBA: Required 1 / DFc, ?! o cci',�Ilucr!o,`, EF:-�os. . b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. Planning Board: Not Required LIST OF DRAWINGS: ' / � �[ ,.1._.,' - ' - r 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL ��'',. . :_ I .-«.�_ -,---_ Q1- WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF / NL: N `,'`,_)F,K `,�s-�. ' •- C i G`,%,';1d "'DES ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. r, r. E � ,' E,, N 'T , , 1/10 T.01 TITLE SHEET 1 / �,;� �EQLJIr�t=t. f-�,v... ��I`.D� � �'-.-_,,..S ()E 2/10 A.01 Demolition Plans 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE I 4b 1 , _..,,: ._7',",, ..,.; 3/10 A.02 Floor Plans CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 0 rn � o ,,�:,): �"< �1-' °' of N ! CLIENT OR ARCHITECT SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED 9 r' 4/10 A.03 Elevations °' / .:( _�,',;,D 5/10 A.04 Roof Plan, Building Section OR INDICATED. P / ""�" ^ 6/10 A.05 Building Sections 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT N il 1 / �._...,�,._. -.._,_.-, r , 7/10 A.06 Schedules SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE o / No:'--• - •- --- --D 7iptttrn Date 8/10 S.01 Foundation and Floor Decking Layout STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR � 1 I 9/10 S.02 Roof Decking Layout APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, Q 10/10 PE.01 Plumbing, Electrical Layouts 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS 0 o ' / PER SPECIFICATIONS. 1 I 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS ANDI co SECTIONS ARE SHOWN AS NOMINAL SIZE. I Z / d� + L ,� ! / I!"" .-Ill IT r[MT1r:InATr_ ABBREVIATIONS. 14. DIMENSIONS ON PLANS ARE INDICATED FROM STRUCTURAL SURFACE TO SURFACE BETWEEN >� ' ` ` '`i . /L-1 tell lViiii- GRIDS, FINISHED SURFACE TO SURFACE BETWEEN PARTITIONS, UNLESS NOTED OTHERWISE. I / I Z) 1 I AFF ABOVE FINISHED FLOOR HVAC HEATING VENTILATING AND 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS o' ALUM. ALUMINUM AIR CONDITIONING REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. � 1 / & AND HORZ. HORIZONTAL RM WATER RUNOFF APPROX. APPROXIMATELY INSUL. INSULATION 16.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, i ARCH. ARCHITECT INT. INTERIOR SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS ' URSUANT T CWT HER AT L.F. LINEAR FOOT NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 6 / F BLDG BUILDING L.P. LOW POINT `O-\\ SOC 1 / B.O. BOTTOM OF LVL LAMINATED VENEER LUMBER 17. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, CL CENTER LINE MAX. MAXIMUM AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY �\ SOT 1 / CLG. CEILING MECH. MECHANICAL BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY CMU CONCRETE MASONRY UNIT MIN. MINIMUM I \ " O '� COL. COLUMN MTL METAL 18. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND \ % l LU CONC. CONCRETE N.I.C. NOT IN CONTRACT ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. ( \ c' / LCI CONT. CONTINUOUS NO. NUMBER O,L� �6+ 1 I CU.FT. CUBIC FEET NTS. NOT TO SCALE 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. DET DETAIL PLY PLYWOOD DIA. DIAMETER O.C. ON CENTER 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE , I 1 / DIM. DIMENSION R RADIUS CONTRACT DOCUMENTS. o - ' ___,: .__,_ . ___ -„_, O _ _ I M DIM DIMMER RAIL'G RAILING _=EXIS ING DECK _1_--.1:-.-:. DWG DRAWING REINF. REINFORCING 21. COPYRIGHT©2015 STUDIO A/B ARCHITECTS EXISTING EDGE OF DECK -__ .1-1 - - - -_ II 293' 1 / h ELEV. ELEVATION READ. REQUIRED THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 5.5' __= -_ _ _:�,_ 0.� EQ. EQUAL SF SQUARE FEET AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY -'�'``'- 3 / t+ EQUIP. EQUIPMENT SIM. SIMILAR MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, 5.5, \ j 2 y EXIST. EXISTING SPEC. SPECIFICATION PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. \ I / EXT. EXTERIOR S.S. STAINLESS STEEL FF FINISHED FLOOR STL. STEEL \ )! FIN. FINISH OR FINISHED TEL. TELEPHONE CONTROLLED INSPECTIONS. PROPOSED 1 STORY ADDITION FL. FLOOR TH. THICKNESS X, I ! 1 / I FLASH'G FLASHING T.O. TOP OF CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE [SOUTHOLD] 70 fi _j 1 /J FT FEET TYP. TYPICAL BUILDING DEPARTMENT IO�- I � GA GAUGE U.O.N. UNLESS OTHERWISE NOTED Q GWB GYPSUM WALL BOARD W WIDTH THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST EXISTING 1 STORY HOUSE ;I !ti ��RED �fiCy H OR HT HEIGHT W/ WITH 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. w \/ V "o ).," F H.P. HIGH POINT WD WOOD HRDWD HARDWOOD W.R.B. WATER RESISTIVE BARRIER SITE SAFETY AND PROTECTION NOTES: 52' k_ ' ;= 1111', .� _ _ 'ef / T ,. LOCATION MAP: ' ""-,k 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND ^ ':<<�.1,', ;�� Pl,m� � :�qa �; OSHA REQUIREMENTS. , �, ._„ . e3' . .:: ',, . �: . o f BRI fJ :.:`. ,, , -"�.'i.: sem,. ='_°:<;,-„ :'e,°; e,' i` �,1:..'°: `' 'k ° , `' 2. SITE SAFETY PR TECTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO EGRESS S AFF I 7 . ` V ..J �::5a. "a•i,'.^'yA,• ,4"#:tli.y...,.:Y,< E .�. -«',, 4 �".�'',,. O rt` C OLDING, F RE >,.,., r,.a<<;, .. ',,.. .; .., "a:?A,;, PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION -� >, .a:..,'g,<.�?;;a•�"...,.,..':,�.<,' ';."' ,.:...a.,,a,.:a., ::;'s:a:,',, ;:i„`;^;�„x'�'^ ,':.£�.•`iz ,a`,.�a.,. ;�,.:.�. j .f•- .a ,.. J �'/A� t e:,•.�' :`'� '+�;�';: ?,< ..Z ,a,.:F.;T.:oYp:4,a s\_�,,;<" �, •.a''ip,;,: e a' ',s +..�^. 1'�,a, W ,,;' , ,, �"" ;�, ,,<,r; studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 ------_------------�--- 631 3231426 i I info@studioabarchitects.com FF li it II 'j EXISTING DECK Owner: or PART OF DECK DEMOLISHED B•2 !I William MacGregor 1120 Broadwaters Cutchogue, NY 11935 DN(A.7 e-mail:William.MacGregor@axa.us.com - - - I SCREENED PORCH --- DEMOLISHED :__'_. .... . INCLUDING FLOOR, WALLS, AND ROOF A.5 i D NJ f B. 1 .7 PARTITION DEMOLISHED o ] I F - 11 BATHROOM III _J EXISTING LIVING, DINING ROOM, DEMOLISHED I 0 KITCHEN TO REMAIN, EXCEPT: W -NEW FLOORING TO BE INSTALLED ON THE EXISTING -NORTH HALF OF WEST EXISTING MASTER BEDROOM PARTITION TO BE DEMOLISHED NORTH PARTITION AND CLOSET L �I TO BE DEMOLISHED I,', (I U-- Q i► THIS PARTITION TO REMAIN I w DOOR TO BE REPLACED W1 WIDER DOOR PARTITION TO REMAIN i � �-�= i C � EXISTING GUEST ROOM F---- TO - -TO REMAIN i) i i EXISTING BATHROOM I f r W TO REMAIN A. 1 III EXISTING GUEST ROOM TO REMAIN 4 - - _... No. Description Date n First Floor Demolition Plan _. EXISTING 6X6 TIMBER WALL TO REMAIN Li-------- ---- EXISTING 6X6 TIMBER WALL `~ DEMOLISHED — i- - - 4�- ----___ _ A.4 A.3 .--� I , I i CUT EXISTING MASONRY i WALL FOR NEW ACCESS 1 EXISTING A BASEMENT TO REMAINi�G 7-1 • � EXISTING CRAWL SPACE F ;v1= TO REMAIN C. El G ❑ i PROJECT: __ __________ .. MacGregor Residence -- - ------ --- __ B. 1 B.3 Demolition Plans n Basement Demolition Plan DEMOLITION NOTES: 1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC. BEFORE BEGINNING ANY DEMOLITION, FABRICATION OF MATERIALS OR CONSTRUCTION AT JOBSITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND THE STRUCTURAL ENGINEER. 2. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW FIXTURES, SURFACES,APPLIANCES,WINDOWS ETC. Project number 1554 FROM DAMAGE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE,AND SHALL PATCH AND REPAIR ALL EXISTING AND Date NEW CONDITIONS NOT WITHIN THE CONTRACT LIMIT WHICH MAY BE DISTURBED BY THE CONSTRUCTION. 7/10/15 3. BEFORE ANY DEMOLITION, PROVIDE ADEQUATE SHORING FOR EXISTING STRUCTURE AS NECESSARY Drawn by HA 4. VERIFY OWNER ALL REMOVED MATERIALS, HARDWARE,FIXTURES, EQUIPMENTS,ACCESSORIES,AND LIKE a TO BE DUMPED OR TO BE STORED FOR REUSE Checked by PS N O A. 01 o N O Scale As indicated studio a/b architects 651 West Main Street, 2 Riverhead, NY 11901 2 A.05 [ 631 591 2402 _ A.05 - ^ .. __.._u..'--' 631 3231426 info@studioabarchitects.com EXISTING TREATED 6X6 TIMBER WALL -- - - ---------- - ... ....... i .. . . ... .. ..................... .. .... j.. j Owner: :..._.. ::.._ William MacGregor 77 1120 Broadwaters ---- - -------------- ------------------------------------- - --- - - -- - ... -- - -- - - ---- -...---- --- - --- -- -- __ - - ---- _ h 11935 A.0 Cutc g Y 3.: _. . ......... . ._ _. e-mail:. William MacGr g @ xa.us.com e or a 2 - .::.. ._..... -- -------- -----___._._:---- -------- - _.... ------------------- -- ---- ------ --------- - -- - -------- - ------------ ---------- - - - -._... - _--_._.._..__._....... - -- -- - - - ....---- -------------------- -- ----------- -- ------- - - - - - - ------ ---------- ----------------- .(2)-2x4 - - EXISTING DECK ABOVE . _. _ . COLUMN _.. I (2)-2x4 COLUMN .(2)-2x4 i B.1 EXISTING B.2 _... /DN -TREATED 6X6 ---- - -- -.. __: ------ --- -TIMBER WALL „+ ---__.____--____...__--. .. 13'- 10"+1- 4'-6"+/of ol 1 3/4"X 3 1/2" LVL19'- 10 3/4"+/- I _.... . NEW TREATED 6X6 f P _ TIMBER WALL -- _ - - ..... ... I - AS REQUIRED l ; ---- ---- -- - } 0 1 I A.6 N A.6 I 1 3/4"X 3 1/2" LVL. 1 EX 1 N I A.03 = : A-03 rn + -, rn i A 5 - �- - - -.; : . NEW CRAWL.': � - - - - Master Bedroom 1 :$PACE EX 1 .-• as B 7 : • . ON EX 9 . -- _ - - - - - AA A.3 2 3 EX 1 :, - . - . - •: . '-. - COLUMN I � - _ . .. - ....(3)-2x4; OR _. _ - 3/4" X 1/2" LV --- (2)-1/3/41' Description Date I _.....:. .._.._... - _.. _ _._._-... ... -- - No. D 1 � CUT EXISTING .� •: ,. '- - _ _ • _ __ . - _ ._ _ _ - _ MASONRY WALL 4 X 4 - . 2 A.05 (1) L FOR ACCESS TO :EXISTING _. NEW CRAWL BASEMENT i SPACE _ - - Closet N _ : M - _ . i ng Dining . ..._...__._. .._... _.: o _- ._.: Ana Room A.2 _ ..-....._ .. _.._. _. . (NO CHANGE EXCEPT FLOORING, -:. :.:._ - v 2� o EX 4 B.2 WALL AND DOOR#2) )2 i _ .- -_-•a _ -- EX 3 _ a ACK STUDS (2) 2X4 COLUMN Master Bathroom EXISTING '- W/ BLOCKING @4', I J Ex , TYP. ext ' Hallway Walk-in Clos=t , I EX 3 I - 1 . ......... 2 A.03 4 EXISTING CRAWL 1 SPACE 6 ... .. �0'-4 1/2" ED E 04 N I EX 4 I f -Guest Room 1 - Guest Room 2 Kitchen Bathroom 1 (NO CHANGE EXCEPT _ „- (NO CHANGE) - (NO CHANGE EXCEPT (NO CHANGE EXCEPT FLOORING) EX 2 FLOORING) FLOORING) �p ARCS _..._._.._..........._._. -- - I - �` A �� h OF N B.1 6.3 CB 1C __ _ ------- 38'- _-_._38'-3"+/- PROJECT: First Floor MacGregor Residence Basement 1 1/4" = 1'-0" Wall Types _ Room Finish Schedule Finish Type Mark Description Wall Construction Wall Thickness Type Comments Room# Room Name Floor Base Triim Wall Ceiling Comments Floor Plans 1 New 2x4 Exterior wall 2x4 studs core; Exterior side:Wood rap siding on WRB on 1/2" Plywd sheathing; 5 1/4"+/-or 5 1/2"(in install R13 batt insulation 1 Master Hrdwd flooring Match existing Match existing 1/2"GWB painted 1/2"GWB Painted Interior side: 1/2"GWB painted,or(in Bathroom)Water resistant GB painted, or 1/2" Bathroom w/tile) Bedroom Cement board tiled 2 Master Ceramic tile on (2)-5/8", n/a Match existing Water resistant GWB, painted; partially Water resistant GWB, 2 New 2x4 partition 2x4 studs core; both sides 1/2"GWB painted, or one side (in Bathroom)Water 4 1/2"or 4 3/4"(bathroom) install sound insulation in Bathroom or 5/8"on 3/4" Plywd the on 1/2"cement board painted resistant GB painted, or 1/2"Cement board tiled bathroom partition sheathing NOTES 3 New 2x4 partition one side 2x4 studs core; one side: 1/2"GWB painted,the other side: vertical 1xX T&G pine 5 1/2" 3 Walk-in Closet Hrdwd flooring Match existing Match existing 1/2"GWB painted 1/2"GWB Painted paneled board on 1xX furring, painted to match existing 4 HallwayNew Hrdwd Flooring on Existing and Existing and match,, painted Existing and new GWB painted Existing and new GWB 1. INDICATES EMERGENCY ESCAPE RESCUE OPENING g g g p 9 P 9 2. GRIDS FOLLOW STRUCTURAL SURFACE OF WALLS 4 New 8" CMU foundation wall Nominal 8"CMU parged on exterior side 8"+/i existing, Partially New match, painted painted 3. SEE FOLLOWING SCHEDULES FOR KEYED ITEMS Project number 1554 EX 1 Existing 2x4 Exterior wall, 2x4 studs core; Exterior side: Wood rap siding on WRB on 1/2" Plywd sheathing; 6 114 +/- sheatHrdwFlooring on Plywd WALL TYPES: SEE A.11 Date Interior side: vertial T$G 1xX board painted on furring sheathing DOOR AND WINDOW SCHEDULE: SEE A.11 7/10/15 Interior side paneled EX 2 Existing 2x4 Exterior wall, 2x4 studs core; Exterior side:Wood rap siding on WRB on 1/2"Plywd sheathing; 5 1/4"+/-or 5 1/2"(in 4. SEE FOLLOWING SHEET FOR OTHER SCHEDULES Drawn by n. interior side GWB Interior side: 1/2"GWB painted, or(in Bathroom)Water resistant GB painted, or 1/2" Bathroom w/tile) FINISH NOTES: EXTERIOR FINISH SCHEDULE: SEE A.06 Cement board tiled 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER ROOM FINISH SCHEDULE: SEE A.10 Checked by PS N Existing 2x4 Interior partition, 2x4 studs core; one side: 1/2"GWB painted,the other side:vertical 1xX T&G pine 5 1/2" THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). INSULATION SCHEDULE: SEE A.11 N �JA4 EX 3 E g p 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. A. 02 one side paneled board on 1xX furring, paintedN 3. ALL EXISTING WOOD FLOORING TO BE COVERED WITH NEW HW FLOORING. C) EX 4 Existing 2x4 Interior partition, 2x4 studs core; both sides 1/2"GWB painted, or one side (in Bathroom)Water 4 1/2"or 4 3/4"(bathroom) GWB resistant GB painted, or 1/2"Cement board tiled N Scale As indicated studio a/b architects NEW VALLEY ROOF EXISTING ROOF ALIGN NEW TO EXISTING 651 West Main Street, HIP ROOF FASCIA 2 Riverhead, NY 11901 ANEW ROOF HEIGHT 631 591 2402 A.05 1 .05 NEW ROOF EXISTING WALL NEW FASCIA ASPHALT SHINGLES TO 631 1426 TO MATCH EXISTING NEW VALLEY ROOF MATCH EXISTING info@studioabarchitects.com EXISTING ROOF TYP. EPDM EXISTING ROOF AHEAD Owner: William MacGregor FASCIA AND SOFFIT I 1120 Broadwaters TO MATCH EXISTING I I I I Cutchogue, NY 11935 NEW WALL e-mail: William.MacGregor@axa.us.com WOOD SIDING --- — -- - -- --- -- TO MATCH EXISTING I I I TRIM TO ! — MATCH EXISTING WINDOW, DOOR AND CORNER TRIM TO MATCH EXISTING i ' ( STOP FLAT SOFFIT AT CORNER TRIM EXISTING /NEW DOORWAYS DOORWAY EXISTING LANDING New First Floor ;I �\� lLjt 0' - 0 3/4" New First Floor L� FILL SIDE OPENING �� 0' - 0 3/4" WITH VERTICAL 2X2 Existing First Floor - - --- - _ - - - - 27E First Floor 00 - 011 01 - 011 . _- M.w -- --- a L: -- --t z .�- NEW FOUNDATION PARGED, TYP. -I -- -- NEW RAILING TO -- I III— I (— � I—I �� IIII I I _ _ �-- _ OW OVERHANG LL SPACE — BE — _ — STYLE TO MATCH EXISTING -_ _ - � _ � � _ _ -- _ ► II — III 11 — � 1II —III mi — — — — -- -- — — 1- 1 1 --1 I - - - - - - - - 1 - 1 1 I 1 -1 - B.3 B.21 I I- 1 = = I= 111 = B.1 = EXISTING DECK A.2 AA A.5 A.6 A.7 (STRUCTURE UNDER DECKING IS UNKNOWN) SECTION OF EXISTING DECK NEW DOOR NEW WINDOWS, (CONSTRUCTION UNDER THE DECK UNKNOWN) WINDOW TRIM TO MATCH EXISTING,TYP. No. Description Date VERIFY EXISTING STRUCTURE ON SITE 1 Partial East Elevationn North Elevfation SOUTH AND EAST ELEVATIONS NOT SOWN 1 1 (NO CHANGE IN THIS CONSTRUCTION) A.04 A.05 NEW ROOF ASPHALT SHINGLES TO MATCH EXISTING EXISTING ROOF EXISTING WALL I ( I NEW FASCIA TO MATCH EXISTING TYP. NEW WINDOW TRIM TO MATCH EXISTING,TYP. I i i ---- ��RED ARC CORNER TRIM Ej I' ! l� TO MATCH EXISTING, TYP. New First Floor 0' - 0 3/4 . ff -- -- - - - - - - Existing First Floor �Q of 0 p_ N r - - .._�,•.-,�•,-,--T ,-�T•-� -�,-=-TSI- r �r � — _ —I —=I I _— I I—I I — _ _� � _— I ———I I —I I -- —I --I —) I I== I=1 I I I I PROJECT: . = _ __ I = 1=1 I I 11= I =1 I =1 —11— = I I — I I = I =1 I I-1 = I I MacGregor Residence 1 - - I - _� - - I - I - I - I- F�.7 A.2 A 1 NEW FOUNDATION WALL EXISTING FOUNDATION WALL n West Elevation PARGED TO MATCH EXISTING CMU PARGED Doi • -' 1/4" = 1'-0" Elevations Exterior Finish Schedule Construction Exterior Finish —� Color Notes New Foundation wall Parged light gray to match existing Overhang Soffit 1/4"vinyl sheet w/1x2 vinyl Batten white Wall Wood siding painted to match existing Match existing Project number 1554 Trim Match existing) white Date 7/10/15 Eaves Soffit 1/4"vinyl sheet w/ 1x2 vinyl Batten Match existing Drawn by HA � Fascia Match existing) to match existing New Roof Asphalt Shinglles Match existing o- Checked by PS N New Valley Roof EPDM sheet rmembrene Gray 0 A. 03 ''CD Q CD Scale 1/411 = 1'-0" studio a/b architects cv 13.2651 West Main Street, Riverhead, NY 11901 LU 631 591 2402 631 3231426 info@studioabarchitects.com A.7 I Owner: 12"PER 12" 12" PER 12" NEW William ASPHALT SHINGLE iam MacGregor ROOF 1120 Broadwaters Cutchogue, NY 11935 e-mail: William.MacGre or axa.us.com NEW 9 @ EPDM ROOF I i I A.2 EXISTING ROOF �N i I i A.1 — — — — .- A.1 A.05 `\ 6,3 PROVIDE RIGID VENT 2X8 RIDGE BOARD 1------------ -,\' NEW ROOF CONST: ASPHALT SHINGLES ON ASPHALT ROOFING 2 ON 5/8"PLYWD SHEATHING Roof Plan ON 2X6 RAFTERS @16"O.C. Roof - 1 n No. Description Date 12" NEW EPDM ROOF L 2X4 RAFTER TIES ON EVERY RAFTER 'i 2" ` 2X4 KNEE BRACE ON EVERY RAFTERS 12"R38 BATT NEW 2X6 CEILING JOISTS INSULATION @16"o.c. OR LOOSEEQUIVALENT FASCIA AND SOFFIT -- -- TO MATCH EXISTING PROVIDE SOFFIT VENT INSTALL ` aster Bedroc `� 3 1/2"R13 BATT INSULATION Cz --r7= C7 CY_ • _1 NEW FLOOR CONST: HW FLOORING ` ON 3/4"PLYWD SHEATHING ' New First Floor r ON 2X10 JOISTS @16"O.C. 0' -0 3/4" ` _ Existing First Floor ELEV. 120.0' N �. (2)1,1 3/4"X 9 1/4"LVL- INSTALL 5 1/2"R19 BATT INSULATION, - \ (2)-1 3%4"X 9 1/4" LVL \: �/, . 'CUT EXISTING WALL ' PROJECT: / NEW 8"CM : WE•W CRAWL " FOR ACCESS — — ■ SPACE MacGregor Residence PARGED FOUNDATION, TYP. • ' / .\ j I I— I ( I I I I— TYP. .,- '.- - = •- : :. -• . ', = � •., = ..-. ;�, �.\ �� '. � ' ..- .' ... . : .; ' . ,- ;•- ',_ ; . � .'• . ':• •. : � ;; •'' ` ••. - • : ,, •, • ' .� -•,.'-, . .2"RAT SLAB/, - - '. ; ••-.\. • ,I-, .i -• -'' ••- •- � ; ON DAMPPROOFING MEMB\ I III—IIII - . .- �, _,' _ �' �� . . . . � ' � .� . . . . , •. . -. - . . - � —CRAWL SPACE 16' - 0 3/4" I= i -1 l - I = Roof flan, Building Basement Section �_ — __ =_ Project number 1554 — _ _ _ — 11=1 — = I=I = _—_ ( = I= I =1 I 1 I==I I =_= I I I II 11 Date 7/10/15 -I I I-I I I�II I I II I I I II I II I I I I I II I I-I I II I II I I I I I I I I I-I I I I I I I I-I I I I I II I I I I I II I II I II I II I I I II I I I I II I II I II I I I I I I I I I I I I I I I I II I II I I I I I I I I-I I I I I I I I I I-I I I-I I I-I I I I I I I I I I Drawn by HA a- West-East Section ThrU New Master EXISTING LANDING Checked by PS N 0 Bedroom A. 04 o 0 Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 2 631 591 2402 631 3231426 A.05 info@studioabarchitects.com NEW VALLEY ROOF EPDM MEMB. ON 3/4"PLYWD SHEATHING ON 2X10 RAFTERS @16"O.C. Owner: William MacGregor 1120 Broadwaters Cutchogue, NY 11935 e-mail:William.MacGregor@axa.us.com I I I I i NEW GIRDER - ��I (2)-1 3/4"X 9 1/4" LV I — I I + ! , Ma r Bedroom I New First Floor INSTALL NEW HW FLOORING 0' - 0 3/4" ON EXISTING FLOOR JE Voo� xistinFirst 0 __. EXISTING - T --_ � BASEMENT _ - j- . s CRAWL SPACE � Basement -7' - 2 1/2�� Li I I I I I IB.V1I I I 11 I--1I 1II -�..(.L IIR. .7 11 11 II 1 I II 1 B. - 11 I_ No. Description Date East-West Section Thru Living & Master 1 Bedroom 1 1 A.05 A.04 SAME AS EXISTING NEW ROOF 2'-0" OVERHANG 7 I EXISTING ROOF NEW CEILING FASCIA& SOFFIT TO MATCH EXISTING INSTALL(2)-1 3/4"X 5 1/2" LVL GIRDER I' 1' CUT RAFTER EXTENSION 2X10 2 - RIM JOIST I Guest) , oom=7 l Master Bedroom O , it Walk-in Closet I EXISTING RAIL New First Floor _ NEW FLOOR EXISTING DECK 0 0 3/4 EXISTING PARTITION _Exiistin First Floor _.__.__.___ PROJECT: I _ SHINTO ii I II, ;I !UI MacGregor Residence - = I_ SUPPORT NEW _ I I JOISTS -CRAWL SPACE -6' - 0 3/4" III I I :NEW SOFFIT I—III I II — _ I I —__ 1— 1/4"VINYL SHEET WITHi 1X2 BATTEN=_ _ _ IIE3 NEW RAILING TO MATCH EXISTING__= Building Sections I1 II II 1 1 1 WI; -I II 1I L-I 1I I I I II 1I I1 I I I I I I III 1 1 II I I I 11 I I 1 1 I I I I II I II 1tit-III I 1III-- A.6 I I_ n .7 NEW DECK RIM JOIST,WHERE DECK IS CUT EXISTING 6X6 GIRDER !'1 NEW 2"RAT SLAB r1 NEW TREATED 6X6 TIMBER WALL, AS REQUIRED ADD (1)-1 3/4"X 9 1/4" LVL ON DAMPPROOFING MEMB. NEW 8"CMU FOUNDATION WALL Project number 1554 2 South-North Section Thru Mater Bedroom Date 7/10/15 Drawn by HA o_ Checked by PS N o A. 05 0 N O r Scale 1/4" Insulation Schedule studio a/b architects Door Schedule Mark Room Door Type Dim Product Finish Frame and Trim Lock Set Handle Note Construction Material Thickness, R value Note 651 West Main Street, Riverhead, NY 11901 Gliding Patio Door 5'-11 1/4"x 6' 10 Anderson A series white on exterior, natural pine on Trim to match existing Standard HW Anvers, satin nickel New Ceiling Batt or loose fill insulation, continuous R 38 631 591 2402 1 Master9 New Exterior Walls Batt Insulation between studs 3", R 13 631 3231426 Bedroom, east 3/8" FWGD60611L, Hurricane interior, polyurethane rated (Storm Watch) New Floor Bat insulation between joists 6", R •i9 info@studioabarchitects.com 2 Living , north Full lite in-swing door 30"x 80" Therma-Tru Fiberglass painted entry to be determined New Bathroom partition Mineral blow-in sound insulation full lite door, S2000, Shim space around window and door Fill with flexible spray foam insulation Hurricane rated insulated Along Rim joists edges Fill with flexible spray foam insulation door Wood panel door painted 3 Master Interior swing Panel door 36"x 80" private to be determined style to match existing caner: Master om, east William MacGregor dummy to be determined style to match existing 4 Master Double leaf closet door 60"x 80" Wood panel door painted Bedroom, south 1120 Broadwaters private to be determined style to match existing 5 Master Interior swing Panel door 30"x 80" Wood panel door painted Cutchogue, NY 11935 Bathroom, north Bathroom Accessory Schedule 6 Walk-in Closet, Interior swing Panel door 36"x 80" Fixture Product Wood panel door painted private to be determined style to match existing e-mail:William.MacGregor@axa.us.com Quantity Finish Note east Towel Bar _ Ginger Motiv Sine 18"Towel Bar 0202-PC 1 Polished Chrome Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 0206-PC 1 Polished Chrome Shower Basket Ginger Hotelier Long Dep Basket 552G-PC 1 Polished Chrome Window Schedule Item No. 552G HOTELIER LONG DEEP BASKET _[7 Type Mark quantity window Product Unit Dimension R.O. Finish Sill Ht Head Ht Glazing omments Item No. 552G Shelf w/Towel Bar Ginger Motiv Sine#0243120 1 Polished Chrome 1 1 Andesen A-series Awning, (2)-AAN5028, 4'- 11 1/4"(w)x 5'-0" (w)x 5'-4"(h) Exterior white, Interior natural pine, polyurethane 1'-7 1/4" 6- 10 1/2" Hurricane rated, Low-E Wall recessed mount Medicine cabinet PLM3630W, overall 35 1/4"X 29 1/4" 1 top and bottom muled with non reinforced 5'-3 1/4"(h) w/mirror clip joint, Stormwatch 2 2 Andesen A-series Picture Unit, APW5054, 4'- 11 1/4" (w)x 5'-0"(w)x 5'-4"(h) Exterior white, Interior natural pine, polyurethane 1'-7 114" 6- 10 1/2" Hurricane rated, Low-E Stormwatch 5'-3 1/4"(h) 3 1 Andesen A-series Custom Picture Unit, 3'-0"(w)x 6'- 3'-0 3/4"(w)x 6'-5"(h) Exterior white, Interior natural pine, polyurethane 0'-6 1/4" 6'- 10 1/2" Hurricane rated, Low-E APW5054, Stormwatch 4 1/4"(h) 4 1 Andesen A-series Double Hang, 2'-9 1/4"(w)x 2'- 10" (w)x 5'-0"(h) Exterior white, Interior natural pine, polyurethane 1' 11 1/4" 6'- 10 1/2" Hurricane rated, Low-E Residential Equipment Schedule ADH21050, Stormwatch 4'- 11 1/4' (h) Equipment Type Notes Clothes Washer Owner supplied DOOR NOTES: WINDOW NOTES: 1. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF LABOR, Clothes Dryer Owner supplied 2. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC),AND R308 (NYS RESIDENTIAL CODE). INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY CODES, (OSHA CODES Bathroom Exhaust fan Broan XB110 or equal 3. TYPICAL EXTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: AND NYS BUILDING CODES. EXTERIOR CLAD COLOR: WHITE, PAINTED AS NEEDED 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. INTERIOR FINISH: PINE NATURAL, COATED WITH UV RESISTIVE POLYURETHANE FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS RESIDENTIAL ALL GLAZING SHALL BE HURRICANE IMPACT RESISTANT LOW-E CODE R301.2.1.2. 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406, OR NYS RESIDENTIAL CODE NO GRILLES R308. ALL HW FINISH SHALL BE SATIN NICKEL - HINGES: SATIN NICKEL 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. HANDLES: SATIN NICKEL, SEE DOOR SCHEDULE FOR STYLE 5. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED,AS FOLLOWS: 6. TYPICAL INTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: EXTERIOR CLAD: WHITE STYLE TO MATCH EXISTING INTERIOR FINISH: PINE NATURAL, UV RESISTIVE POLYURETHANE FINISH: PAINTED TO MATCH EXISTING ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN ALL HW FINISH SHALL BE SATIN NICKEL GLAZING: SEE WINDOW SCHEDULE HINGES: SATIN NICKEL NO GRILLES 7. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE DOOR FRAME AND STRUCTURE ALL HW FINISH SHALL BE SATIN NICKEL 8. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE SATIN NICKEL FINISH No. Description Date ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 DOUBLE HUNG LOCK: SATIN NICKEL DUPONlwww2.dupont.com 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 3M www.Shop3M.com 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS 9. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY THESE OPTIONS WITH ARCHITECTS AND OWNER ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 DUPONT www2.dupont.com 3M www.Shop3M.com 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER Paint Types - Product �ai �Application Hue 1st Coat Fnish Coat Color Al Interior Gypsum Wallboard Latex Matte 1 or 2 coats of Benjamin Moore Aura@ Matte Finish (522). Gennex@ Waterborne Colorant 1 or 2 coats of Benjamin Moore Aura@ Bath and Spa Matte Finish (532). Gennex®Waterborne Colorant A2 Interior Gypsum Wallboard (for Bathroom or Spa, sauna) Latex Matte B Interior Wood Latex Satin For non-bleeding woods, use Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer 1 or 2 coats of Benjamin Moore Aura@ Satin Finish (526). Gennex@ Waterborne Colorant (N023)or Fresh Start@ High-Hiding All Purpose Primer(046). For bleeding woods such as cedar and redwood, use Fresh Start@ Multi-Purpose Oil Based Primer(N024) E1 Interior Wood Clear Finish for Windows aind Doors UV Protective Water Base 3 or 4 coats, Minwax Water based Spar urethane Helsman Clear Polyurethane, Satin E2 Interior Wood Clear Finish (including residential Floor) Water Based Low Lustre 2 or 3 coats Stays Clear@ Acrylic Polyurethane (423, N423, or W423) Clear Coating J Exterior Wood Latex Satin 2 coats of Benjamin Moore Aura Exterior Satin Waterborne Paint(K631) Tile Types Tile# Tile Type Tile Product A Floor Tile to be determined B Wall Tile to be determined /cC�tD ARCS, c An// A �k PROJECT: MacGregor Residence Schedules Project number 1554 Date 7/10/15 Drawn by HA o_ Checked by PS04 N 0 A. 06 0 N O r Scale 12" = 1'-0" TERMITE SHIELD (2)-2X4 CORNER STUD studio a/b architects 5/8"DIA.ANCHOR BOLT @ 48"O.C. MAX. 651 West Main Street, 7"MIN. INTO CONC. NOT MORE THAN 12" FROM CORNERS,TYP. SIMPSON LSTA15, SIMPSON LSTA15, Riverhead, NY 11901 CS20, OR H6 CS20, OR H6 631 591 2402 @ EVERY STUD ` 631 323 1426 2-#4 REBAR @ 8"O.C. IN GROUTED CELLS,TYP. @ EVERY STUD info@studioabarchitects.com #5 REBAR @32"O.C. IN GROUTED CELLS SIMPSON MGT WHEN H>5',TYP. WATER PROOFING,TYP. � :'•, SIMPSON HTS16 TWIST STRAPS Owner: 3/8"VEGETABLE BOARD WITH SEALANT COMPLIES WITH TABLE 3.36 WFCM-1995 William MacGregor O 2" RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING , ' END JOIST (16) 10D NAILS REQ'D t � (2)-1 3/4"X 9 1/4" LVL (6) 12"SIMPSON CS20 TIES 1120 Broadwaters COMPLIES WITH TABLE 3.3B, Cutchogue, NY 11935 = OVERHANG WFCM-1995 70'- RIM JOIST +.• "-;:.:- e-mail:William.MacGregor@axa.us.com (2)-2X10 -'=. ;�-- 5/8"ANCHOR BOLT 0'-8" 0'-4" 2-#4 REBAR @12"O.C. CONT.TYP. SIMPSON LTP4 - SIMPSON STRONG TIE 1'-4" @EVERY STUD SIMPSON MSTC48B3 MASONRY FOUNDATION WALL HEADER TO JACK POST @ CORNER CONNECTION DETAIL DRAIN TILE,TYP. (NTS.) (NTS.) (NTS.) ��_T�_i_cal Crawl Space Foundation T ical Wall to Floor connections n Holdown connection at overhang n Typical Wail Opening Connections u NOT TO SCALE 4 NOT TO SCALE J NOT TO SCALE U NOT TO SCALE 2 f I - II I � EXISTING 6X6 TIMBER WALL ALONG DECK PERIMETER , I (2)-2x4 COLUMN ABOVE 0 B. 1 B.2 No. Description Date O B•1 NEW 6X6 B.2 _ (2)-2x4 COLUMN 1 Columns 6/23/15 ABOVE co j TIMBER WALL ____ —__-____-__—_� ��_--______ _________--_. _-___ .__— I w 1 3/4' X 3 1/2"LVL COLUMN (7 AS REQUIRED ---- --- > ABOVE Q j WHERE DECK o (2)-2X10 RIM JOIST TO BE CUT I N I HOLDOWN TIE UJ ' A.7 - - HOLDOWN ANCHOR/TIE A.6 • - ' - HOLDOWN TIE v SIMPSON MGT '5/8"ANCHOR BOLT , SIMPSON MGT W/5/8"ANCHOR BOLT k @48"O.C.,TYP.. -W/5/8"ANCHOR BOLT, J ( HOLDOWN ANCHOR/TIE J >1 A.04 i . , 4 4 M ;. ... I ,.-•�'"NEW CRAWL SPACE - -. --- - _-- --�- - -_- -_ - -- - - — — — — — — — '- , - NEW 8"CMU FOUNDATION,• - - -- ------ I I ti�� I I - - NEW o s ) s � • - - • :. • ..- . •• ',- -• ' . ' •= •.; • - - - -. . . .. .� (1)4 x COLUMN a° FE OR L L • AB i I SHIM ABOVE ! I I EXISTING . I : I FOUNDATION TO +. SUPPORT NEW JOISTS i EXISTING BASEMENT I BLOCKING { BELOW PARTITION,TYP. ! SDA q , � 1,C1 i (2)-2X4 COLUMN { ABOVE W/BLOCKING @4', TYP. EXISTING 6x6 GIRDER �: r ADD (1)-1 3/4"X 9 1/4"LVL r.• ,�:� + PROJECT: MacGregor Residence EXISTING CRAWL SPACE, EXISTING FLOOR CONST. Foundation and Floor Decking Layout , L11 Ll Project number 1554 Date 7/10/15 B.1a. B.3 B. 1 B•3 Drawn by HA Checked by PS N LO r O S . 01 Foundation La out 2First Floor FramlinN 1'-0" Scale As indicated studio a/b architects DESIGN CRITERIA GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& 651 West Main Street, PAPER ASSOCIATIONS WOOD FRAME CONSTRUCTION MANUAL FOR 1 TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA Riverhead, NY 11901 &2 FAMILY DWELLINGS) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 631 591 2402 SNOW SPEED DESIGN UNDERLAY- HAZARD (h) 631 3231426 SIMPSON H4 THE FOLLOWING NOTES AIRE TYPICAL, REFER TO ATTACHED DRAWINGS FOR LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT info@studioabarchitects.com @EVERY STUD APPLICATION (g) ING LINE DESIGN REQUIRED 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL DEPTH(b) TEMP. (f) SIMPSON H10 CHECK ALL DIMENSIONS AND CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR 20 lbs 120 C SEVERE 3'4" MODERATE SLIGHT TO 11 YES N/A @EVERY STUD OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION TO HEAVY MODERATE Owner: OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. William MacGregor 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY DESIGN LOADS 1120 Broadwaters BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, Cutchogue, NY 11935 BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL LOCATION LIVE DEAD DEFLECTION LIMIT APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SLEEPING 40LBS 10LBS U360 e-mail:William.MacGregor@axa.us.com 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE ATTIC (NON STORAGE) 10LBS 5LBS L/240 APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE ATTIC (STORAGE) 20LBS 10LBS U240 VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS U240 MATERIALS USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS SIMPSON H1 UNLESS OTHERWISE STATED. ROOF NO FIN. CEILING 20LBS(SNOW) 7LBS 1/180 @EVERY STUD, SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. SIMPSON LTS 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. @EVERY STUD CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. SIMPSON SP2 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY @EVERY STUD CONSERVATION CODE, FIRE CODE, PROPERTY MAINTENANCE CODE,PLUMBING CODE, SIMPSON H2 MECHANICAL CODE, FUEL GAS CODE,IVILLAGE OF OLD FIELD CODE],AND ALL OTHER NAILING SCHEDULE @EVERY STUD CODES AND REGULATIONS HAVING JURISDICTION. SIMPSON SP4 AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS SIMPSON H7 @EVERY STUD 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING SIEVERY STUD YORK STATE BUILDING CODE. WHEN BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE ROOF FRAMING PLAN PURCHASER OR BUIILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE RAFTER TO TOP PLATE(TOE-NAILED) 3-10d PER RAFTER ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS, OR ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST (NTS.) (NTS.) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP EXCAVATION. CONTACT ALL UTILITY COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE 2 Typical Wall to Roof Connections BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 8.THROUGH 11. (NOT USED) RIM BOARD TO RAFTER END-NAILED 2-16d EACH END 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A WALL FRAMING MINIMUM BEARING CAPACITY OF 2 TONS/SQ. FT. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d" PER FOOT TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS-EACH SIDE 13. CONCRETE TO BE PLAIIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. 2 PREDICATED ON THE ABOVE SOIL CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, ) HEADER TO HEADER (FACE-NAILED 16d 16"O.C.ALONG EDGES (2)-2x4 COLUMN LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE A.05 BELOW REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD W DESIGN,WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. (FACE-NAILED) 0 (2)-2x8 w 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER BOTTOM PLATE TO FLOOR JnIST,BANDJOIST,ENDJOIST, OR BLOCKING (FACE- 2-16d"^ PER FOOT B.1 CONTINUOUS B•2 AISC. NAILED) co HEADER D FLOOR FRAMING No. Description Date (2)-2x4 COLUMN HIP BEAM O p BELOW 2X8 ABOVE WINDOWS = 15.ALL WOOD FRAMING, (INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST 1 Columns 6/23/15 z FIR LARCH NO.2 OR BETTER(UNLESS NOTED OTHERWISE) 1 3/4"X 3 1/2" LVLf= BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END BELOW 0 o Lumber Design Criteria BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END Visually graded lumber BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK _J 3: > Of > Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) A.7 - -- Z 0 All values and factors are froim the National Design Specifications for LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST ¢ Wood Construction NDS-20)01. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST LO 0 U_ M BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST � O � X O E X Extreme Fiber Stress in Bending (Fb) o BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' PER FOOT W Single Members Repetitiwe use Factor Bending Stress 0 EXISTING SHED ROOF Member Fb(psi) Cf Fb(psi)1 CrFb (psi) 2x6 850 x 1.30= 1105 x 11.1:;= 1271 ROOF SHEATHING N Q z 2x8 850 x 1.20 = 1020 x 1..15 = 1173 1 3/4"X 3 1/2" LVL 2x10 850 x 1.10 = 935 x 1 .15= 1075 STRUCTURAL PANELS 10d 6"EDGE/6"FIELD COLUMN BELOW 2x12 850 x 1.00= 850 x 1.15 =978 2-8d PER SUPPORT 3-8d PER SUPPORT Horizontal Shear Stress = Fv x CH = 190 psi A.04 Modulus of Elasticity = 1.60E*06 psi WALL SHEATHING 16.ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD STRUCTURAL PANELS 10d 3"EDGE 112"FIELD I 2 A a ( ASSOCIATION (APA)ENGINEERED WOOD SYSTEM (EWS) STANDARD PRL-501 WITH A G�T <Q m STRESS CLASS OF 1.8E-2600F. GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD /� ,A A N � 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS CEILING SHEATHING AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD O 00 TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY AN APPROVED a' N TESTING AGENCY. O n i 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO FLOOR SHEATHING PRODUCT STANDARD PSI WITH A MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE 1 APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12" FIELD A.05 - I 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS GREATER THAN 1" 10d 6"EDGE/6"FIELD NEW COLUMN BELOW CONFORMING TO PRODUCT STANDARD PSI WITH A SPAN RATING CONSISTENT WITH ITS (1)-4 x 4 DF(Douglas Fir) OR LSL INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). " NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS NAILED NEW(2)-1 3/4"X 5 1/2"LVL 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS GIRDER j 20. THROUGH 30. (NOT USED) FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO TO MAINTAIN THE LOAD PATH EXISTING CONDITIONS. A•2 - I WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. ARO, 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM j BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF S-0"COVER. r ave �:�A UPLIFT CALCULATION, DUALSLOPE ROOF 34. PIER FOOTINGS SHALL. EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12" Tu =Wuplift x(16/12) x L/2 =36 psf x(16/12) (18.25 ft)/2 =4,4 NEW THICK. INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. (2)-2X4 COLUMN BELOW i r. , W/BLOCKING AT 4', TYP. C 16"O• 35. ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE LATERAL LOAD CALCULATION, FOUNDATION HOEDOWN RAFSERS @ OR MASONRY, SHALL BE ACQ TREATED LUMBER. FASTENERS TO USE WITH THE TREATED HOEDOWN FORCE =VxH =3534 � '""'�� y NEN12X10 l ! LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. 36.ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. ! 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE j STATED. { ' l 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND I UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. j 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. PROJECT: I ' 40.ALL STRUCTURAL WOcOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. MacGregor Residence fI ! 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONINECTIONS. 42. FIRE BLOCKING TO CODE R602.8. i EXISTING ROOF CONST. III Roof Decking Layout Al i ! i Project number 1554 EXISTING PORCH Date 7/10/15 AWNING Drawn by I-]q g a. Checked by PS N 0 1 Roof Framin S - 02 LO N O Scale As indicated studio a/b architects - LEGEND 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com O CEILING RECESSED MOUNT LIGHTING FIXTURE SOFFIT 1-0 WALL MOUNT LIGHTING FIXTURE UNDER SINGLE POLE SWITCH _._ .. ...._.__ ...... OVERHANG Dt'; EXT E DN $DIM SINGLE POLE SWITCH W/DIMMER Owner: 4� DUPLEX RECEPTACLE _0DUPLEX RECEPTACLE PROTECTED BY William MacGregor GROUND CIRCUIT FAULT INTERRUPTER VOICE,DATA _ 1120 Broadwaters - - -_--_ _-" r.` A A �exr EXTERIOR DUPLEX RECEPTACLE Cutchogue, NY 11935 a ® SPECIAL PURPOSE OUTLET } e-mail:William.MacGregor@axa.us.com _ w l A D - _ D CEILING MOUNT SMOKE ALARM SYSTEM DEVICE DIM �fl WALL MOUNT CO ALARM SYSTEM DEVICE � ,; _ ._.._.. ... __.. ....... ... _ ........... t �..._.._... _ _ -- __ 7 TELEVISION OUTLET A ❑s q +a TELEPHONE OUTLET VOICE,DATA DOOR FAN OUTLET ±E F 3 SWITCH" A B EXISTING I PROVIDE CLOTH DRYER VENT �\ it -=° II " "'" 1 1/2"VENT EXTENSION THRU ROOF lr - - REMAIN TO \Y ELECTRICAL _ B--- - -- SYSTEM r B- .. 04' Cl) CLOTH WASHER CI),, ( ROOF AND DRYER I 1 1/2"VENT �` .: - -+# i ¢ I B EXISTING EXISTING 1 - j BATHROOM KITCHEN g F G` GROUP B- t CLOTH j LAVATORY I 1 1/2" _ ' WASHER VENT r i WC TU 2"WASTE IF MIN. 1/4"PER 12"SLOPE OTHERWISE 3" CONNECT O EXISTING f I I I I L _ _ J _ 1 ST FL ., I II L 4 I ;I 3"WASTE, PVC < a EXISTING WASTE K 3 .-.ems. ........' ,.-,.»o .�.. .� ...,..-....e..w»... �s7 .. . CRAWL SPACE 1 First Floor Plumbingm Layout 2 Waste Riser sample 3 First Floor Electrical Layout 1/8" = 1'-0" NTS 1/8" = 1'-0" No. Description Date PLUMBING NOTES: ELECTRICAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE FOR;DIMENSIONS, LOCATIONS AND CLEARANCES. HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PROCEEDING WITH INSTALLATION. PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. COk,PANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, MUNICIPAL RELUIREMENTS. AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL,ALL OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH 6. THE. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. COMPLETION OF THE WORK. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO COFRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR REI2UIRING FIELD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL THE PROPOSED CONFIGURATION. COMTRACTOR.9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT; VERIFY WITH DRAWINGS AND SPECIFICATIONS,AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION SUBMISSION OF A BID PROPOSAL. OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL 10. CONTRACTOR SHALL EVALUATE THE NOT ADEQUATE. EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. OWNER OF IF EXISTING CAPACITY IS NOT ADEWASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS 11. CONTRACTOR SHALL RELOCATE AND/OIR REMOVE OF EXISTING FIXTURES,ALLOCATE AND NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER,WASTE LINES,VENTS, DUCTS,AND LIKE. CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A REC!UIRED, COMPLYING WITH ALL APPLICABLE CODES. LOCATION AS DIRECTED BY THE OWNER. 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH UNLESS OTHERWISE NOTED. TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 16, INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. G Gla Aft 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 17. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET CtiV 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY LOCATIONS WITH ARCHITECT AND OWNER. AA``S' J� TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 18. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE 19. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 20. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 21. GAI`�GED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 22. THE:CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE COMVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 23. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. 24. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. Plumbing Fixture Schedule Lighting Fixture Schedule Room Fixture Type Product Finish2 Note Lighting Fixture a# Lighting Fixture Type Product TFinish Bulb Note Master Bathroom Lavatory Sink to be determined Master Bathroom Lavatory Sink Faucet to be determined A Ceiling recessed fixture to be determined PROJECT: Master Bathroom Toilet to be determined B Ceiling recessed shower light to be determined Master Bathroom Tub to be determined C Wall mount sconce,wet location to be determined MacGregor Residence Master Bathroom Tub Valve and filler to be determined D Exterior Wall mount fixture to be determined E Exterior Wall mount fixture to be determined G Exterior Wall mount motion sensor to be determined Lighting Plumbing , Electrical Layouts Project number 1554 Date 7/10/15 Drawn by HA g a Checked by PS ri 0 PE . 01 "C� N O Scale As indicated