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Home My WebLink About39808-Z FFtJt�� Town of Southold 10/17/2016 P.O.Box 1179 co 53095 Main Rd 4 ! b`c Southold,New York 11971 •'�dl CERTIFICATE OF OCCUPANCY No: 38597 Date: 10/17/2016 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 600 Harbor Lights Dr, Southold SCTM#: 473889 Sec/Block/Lot: 71.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/7/2015 pursuant to which Building Permit No. 39808 dated 5/28/2015 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 INCLUDING A FRONT COVERED PORCH, TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6866, DATED 07-16-2015, AS APPLIED FOR The certificate is issued to Morgan,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39808 09-28-2016 PLUMBERS CERTIFICATION DATED t orized Signature ' TOWN OF SOUTHOLD o�SUFEoc�.�o� BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39808 Date: 5/28/2015 Permission is hereby granted to: Morgan, James 600 Harbor Lights Dr Southold, NY 11971 To: Interior alteration and front porch addition only, to a single family dwelling as applied for. At premises located at: 600 Harbor Lights Dr, Southold SCTM # 473889 Sec/Block/Lot# 71.-2-13 Pursuant to application dated 5/7/2015 and approved by the Building Inspector. To expire on 11/26/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $914.80 CO - �1V TO DWELLING $50.00 To 1: $964.80 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- $10000 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. 3� I New Construction. Old or Pre-existing Building. (check one) Location of Property (oyb "wbb-( (,1'f bis T)6\�e House No Street Hamlet Owner or Owners of Property- Songs Of rqt-) Suffolk County Tax Map No 1000, Section �{ O Block Z Lot t3 Subdivision Filed Map Lot. Permit No. Date of Permit Applicant. Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted- $ Applicant Signature pF SO!/j�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® • �® roger.richertRtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James Morgan Address: 600 Harbor Lights Drive City: Southold St: New York Zip: 11971 Budding Permit#: 39808 Section: 71 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Aldans Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 18 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Paddle Fans, 1- Exhaust Fan Notes: Inspector Signature: Date: September 28, 2016 0-81-Cert Electrical Compliance Form.xls �,oE soars murm,��' TOWN OF"SOUTHOLD-BUILDING DEPT. 765-4802 'INSPECTION [ /FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ],INSULATION - [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR o�yCOU ,� TOWN,OF S OLD B ING' DEPT. 765-1802 INSPEC ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR DATE' AM-41 <'*�-- INSPECTOR ° r SOUI'yo cou TOWN_OV SOUTHOLD BUILDING DEPT. 765-1802 I -SPECT ON - N [ ] FOUNDATION- 1 ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: DATES INSPECTOR aso ol qo cou TOWN OF-SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION-- ] FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR S0 OF SO(/lyo coutm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ ""FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �® OF DATE I INSPECTOR SOUIyo`o cou I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE j� INSPECTOR OF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL fZt—P i N04e ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) s REMARKS: )N A�4m fiv& V 9�2Q it DATE INSPECTOR so TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S `011~kS o v L_11� DATE Int INSPECTOR Lc- ROBERT L. CAMPAGNA, ARCHITECT P . C . 462 SAGAMORE AVENUE • EAST WILLISTON,N.Y. 11596 • (516)741-4646 • FAX(516)741-4688 ROBERTCAMPAGNA.ARCH@GMAIL.COM • WWW.ROBERTCAMPAGNAARCHITECT.COM ® IRCEIVE August 29, 2016 AUG 3 2016 DD BUXDrjG DEPT. TO"OF SOUTHOLD Town of Southold Building Department `,s 50.4 ,l1= R New York Re: Morgan Addition and Renovations 600 Harbor Lights Drive Southold, NY 11971 To Whom it May Concern: I hereby certify that the construction completed at the above mentioned residence relative to framing, strapping, caulking, PVC, insulations, footings and any amendments made to the approved plans is constructed in accordance with, and meets all minimum standards of, the New York State Construction Code. If you have any questions, feel free to call my office at your convenience. Very truly yours, Robert L. Campagna, A.I.A. ri 1 1 0 • • �SS:� 0 1 1: 11 EVAN ril • • 1 • r 1 1: 1 ' - • `� 1IMUL ATION sr r � i ►gym f�� - -� �� 4 6 i 0 N_"Fifl ( i, � • .mow�_..�..�,�.a_� _. � � `.t. ,% 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.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. J Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form ct: Approved 20 ail to: Disapproved a/c rv' Expiration -----�0 F E Ell uilding Inspector MAY ®7 2015 1 �, CATION FOR BUILDING PERMIT Date Axxi� 3b , 20 IS 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. ( ignature of applicant or name,if a corporation) Robert L.Campilila'g��n�a AIA tuz our,East W n; ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ay(,JA i'�M Name of owner of premises Jayq� M Oct an (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: (000, HOAXI Li aV1kS -VYide b I d House Number Street Hamlet County Tax Map No. 1000 Section — Block 2, Lot Subdivision Filed Map No. Lot "_ 1 ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy fr0.MI 1�A f2Sickwk a b. Intended use and occupancy (\o ck\aA! t. 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost+2�� o • �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N �a 7. Dimensions of existing structures, if any: Front -73'S Rear �13'3 Depth y`1 Height__JS to_ __Number of Stories___L... _____________ Dimensions of same structure with alterations or additions: Front-N LL____________Rear Depth__L, ,(1_________---Height- 1( ______ __Number of Stories__ --------------- 8. Dimensions of entire new construction: Front ______Rear=Z�,—___—___Depths ---- Height 1 � __Number of Stories-- I 9. Size of lot: FrontRear I Obi -------Depth ------------- 10. Date of Purchasef � 2Ubo ____Name of Former Owner � �brO -tAA �AU\V� _---- 11. Zone or use district in which premises are situated V-H 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14. Names of Owner of premises A( oi) _AddressW HA49o1 1,4ts_Dc__Phone NoJOS WS��- 5961 Name of Architect R&OU ULM aqA Addressy62 Sa,,kgmcA,•_X•6'0'Mone No (04 ko Name of Contractor_ on 01ilt i _____________Address ----------Phone No.-------------- 0&as A Hance-S, 1AC. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF N aSSoio ) n �'5�\ l/��'�0A, Al A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '3b day of bf1 _201S ELISE CAMPAGNA Notary Public,CState ofNew W YO* N to ublic ouaiified in Nassau County Signature of Applicant Commission Expires 01117/291U g pp FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 15, 2015 TO: James Morgan 600 Harbor Lights Drive Southold, NY 11971 Please take notice that your application dated May 7, 2015 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 600 Harbor Lights Drive, Southold, NY County Tax Map No. 1000 - Section 71 Block 2 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed addition, on this non-conforming 20,037 square-foot parcel in the R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 square feet and 39,999 square feet in total size, a minimum side yard setback of 15 feet is required. The proposed addition results in a single side yard setback of 11 feet. F 0 l� Autho i n Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. J BOARD MEMBERSSouthold Town Hall �o�OF SO!/��,� Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer A Q Town Annex/First Floor,Capital One Bank George Homing 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ Jut, Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631) 765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 16,2015 ZBA FILE# 6866 NAME OF APPLICANT: James Morgan PROPERTY LOCATION: 600 Harbor Lights Drive, Southold,NY SCTM#1000-71-2-13 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 II 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 June 4, 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. .1� LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 20,000 square foot parcel located in an R- 40 zone. The parcel runs 100 feet Along Harbor Lights drive. The parcel runs 200 feet on the East side, 100 feet on the South side, and 200 feet on the West side. The parcel is developed with an existing single-family house and an existing shed. All is shown on a survey by Roderick Van Tuyl L.L.S. dated April 6, 1987. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's May 15, 2015 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; less than the code required minimum side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations that will result in a side yard setback of 11 feet where 15 feet is required. ADDITIONAL INFORMATION: A neighbor submitted a letter of support for this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public bearing on this application on July 2,2015 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: .ge 2 of 3—July 16,2015 ZtA#6866—Morgan SCTM#1000-71-2-13 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family-homes. The applicant's home has been in its current location since the 1960's. The proposed additions and alterations will result in maintaining the existing side yard setback and they are in the rear of the house and will not be visible from the street. 2. Town Law X267-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 home has an existing side yard setback of 11 feet. The proposed additions and alterations will maintain the existing side yard setback. Any additions and alterations to the East side of the house will require the applicant to request variance relief. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 27%relief from the code. However,the existing side yard setback is being maintained and the additions and alterations are not visible from the street and will not change the character of the neighborhood. 4. Town Law X267-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 X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new master bedroom 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 Dantes, seconded by Member Goehringer, and duly carried,to GRANT, the variance as applied for, and shown on the Architectural plans by Robert L. Campagna, Architect, labeled A-1-6 and dated January 23, 2015 last revised 4/27/15. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible dental by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals 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. dge 3 of 3—July 16,2015 Z't`3A46866—Morgan SCTM#1000-71-2-13 Vote of the Board: Ayes: Members Weisman(Chairperson), Schneider,Horning,Dante, Goehringer. This Resolution was duly adopted(5-0). C Leslie Kanes Weisman, Chairperson Approved for filing 7/9)0 /2015 r Scott A. Russell ,��°su '�� ATO R IMMA\TJE K. SUPERVISOR 5 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[P B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑�] 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. �C 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 Piofessional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. yy JJ� `-,,-�' � —1 District NAME lt{j�lY( l��VI (�G� 1 I Z —U�_ ii Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information i Lo - frd,pbo N"mbM Reviewed By: — — — — — — — — — — — — — — — — — _ Property Address/ Location of Construction Work: n — — — — Date — — — — — — — / Approved for processing Building Permit. 1®00 oaf bol L� \Akk_ �YI�I� Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 r s0(/ry�� . 0 Town Hall Annex T lrphon�(63�1 2£+5 18Q2--__ i r-� < 54375 Mata Road" `"�S"3[)�io��5 2�; i� ��f7 P-O. Box L179 G� Q ro er.richert o =nafiQutfTO�d�.-n .us l'1 Southold, NY 11971-0959 �yCOMM, Lil SEP 2 S 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD BLDG DEPT TOWN OF S01'11-1[11 D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r,,, Cc Date: Company Name: I G�4 mss" f (e i =Blame: ;Lt C& License No.: Lt 1 -7 Address: �/a )ltl Phone-No.: JOBSITE (NFORMAT(ON: (*Indicates required information) *Name: I J�l V9 ¢ h *Address: 666 �f4.-C�.y L,�Gi-fr � r< *Cross Street: I *Phone No_: I Permit No.: 3 q Tax-Map District: 1000 Section: Block: 'Z- Lot: /) *BRIEF DESCRIPTION OF WORK (Please Print Clearly) I • - fI (Please Circle All That Apply) Is job ready for inspection: < NO ough !n Final *Do-you need a Temp Certificate: YES/ NO I Temp Information (if needed) *Serriice Size: 1has 3Phase 150 200 300 350 400 Other I . *New Service: e-connect" Underground -Number of Meters ' Change of Service Overhead r i Additional Information: PAYMENT DUE WITH APPLICATION 'b 1 1 82-Request for inspection Form 1 �Og1�fF0( Town Hall Annex Telephone(631-1f302 f�-0 0BooxX•I 179 1ft Road a Fax(631)734.9502 d. � x Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYRE CONSTRU'tMON PRE-ENGINEERED wom cONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: Owner: o) M�� , ' �:;• -::' Location of Property: 6o® r <. „;�'af✓lC�[-�' I i e�Z�}r r av ,ter, Please take notice that the(check app0able'line): New residential structure . � !�: ., Addition to existingreaidential structure Y - . X Rehabilitation to;am.existing,residential structure i' to be constructed or performed at th6tu0j6t"pr+o' ® ef"nce above will utilize r (check applicable line): "•¢ ' Truss type construction.(T)., Pre-engineered waled&onsfrq_efjota Timber construction (TC) in the following location(s)(check applicable line): Floor framing, inoluding;gliders.artd oda lili(F) X Roof tsieft.(R)' . 10<-- ,�- Floor and roof framing (FR) Signature: ' Name (person submitting this form: Capacity(check applicable line): ,r Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 ZO/10 39dd S331snai 00011inoS 109999LIC9 LT:60 STOZ/0E/b0 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ca,Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F.(631)444-0360 www dec.ny gov LETTER OF NO-JURISDICTION April 29, 2015 Mr. James G. Morgan Re: Application ID 1-4738-04399100001 600 Harbor Lights Drive 600 Harbor Lights Drive Southold NY 11971 Southold SCTM # 1000-71-2-13 Dear Mr. Morgan: Based on the information your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determination. The referenced property is located landward of Harbor Lights Road, a substantial roadway that was paved prior to 8/20/77 (4/6/76 AeroGraphics Corp. photo, Exp. 72-2024), and more than 300 feet from regulated tidal wetlands to the west of the property. Therefore, the property is beyond the jurisdiction of Article 25 Tidal Wetlands. In accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for construction activities at the property. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the NYSDEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. ,�'' Please be further advised that this letter does not relieve you o jtfie 4esponslity of o ming any necessary permits or approvals from other agencies. Very trul r h-h A.Deputy minis'trator CC: Robert Campagna, Architect BOH—TW File NEW YORK Department of SLATE Of OPPORTUNItY Environmental Conservation TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT '' Il v ) -r-r-t-e,S- R!.6,r�,,o& FM N R N E AC r S W TYPE OF BUILDING VL. FA RES. SEAS. RM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 1112"19 AC7,6, 7 S-0-0 /C:4 W/p"PT e 17-67'WIPV 14 7 Poo o 02 ZT.,eJyw-e. Z:-:-AWXrR, k-j tv -in V( I y 2�52A"5, �g-L M t-cl (1� n -ice /k-lo loco I AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 7 Meadow]-and DEPTH House Plot BULKHEAD Total DOCK 3a- e far>r i A •t' RawA A,_ • •. SF'7 s E Y^C y .[ ' ■■■■■■■■■■■■■■■■■■■� i` ■ .r�* j, sir -t' y ■■■�� ■ ��■■ } ..,, Cif 'iat-t ,. y .. � �■■ ■ ■■■■ RT oil wM No Up ■ ■■■ 011 No ■■IN N ■�■■■■■■■ ■■ : .. ■■■■■■■■■■■■■■ SME ■■■■ ■■ ■ ■ ■■■■■■■■■■■■��■■■■■ ■ r■■NN�■■■■■■■■■■■■■ ■■ . ■■■■■■■■■■■■■N■■■■■■ ■■■■■■ ■■■■NN■N■■■■■■■■■■■■■■Basement ■■ Foundation .. xt. 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THIS CERTMATE OF INSURANCE.DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISBUNIG INSURER(S), AUTHORQED REPRE$ENTA'{W@bR PRODUCER,AND THE CERTIFICATE BOLDER T - V t[W oertifiea i holder is an ADDITIONAL INSURED.the POUCY(les)must be endorsed. If SUBROGATION 18 WAIVED.subject to the Ma and condhions of the poky,corhdn polle es nW regdm an endorsement. A stalemwA on this certiticata does not confer dgW to tho cm Ocala holder In Nati of such a s). F1iDa00ER' NAME: Liwsoa young VEt'p Tnsurancm Asjemcy (01)738-7300 is31173e-7322 955 Moria street: yi�yi±+sm.annn.CdOt Suits 2 EIr AFFORMM NAEC/ Holbrook NY 11741 o MMrcbants Mutual insurance 33 9 VIOUREO wwpi R6lrarchants Preferred Insuranam '2901 Di.ers Xlaot+rla Inc a,-The Hartford 4974 Po Boz 2963 UmURstD: RBRE: Setankcat NY 11733-0976 RMF: COVERAGES CERTIFICATE NL ,-CL132402662 THIS L8 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED emow HAVE BEEN mum TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVKTIWANDINC ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VNTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE APFORE E=D BY 7'ttl=POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICEE&UMITS SHOWN MAY 14AVE BEEN REDUCED BY PAID CLAWS. LTR TVMOFINWRA14 0 Aam mm POUCYN01MR I WPONUM no% LUIM Ar LIAOMTM ocEau s 11000,000 R COMMEROM G9ViBipt.LIIEBILRY PREM=M $ 500 000 A � �OCCUR 055040 /31/2015 /31/2016 NWFXP anew S 15,OOQ FERBONN.aADVINAW s GENERALAGGREGME s 2,000,000 WMAGO EGATE LMBT APDL E.S PMt t PROOUCM-COAWM AGG I 2,000,000 R 1 POLCY P Loc a A!!' MOBa.OLU1aI11TY B 0 00 ANY AM 80DS.Y0J w(1wp"M) I H xWmwmw MMOS4308 /31/2015 /31/2016 6000.Y0LItERY(WAWded) 3 AUMS HIRSD At)TO8E i P9;.Basm I MEria"UAa OCC(Nt EACHOCCURREriCE i EXCEBEI LWA AMMATE C 0 oompu mtIONv+IC BTATIi. O7}i AND�R OYEW LIARILRY ANY ��7 NIA EL EACH CIDENT I 11000,000 in WQ L2MM=7769 /21/2015 /21/2016 E.LDISEASE-EAEMPLOYE t 1. 000 000 oMO IMNs ELDISEW-POUCYUMT I 3-000.000 89Cmp1moF0PERAvKmiLorAwwtvEwcLwIllflsihllQORD,Ot.AA�W16YNa,bEsh�lcie,i�neeiolp�finnfined) Cartif1.Calc$ 21Dldew 18 listed an Additional Insured �ca with rt to the General raabilit' as pem written cmt wact:. CERTHWATE HOLM CANCELLATION SHOULD ANY OF THE ABOVE DESCREeE D POLICIES BE CMCELLED BEFORE THE EXPIRATION DATE THMEOF, NOTICE WILL EM DEU1(ERED IN Town of Southold Building DgN=trient ACQOE WWM EMTH THE POUCY PR0VII91M 54375 Route 25 Southold, NY 11971 AUTHOR= " lyincont Peace/mARY ACORD 25(2Q10105) Q 1988 2010 MORD CORPORATION. All rights reserved. INS025CMio0610i The ACORN name and logo are ragish ed narks of ACORD ar SUFFOLK COUNTY'DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOMEIMPROVEMENT �. CONTRACTOR RICHARD OLIVERI This certifies that the DDrays�"p'e CLASS A HOMES INC bearer is duly licensed by the L1aemmNw*cr Oct.f wd �CCounty of Suffolk 50977-H 0111 1/2013 NcrinD CeMmUHon�r E%P MOSIO�� I MONDNTE 01101!2017 I ' 1 STATE Or NEW YORK WORKERS'COMPENSATION BOARD t CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) ib.Business Telephone Number of Insured Class A Homes, Inc. 5,16-932-5180 146 W. Jericho Turnpike ic.NYS Unemployment Insurance Employer Huntington Station, NY 11746 Registration Number of insured Work Location of Insured(Ontyrequired if coverage is specifically Id.Federal Employer identification Number of Insured limited to certain locations in New York State, i.e., a lyrap-Up or Social Security Number Palfey) New York 113135806 2.Name and Address of the Entity Requesting Proof of 3a. Name of insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Continental Casualty Co, TOWN OF SOUTHOLD 3b.Policy Number of entity listed in box"Ia" BUILDING DEPARTMENT-TOWN HALL WC585588296 SOUTHOLD, NY 11971 3c. Policy effective period 11/03/2014 to 11/03/2015 3d. The Proprietor,Partners or Executive Officers are 2 included. (Only check box if all partnerstefficers included) Flail excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "Ia" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the ahove certificate holder within 10 daj:v IFa policy is canceled clue to nonpayment of preinhans or within 30 da1:v IP there are reasons other than nonpayment of premiums that cancel Me policy at-eliminate the insured f onn the coverage indicated on this Certificate. ("These notices incty he.vent by regular mai!) Othenvise,this Certificate is valid for one year gfter this form is approved b.1'the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whicliever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Clifford T. Brady ,A(11�nt 9name oj;authurued representative or licensed agent of insurance carrier) ,t 1 r fr't:• r � F l '� r� Approved by: -- (Signature) (Daie) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 631-673-0500 Please Nate: Only insurance carriers and their licensed agents are unthori_ed to issite Forni C-1052 Insurance brokers ares NOT caithorized to issue it. C-105.2(9-07) www.wcb.state.ny.us STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW (PART 1. Td be completed by Disal ility Benefits Carrier or Licensed]insurance Aaent of that Carrier Ia.Legal Name and Address of Insured(Use street address only) 1 b. Business Telephone Number of Insured ; 516-932=5180 1 c. NYS Unemployment Insurance Employer Registration Class A Homes, Inc. Number of Insured 146 W.Jericho Turnpike Huntington Station, NY 11746 1d.Federal Employer Identification Number of insured or Social Security Number 113135806 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SHELTERPOINT LIFE INSURANCE COMPANY OWN OF SOUTHOLD 3b.Policy Number of entity listed in box"la": BUILDING DEPARTMENT,TOWN HALL OUTHOLD, NY 11971 3c.Policy effective period: 11/03/2014-11/03/2015 4. Policy covers: a.®AII of the employer's employees eligible under the New York Disability Benefits Law b.❑Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. c Date Signed 01/07/2015 By (Signature of insurance carrier's authonzcd representative or NYS Licensed insurance Agent of that insurance carrier) i 1 'telephone Number (631)673-0500 Title Agent IMPORTANT,If box"4a"is checked,and this limn is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat carrier,this certificate is COMPLE=TE. Mail it directly to the certificate holder if box"4b"is checked.this certificate is NOT COMPLIiTF,for purposes of Section 220.Subd.s of the Disability Benefits Law. it must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit.20 Park Street,Albany,New York 12207. s ' PART 2. To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to infomialion maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of hisliter employees. Date Signed_ _ ^i-By (Signature of NYS Workers'Compensation Board Tntployee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this forin. DB-120.1 (5-06) A DATE(MWDD/YYYY) 4. '4-- CERTIFICATE OF LIABILITY INSURANCE 4/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS. UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVE6Y-OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE.DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE bR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate•holder In lieu of such endorsemen s. PRODUCER CONTACT MA NATIONAL SECURITY BROKERAGE PHONE A516)781-6262 FAX 3254 Railroad Ave , EMAIL "° nat sec@opton zne.net ADD Wantagh, NY 11793 INSU S AFFORDING COVERAGE NAIC# INSURER -KINGSTONE INS. CO. INSURED CLASS A HOMES, INC. INSURER B: INSURER C, 146 JERICHO TPKE INSURER D, HUNTINGTON STATION NY 11746 INSURER E. INSURER F• COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITTONSOF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. LTR TYPE OF INSURANCE I Y U POLICY EFFMWDVMM rD'-ICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,0 0000 g COMMERCIAL GENERAL LIABILITY aoau ce $ 5O 000 CLAIMS-MADE®OCCUR MED EXP one rson s 1 OOO A CP5004703 1/9/2015 PERSONAL SADV INJURY s 1,000,000 GENERAL AGGREGATE s 2,000,005 GIRL AGGREGATE LIMITAPPUESPER PRODUCTS-COMP/OPAGG s 2,000,000 POLICY M PRO S AUTOMOBILE LIABILITY COMBINEDSINGLEUMIT S ANYAUTO BODILY INJURY(Perperson) $ AAUUTOOHMED AUTOS D BODILY INJURY(Par aodderd) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS d g UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ WORKERSCOMPENSATION ITINCSTATU- I JOTH- AND EMPLOYERS LIABILITY FR ANY PROPRIETORIPARTNER/EXECUTIVE EL EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,doSCRIgbe under DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(AttaehACORD101,Addfi°nalRemarks SchaduleHmore space Isrequired) TOWN OF SOUTHOLD BUILDING DEPT TOWN HALL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DEPT, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SOUTHOLD, NY 11971 ACCORDANCEWITH THE POLICY PROVISION& AUTHOR IZED;AEJ<RESE�NTATIVE < ' ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD "�V & it "'.Mf g-g-g—m,- N i, _ " — — ,OR AN *,tpp',, P W."", an P—P "M K pgl 1092 ""'i N I rielt uP m N w 2� ;oN K 1ztR_f,_1 .1.6 T; mom 4�Xx k IRMA\ .......... SA �1'.RRi 0�,X D Suffolk plk C''ounry epar entp_ L VY '0 ��I.M�`n (rr,k Con�,,iimer A -AIR VETE 1v MEMORIAL F11 • G y HAUPPAUdk-NEN 4hin DATE ISSVED: 'MZ1 NO. n'? C OUNTY AT 0 k Home pro n seen se NIII/ 7, This is to certify that io doing business as J INNUMET, C�Wj andsi0b" "$6`_ NMI' having furnished the requirements set forth in a �brd the provisions of applicable,loWs,rules, n Eta ti 1 to'co ub'b AN ;and regulations ofthe S )b�011 Co ty 0"u6 t u4iliw as i 146ME 11ROVE T bounty o in the u 'iy of Suff4lk. N RNiN. lj6en!ec*e,`4',Q RNI _�p NOT VALIDNITHOUT i-,74",W_w, MIA, Alditi- x I'M , '" M ANDAC fq VR�12! QNSUMARAFFA*$;;. M wpW S "Y ........... MMI' rhmissi one"10 V 14'lift' Q 'Ia�ilt, v .. .XAwe ry 6, R IN Zpt .w4p % 0 ,tra, w AAA-1 W,NMRR�111 MR, 0, kT :tno w- gog% �,g # CR N U611 ,�A� YOU '02 X"i "I • , PAINu. vaitHAN 41 - ""I( wlm — 0, � - g?,Y QT110 IN U.SA C SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS MASTER PLUMBER VINCENT DEGENNARO This certifies that the bearer is dull HILLTOP PLUMBING&HEATING INC licensed by the County of Suffolk 45240-MP 9/0312008 09/0112018 f I T STATE OF NEW YORi( WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UDDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address or Insured(Use street address only) 1b.Business Telephone Number of Insured HILLTOP PLUMBING & HEATING INC. 516-933-1761 1c.NYS Unemployment Insurance Employer Registration Number of Insured 61 DRAKE AVENUE 9037564 BELLPORT, NY 117'13 1d.Federal Employer Identification Number of Insured or Social Security Number 113425726 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the CerUficato Holder) SheiterPoint Life Insurance Company TOWN OF SOUTHOLD 3b.Policy Number of Entity listed In box"1a": 54375 ROUTE 25 DBL209893 SOUTHOLD NY 1197'1 3c.Policy effective period: 01/26/2015 to 01/25/2016 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b.® Only the following class or classes of the employer's employees: Under penalty of perjury,i certify that I am an authorized representative or licensed agent of the Insurance cafrler referenced above and that the named inured has NYS Disability Benefits insurance coverage as described above. Date signed 5/7/2315 By wid j� (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:if box"4a-Is chtecked,and this form Is signed by the insuranco carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box'4b"is chocked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Workee's Compensation Board,OB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if bone"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the abovo•named employer has compiled with the NYS Disability Benefits Law with respect to all of hldher employees. Date Signed By (Signature of NYS Worker's compensation Board Employee) Telephone Number Title Please Note:Only Insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers ant authorized to issue Form DB-120.1.lnsuranco brokers are NOT authorized to Issue this form. DS-120.1(12-13) �,—rkt'COMPensa'10na eYork State Insurance Fund "isablllly BeneJlts Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)7564300 CERTIFICATE OF WORKERS'COMPENSA°TOON INSURANCE %AAAAA 113425726 HILLTOP PLUMBING&H=ATING INC 61 DRAKE AVENUE BELLPORT NY 11713 POLICYHOLDER CERTIFICATE HOLDER HILLTOP PLUMBING 8 HEATING INC TOWN OF SOUTHOLD 61 DRAKE AVENUE BE!lPORT NY 11713 54375 ROUTE 25SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12340 593-9 767814 07/30/Z015 TO 07/30!2016 511/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2340 593-9 UNTIL 07/30/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 07/30/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT 'VINCENT DEGENNARO HILLTOP PLUMBING&BEATING INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. J NEW YORK STATE INSURANCE FUND S:C�dt ae- INSURANGF;FUND This certificate Can be validated on our web site at https:/A ww.nysif com/cerYcertval.sp r by tailing 88)875.6790NDERWRITING MIRA VALIDATION NUMBER:78672567 .� OP ID:VB DATEYCERTIFICATE OF LIABILITY INSURANCE 0510712015 THIS CERTIFICATE IS ISSUED A$ A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE 01: INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCE R,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Grace Insurance Agency NAIAM 88 t3roadWay PHONE FAX Hicksvilie,fdY 11801 E-MAIL° Arc No D&A Agency-Commercial ADDRESS: CCER UST D ,HILLT-1 INSURERISI AFFORDING COVERAGE NAIC 0 INSURED Hilltop Plumbing&Ideating Inc INSURER A:Merchants Mutual Insurance Co 23329 Vincent D®Gennaro INSURER B;First Rehabilitation Life Ins. 61 DRAKE AVE. BELLPORT,NY 11793 INSURER C:The State Ins.Fund INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE PCLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOW41THSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER MMIDp P MPO EXP LIMITS LIABILITY A X COMMERCIAL GENERAL LIABILM' X BOP 9094236 EACH OCCURRENCE $ 1,000,00 0412212015 04/2312016 CLAIMS-MADE ®OCCUR PREMISES Ea ocaurrenpal 100,00 $ A X Contractural EXP(An one person 6,00ctural BOP 9094236 04/22/2015 04123/2016 PERSONAL&ADV INJURY $ 1,000,00 A X PREM-OPERATIONS BOP 9094236 04/22/2015 04/23/2016 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER:- POLICY PRO- LOC PRODUCTS-COMPIOP AGG S 2,000,00 AUTOMOBILE UAaILITY PREM-OPS $ 1 000,00 COMBINED SINGLE LIMB $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY(Per ponaen) S SCHEDULED AUTOS BODILY INJURY(Per occident) $ HIRED AUTOS PROPERTY DAMAGE $ ( NON-OWNED AUTOS PER ACCIDENT) $ UMBRELLA LIAB $ OCCUR F.XCIM LIAR CLAIN6-MADE EACH OCCURRENCE $ $ DEDUCTIBLE AGGREGATE RETENTION 3S ATION WORKERS COMPENS3 AND EMPLOYERS'LIABILRY X WC STATU- OTH- C ANY 0 CRFRrMEM6ER EXC LUDED? Y J NIA 1234059393 07/30/2014 07/30/2015 E.L EACH ACCIDENT (Mandatory In NH) I/yes,describe or E.L DISEASE-EA EMPLOYEES 100,00 DESCRIPTION OF OPERATIONS below C Disability Benefit D2098930112612016' E.L.DISEASE-POLICY LIMIT $ 500,00 01!2812016 01126/2016 DBL Statute ry DESCRIPTION OF OPERATIONS I LOCA71ONE I VEHICLES(Attach ACORD 101,Additional Romaft Schedule,H more space is required) CERTIFICATE HOLDER INCLUDED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE MTN THE POLICY PROVISIONS. SOUTHOLD,NY 11971 AUTHORIZED REPRESBNTATNE A&W I vhw-� ACORD 25(2009109) @ 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD �f9 •+t. -.• r _• ------_'r .i �rU$ky - <<z + •i-'7., :t'S - •� - , - - ° - '+ - _ _{lei. '+h-1 _ _ •'�- t _ /��.Q -----•.._,___ -_ tom.:=' -. _. ,. ,:. . . -' .- - - i SUQv Y4"O FSR - - L/G �y /( � � �}t � Q Rri.'c :u0 k �• ��. � `� �T -':is X71 1/ + 11%r` E ,5 ! �� ` �� SOUTHOL p /V,, - • {r0ia_ � ` � s n ' 11 Q �?7or)6Eir�rJ t y E d I =o b T••�/� Nc«6c i�<T/Z.9 \ I � � � "�" •.t•r»�+a,i^MaM�ettener t !` Inc;, t*t' t .1--,,n `svavey k•„oletlan F,euao9d the Nen Yak a (� � CeNeSdfhb W�N�IIet �''r':•'�";?':°�""''�-`�'' � 'r',• Wt 41*eA N.3 •1 _ "�. �t 4eC Mx�M'a'l kte4SM O _ _ •ti _ }k. �� >•y_.-,.,_~. ' _ :t::�=;- 1 ^fit -fts"d-d*AV not a f _ �_ Guerertbcr 4w tides shone honn 1 4,•. lsP��erM,WaltiblWf»MM _ ', ,�••r �Iandft budittlow low harem am am Not i.+! i • 0Si/,Mf1YhM(fi1MrfMdaaib / / �!—�,rr '` • '.,ir g-t,+' y,f OWMAIL 3&`.•, .':-� . "�F_x: 4tQ1o," laG_ P f�a �d hisN as•suy :,, .� Of $ec �ian El!?•�_� '� d, :�» 4he Suer- k c:c>ctz` Gfer,� �l �_,, _ �4' °6, A98-7- "P ofHE`yY'�> Aja1 � Y,-f3 JJ o�' •c� G1 �� `` _ `_� �� o -= Mewm �� Jul /� Goc�r,�t Air o,, Cies/9h47i'a�i. O Gr CK. � j3 ._ G. � _ CC* f?. 7/i,exoG� rC �O� IJ $ ��. :.ik� r �r• a ¢o r•# iccns . Q17 1'iO'ffors z ti� CS �, HARBOR LI6HT5 DRIVE AMERICAN WOOD COUNCIL CONNECTION DETAILS Z TABLE 3.1 NAILING SCHEDULE FOR STRUCTURAL MEMBERS 1.ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLE55 OTHERWI5E NOTED 15 SIMPSON STRONG-TIE. V �- JOINT VE56IPTION NUMBER OF NAILS NAIL 5PACIN6 NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. ROOF FRAMING 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE,ANY FRAMING ' U. RAFTER TO TOP PLATE 9TOE NAILED) 3 PER RAFTER HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER/ O CEILING JOIST TO TOP PLATE(TOE NAILED) 3 PER JOIST CONTRACTOR ASSURING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. 100.00' 5 64005'10" E 100.00' CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) 7 EACH LAP co CEILING JOISTS LAPS OVER PARTITIONS(FACE NAILED) 1 EACH LAP 3.ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON 5TRONG TIE WOOD COLLAR TIE TO RAFTER(FAGE NAILED) 5 PER TIE CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY,SIZE,TYPE, MATERIAL OR FINISH MAY CAUSE : BLOCKING TO RAFTER(TOE NAILED) 2-8D EACH END THE CONNECTION TO FAIL. 160 FA5TENER5(8 GAUGE @ 31')ARE COMMON NAILS AND CANNOT BE • RIM BOARD TO RAFTER(END NAILED) 2-160 EACH END REPLACED WITH 160 SINKERS(9 GAUGE @ 31')UNLESS OTHERWISE NOTED. WALL FRAMING 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. TDP PLATE TO TOP PLATE(PAGE NAILED) 2-160 ' PER FOOT HURRICANE CLIP POST TO GIRDER O TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1617 JOINTS-EACH SIDE 5.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE J015T END in STUD TO STUD(FACE NAILED) 2-1617 24"O.G. AND THE HEADER SHALL NOT EXCEED 14 PER ASTM TEST STANDARDS. H2.5A @ 16"O.G. SIMPSON STRONG TIE AG- O Ln 0 HEADER TO HEADER(FACE NAILED) 160 1 b"O.G ALONG'EDGES FASTENERS:5-$17 4(MAX) FASTENERS: 6. FOR HOLD DOWNS,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 T01 TURN WITH WRENCH WITH 12-160(BEAM) II cll TOP OR BOTTOM PLATE TO STUD(END NAILED) 2-160' PER 2X4 5T'UD CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE.CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. 1 -115 POS Lu 3-160 PER 2Xb STUD } 4-1 bD PER 2X8 STUD SIMPSON G516 STRAPPING INSTALLED X EX. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, "TOTAL OF 1bD NAILS PER STRAP (� DRIVEWAY ENDJOIST OR BLOCKING(FACE NAILED) 2-lbD' PER FOOT EACH SIDE OF HEADERS STRAP TO ^ FULL W ° RUN FROM TOP PLATE ACROSS ( f QFLOOR FRAMING • ° EADERDONNFACEOFSTUD JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-80 PER JOIST DOUBLE A/ BRIDGING TO JOIST(TOE NAILED) 2-80 EACH END TOP PLATE lL BLOCKING TO L015T(TOE NAILED) 2-817 EACH END cn W NEW BLOCKING TO SILLOR TOP PLATE(TOE NAILED) 3-160 EACH BLOCK `%. BLUESTONE REMOVE LEDGER STRIP TO BEAM(FAGE NAILED) 3-lbD EACH JOIST '°:'`�- :''•y•: HEIGHT X. SIWALKWAY EXISTING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-817 PER J015T STUD i i TR PROPOSED FRONT BAND J015T TO JOIST(END NAILED) 3-160 PER JOIST P05T BASE FAGS MOUNT HANGER STRUCTURAL RIDGE RIDGE JAGKSTUD BAND J015T TO 51LLOR TOP PLATE(TOE NAILED) 2-16D PER FOOT to W V < PORCH ADDITION 5IMP50N STRONG 51MP50N STRONG TIE:LU52$ SIMPSON STRONG TIE SIMPSON STRONG TIE WITH �- ROOF SHEATHING TIE#ABA44 FASTNERS:b-10D(HEADER) CATHEDRAL GEIL:(R- GEIL.COLLAR TIES @ 32"O.G. N STRUCTURAL PANELS FASTENERS:6-100 4-10DJOIST) R) FASTENERS: 65-20 X 18"MIN. HEADER CONNECTION DETAIL DIAGONAL BOARD SHEATHING 817 b"EDGE C(7 Q 12"FIELD MINI. 4-10DX 1 1/2" FASTENERS: 18-100 O v 1"X b"OR 1'X 8" 2-80 PER SUPPORT 1"X 10"OR WIDER 3-817 PER SUPPORT lip LIJ PROPOSED INTERIOR GYPSUM WALLBOARD CEILING SHEATHING 50 COOLERS 7"EDGE/10"FIELD c,. ALTERATIONS WALL SHEATHING ° FRA STRUCTURAL SHEATHING 80 b"EDGE • oo °° a • NEW FIBERBOARD PANELS 12"FIELD MIN. oo .i 0 m GANTIL RED 7/1 b" bD 3"EDGE lb"FIELD o °�4 • . Lu X GAS FI PLACE EX./PROP. 25/32' 80 3"EDGE/b"FIIELD LU Z 5/Y = 11, GYPSUM WALLBOARD 517 COOLERS 7"EDGE/10"(FIELD °O° ~ .< ( HARDBOARD < �✓ BRICK PATIO PARTICLE BOARD PANELS 817 b"EDGE 12'(FIELD ^ O AND DWGONAL BOARD SHEATHING 817 6'EDGE 1T FIELD ADJUSTABLE HANGER STUD TO TOP PLATES STUD TO BASE PLATE HIP CORNER PLATE HIP RAFTER riALKViAY PROPOSED ONE 1"X 6'OR 1"X 8" 2-80 PER SUPPO'Rr SIMPSON STRONG TIE #RSP4 @ 16"O.G. SP1 @ 32"O.G. SIMPSON STRONG TIE(HGP) SIMP50N STRONG FLR TO FLR CONNECTIONS 5TORY YgOOD FRAME 1"X 10"OR W1DER 3-80 PER SUPPORT (H2.5A) L55U28- FASTENERS: FASTENERS:6-100 STUD HGP2-2'X MEMBER SIZE TIE#L510 FLOOR SHEATHING FASTENERS:9-100(FACE) TO PLATES:4-8d X 1 1/2" 4-100 PLATE FASTENERS:b-10OX 1 1/2" FASTENERS:12-100 C51 b STRAPS @ 32"D.G. lK ADDITION STRUCTURAL PANELS 5-10 X 1 112"(JO15T) TO STUDS:4-5d X 1 1/2" HCP4-4"X MEMBER 51ZE FA5 :22-100(TOTAL) 1"OR LE55 8D 6"EDGE 12"(FIELD FASTENERS:8-10D GREATER THAN 1" 100 b"EDGE 6"FIIELD DIAGONAL BOARD SHEATHING f 1"X b"OR 1"X 8" 2-80 PER SUPPORT �� Lu Lu W 1"X 10"OR WIDER 3-80 PER SUPPOIRT J ! O O V } 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE.IF r WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS O Lu Q SUCH A5 SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. = 2.WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. �- O a: Z to r O + W J w M. BATH _ 2" 2' RM. LArUNDRY KITCHEN 2„ < Z m A ZONING DATA: --r -i I �- _ _ _ _ �- �- � I I I I 1 � } th � O EXISTING PROPOSED TOTALS LAY LAY �y ull InWASHER SINK D W < cr cr LOT AREA 20,000 SQ.FT. I I I 318„ O I-- Z TOTAL RESIDENCE 2,280 SQ.FT. b75 5Q. FT. 2,955 5Q.FT. I I I O PORCH 220 5Q. FT. 5 5Q. FT. 225 5Q. FT. WC WG I COPPER BLDG AREA: I G.W.LIN TOTAL FLR.AREA: 2,500 5Q.FT. 680 50. FT. 3,180 50.FT. I I SH I TO REF. % COVERAGE 12.5% 3.5% 16.0% 3„ 2„ N 64°05'10" W 100.00' FRONT YARD 55.0' NG Cu SIDE YARD 11.0715.0' NO 260A66REGATE 4"PVG00 Co PVC, YARD 101.0' 79.0' 4"PV4„PVC, 2"PVG N HEIGHT TO RIDGE 15.5' NG � 4" PVGI WASTE LINE TO, w w „ - ' " EXISTING )SANITARY SYSTEM. w w n 51TE PLAN 1 - 20 -0 > > WW � Lu w � PLUMBING SCHEMATIC o W 0 z z (ZIINSULATION: ELECTRICAL: w w N o SPECIFICATIONS: 1. INSULATION IN THE EXTERIOR WALLS&CEILINGS OF ALL HEATED SPACES SHALL BE � � � GENERAL NOTES: FIBERGLASS BATTS.51ZE INDICATED ON DRAWINGS,WITH A VAPOR BARRIER ON THE HEATED SIDE. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM W N N W W 1.ALL WORK TO BE IN COMPLETE ACCORDANCE WITH THE 2010 EDITION OF THE RE51DENTIAL DEMOLITION / SITENORK: 2. PACK ALL SPACES AROUND WINDOWS, DOORS& BEHIND JUNCTION BOXES WITH INSULATION. TO STATE,LOCAL AND LIPA REQUIREMENTS. ILS N in CODE OF THE STATE OF NEW YORK AND ALL RULES, REGULATIONS AND ORDINANCES OF THE 1.THE G.G.SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NEGE55ARY FOR THE ALL BATTS MUST COME IN FIRM CONTACT WITH TOP&BOTTOM PLATES OF WALL STUD SPACES. 2. PROVIDE THE OWNERS AND THE LOCAL MUNICIPALITY WITH A NGBFU CERTIFICATE TOWN OF SOUTHOLD. DEMOLITION, REMOVAL& DISPOSAL OF CERTAIN PORTIONS OF THE EXISTING ONE STORY 3. INSULATION IN CATHEDRAL CEILINGS SHALL BE INDICATED ON DRAWING5. CARE SHALL FOR WORK PERFORMED. 2. THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING BE BETAKEN TO MAINTAIN THE FREE PA55AOE OF AIR BETWEEN INSULATION AND ROOF DECK. 3. UPGRADE THE EXISTING i]"11 ELECTRICAL SERVICE A5 REQ'D TO ACCOMODATE THE NEW WORK. In in to In STRUCTURE, UNDERGROUND UTILITIES, PIPING,WIRING, ETC... ON THE 51TE AND AS NOTED OMITTED FROM THE DRAWINGS,NECE55ARY TO THE PROPER CONSTRUCTION OF THE WORK, 4. ALL OUTLEr5 AND WALL 5WITCHE5 SHALL BE DECORA DESIGNER TYPE IN WHITE COLOR.INSTALL BAFFLES TO MAINTAIN A MINIMUM OF 1"CLEARANCE. co CO "W r- ON THE PLANS. RE-CONNECT ALL UNDERGROUND UTILITIES AS REQ'D. ALL MATERIAL SHALL � co CO � � HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. BE REMOVED IN AN EXPEDITIOUS&SAFE MANNER.ALL DEMOLITION SHALL BE DONE IN ROOFING: 5. RECESSED HI-HAT FIXTURES SHALL BE HALO#H71 GAT WITH AIR TIGHT HOUSING 75 WATT WITH 3.THE BUILDER SHALL VISIT THE 51TE AND INFORM THE ARCHITECT OF ANY DISCREPANCIES ORBLACK BAFFLE OR EQUAL,SUPPLIED& INSTALLED BY THE ELECTRICIAN. c) d' v ACCORDANCE WITH THE RULES&REGULATIONS OF THE TOWN OF SOUTHOLD. 1.THE RESIDENCE TO RECEIVE GAF TIMBERLINE FIBERGLASS SHINGLES IN OWNER SELECTED b.SURFACE MOUNTED FIXTURES: SUPPLIED BY THE OWNERS& INSTALLED BY THE ELECTRICIAN. Q FIELD CONDITIONS THAT MAY(INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED 2. ROUGH GRADING:SPREAD TOP 501E AND LEAVE SURFACE READY FOR HANDWORK. FINISHCOLOR. WITHIN THE CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. GRADES SHALL BE SLOPED TO DRAIN AWAY SURFACE WATER FROM THE HOUSE ON ALL SIDIES. 2. INSTALL"GRACE" WATER AND ICE SHIELD AT ALL RIDGES,VALLEYS AND ABOVE ALL EAVES. 7.SEPARATE CIRCUITS SHALL BE PROVIDED FOR ALL APPLIANCES,SYSTEMS,FIXTURES, 4. THE G.G.SHALL OBTAIN ALL PERMITS THAT ARE REQUIRED BY ALL AUTHORITIES HAVING ETC...,A5 GALLED FOR OR REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. RUN 2'-0"MINIMUM UP EAVES AND OERLAP A MINIMUM OF 18"AT RIDGES AND VALLEYS. ' JURISDICTION OVER THE WORK. THE G.G.SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS CONCRETE / MASONRY: 8. INSTALL LOW VOLTAGE SINGLE STATION SMOKE DETECTING ALARM DEVICE, INSTALLED IN O 0 C4 cn IV In AND APPROVALS AND OBTAIN THE G.O.ALL FILING FEES,SURVEY FEES,TEST BORING FEES, 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALL5,AND SUCH OTHER WORK AS MAY BE 3. ALL GUTTERS TO BE BEAMLE55 ALUMINUM WITH WHITE BAKED ENAMEL FINISH CONFORMITY WITH SECTION R31-1 PROVIDED IN EACH SLEEPING SPACE, IN ANY HALL ADJACENT TO Z ETC...OR AS DEEMED NEGE55ARY OR REQUIRED BY THE TOWN SHALL BE PAID BY THE OWNERS. NECESSARY TO THE DEPTHS A5 SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, MATCHING THE EXISTING IN ALL RESPECTS. A SLEEPING SPACE AND ON EACH FLOOR LEVEL AS INDICATED ON THE PLANS. 4.ALL VALLEY, BASE,STEP AND GAP FLASHING SHALL BE ALUMINUM OF 16 INSTALL ONE LOW VOLTAGE CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL. FOUNDATIONS, ETC.SHALL HAVE LEVEL,50LID AND UND15TURBED BOTTOMS. ALL 501E 5. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF OZ.THICKNESS.CHIMNEY FLASHING SHALL BE COPPER. THE UNDERSIGNED AND TO THE BEST OF THE UNDER5I6NED'5 KNOWLEDGE, INFORMATION AND BEARING CAPACITY ASSUMED @ 2 TONS/S.F. G.G.SHALL VERIFY IN FIELD. 9. PROVIDE AND INSTALL EXHAUST FAN/HOOD FOR THE RANGE. FANS SHALL BE VENTED S. RIDGE VENTS SHALL BE RIDGEMASTER PLUS A5 MANUFACTURED BY MID DIRECTLY TO THE EXTERIOR. BELIEF MEET THE REQUIREMENTS OF THE ENERGY CODE OF NEW YORK 5TATE. 2.THE HEW CONCRETE FOOTINGS SHALL BE 3,000#@ 28 DAYS TRAN5IT MIXED,AND SIT ON AMERICA BUILDING PRODUCTS OR EQUAL. 6. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN COMPENSATION VIRGIN SOIL. ALL FOOTING REINFORCEMENT SHALL BE INSTALLED A5 DETAILED ON THE 10. INSTALL GABLE TV LINES,GAT 5E LINES AND TELEPHONES AS DIRECTED BY THE�OWNER5. �p DRAWINGS.THE NEW FOUNDATION WALLS SHALL BE REINFORCED WITH 2#5 BARS TOP AND FLOORING: AND LIABILITY INSURANCE IN THE AMOUNTS A5 REQUIRED BY THE TOWN. PLUMBINBARS. 1.HARDG: BOTTOM CONTINUOUS.THE NEW FOOTINGS SHALL BE REINFORCED WITH 3 CONTINUOUS#5i WOOD FLOORING: 3/4"X 5 1/4 SELECT#1 OAK FLOORING SET IN DIRECTIONS1. ALL PLUMBING WORK TO BE IN ACCORDANGE WITH STATE AND LOCAL CODES. Z► %_ d3 I. DESIGN CRITERIA:CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEED EQUAL OR 3. THE EXTERIOR SURFACES OF ALL NEW FOUNDATION WALLS AND FOOTINGS SHALL PERPENDICULAR TO FLOOR JOISTS ORAS NOTED. STAIN - 1 GOAT-WITH COLOR TO BE v EXCEED 110 MILES PER HOUR SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: BE M015TUREPROOFED WITH A BITUMINOUS BASE COATING PRIOR TO BACKFILLING. DETERMINED. SAND& FINISH WFLOORING OVER R051N PAPER.THRESHOLDS TO CARPET OR TILE SHALL BE OAK. 2.SANITARY DRAINAGE SYSTEM SHALL BE COMPLETE INCLUDING FIXTURES, ROUGH-IN W WITH THREE GOATS OF POLYURETHANE-SATIN FINISH.SET V n a .4- w CONNEGTION5, PIPING,HANGERS,5TACK5,SOILS,WA5TES,CLEANOUTS,VENTS,& FITTINGS. , E- THE AMERICAN FOREST AND PAPER ASSOCIATION#(AF&PA)WOOD FRAME CONSTRUCTION � Z � METALS / CONNECTORS / SUPPORTS: 3.SUPPLY AND INSTALL ALUMINUM VENT PIPE FLASHING.VENTS SHALL BE GANGED WHEREVER W O POSSIBLE AND ROOF PENETRATIONS SHALL BE LOCATED ONLY AT THE REAR OF THE RESIDENCE. } = r MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFGM);THE 2001 EDITION. 2.CERAMIC TILE/MARBLE: SET IN 1-1/4"MUD JOB. MUD SHALL BE SET OVER WIRE MESH }- v 1.STRUCTURAL STEEL TO BE A5TM A36, DETAILED, FABRICATED AND ERECTED AS AND 15#BUILDING PAPER.ALL TILE AREAS THAT ABUT OTHER MATERIALS SHALL RECEIVE TT 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED .�G. Lu < Q PER AISG.ALL STRUCTURAL STEEL SHALL BE SUPPLIED SHOP PAINTED. OAK SADDLES.ALL DOOR THRESHOLDS SHALL RECEIVE MARBLE SADDLES. � ,� TABLE R301.2(1) A5 REQUIRED BY NYS CODE. W 2.FURNISH MISC.STEEL PIPE COLUMNS, PLATES,ANGLES&STRAPS A5 INDICATED OR REQLIRED. < W < Z GEOGRAPHIC DESIGN CRITERIA FINISH CARPENTRY: 5.ALL HOT AND GOLD WATER PIPES THROUGHOUT THE RE51DENCE SHALL BE HARD TYPE'L' 3. ALL JOIST HANGERS,ANCHORS,P05T AND COLUMN BASES, ETC...SHALL BE MANUFAGTIURED V 0 z u- � YgIND SUBJECT TO DAMAGE OR WIND BY 51MP50N FOR ALL STRUCTURAL CONNECTIONS A5 REQUIRED OR GALLED FOR 1. REMOVE THE EXI5TING SIDING ON THE RESIDENCE.THE ENTIRE RESIDENCE TO RECEIVE COPPER PIPE.UNDER SLAB SHALL BE TYPE W. 'ICE SHIELD AIR NEW CEDAR PERFECTION SHINGLES WITH 7"EXPOSURE. b.SHUT OFF VALVES SHALL BE PROVIDED AT ALL FIXTURES. EXTEND OR RELOCATE EXISTING J < � GROUND SEISMIC FROST WINTER ROUGH CARPENTRY: FROST-FREE HOSE BIBS AS REQ'D TO ACCOMMODATE THE NEW WORK. WEATHERING UNDERLAYMENT FLOOD FREEZING 2.THE EXTERIOR SOFFITS,WINDOW AND DOOR TRIM SHALL BE AZEK SOFFITS SHALL BE SNOW SPEED DESIGN LINE TERMITE DECAY DESIGN �- IV � 'd' U LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS INDEX 1. W000 FRAMING TO BE DOUGLAS FIR NO.2 OR BETTER SURFACE DRIED TO A MAXIMUM Olf 14% SUPPLIED WITH CONTINUOUS VENTS AND INSECT SCREENS. 7. NEW PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNERS. PROVIDE AN ALLOWANCE N R/ < N �'_ � co 20 120 B SEVERE 3 FT. MOD TO SLT TO 11° YE5 ND 452 M015TURE CONTENT.LUMBER SHALL HAVE THE MINIMUM 5TRE55 GRADE PROPERTIES: FB=1,250 P51, 3. ALL INTERIOR WINDOW, DOOR CASINGS,CROWNS AND BASEBOARD MOULDING SHALL H.Y.A.G. : 11�.. W. 0 - w HVY MOD FV=75 P.5.1., E= 1,700,000 SINGLE USE. ALL LUMBER TO BE STRESS GRADE MARKED AND 5TNMPED. MATCH EXISTING IN ALL RESPECTS. Lu < CV 2.ALL LUMBER IN CONTACT W1TH MA50NRY OR CONCRTE SHALL BE OF PRESERVITIVE TYPE 4. BUILT-IN CABINETRY/COUNTERTOPS SHALL BE UNDER SEPARATE CONTRACT BY THE OWNER5. 1.THE HEATING/COOLING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE PLUMBING (� �D O MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE rz IN ACORDANCE WITH MANUFACTURERS RECOMMENDATIONS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF SAME. CODE OF NYS. O _, Ln K DESIGN LOAD CALCULATIONS : 2. REMOVE AND LEGALLY DISCARD THE EXI5TING OIL FIRED BOILER.CREATE TWO(2)HYDRONIC In PER SQUARE FOOT OF HORIZONTAL PROJECTION 3. DOUBLE JOISTS AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS. 5. CLOSET INTERIORS BY OWNER HEATING ZONES.THE FIRST SHALL UTILIZE EXISTING DUGTOWRK.THE SECOND SHALL BE NEW. � W � TABLE R301.4 TRIBUTARY LOADED ALL STRUCTURAL W000 SHALL BE KEPT 2"BACK FROM CHIMNEYS. DOORS AN D YVIN DOYVS: PROVIDE AND INSTALL NEW HIGH EFFICIENCY PROPANE GAS FIRED BOILER.UTILIZE EXISTING MINIMUM UNIFORMALLY DISTRIBUTED LIVE LOADS AREA IN 50.FT.FOR ANY 4.GIRDERS OR HEADERS A5 GALLED FOR SHALL BE MANUFACTURED BY TRUST J015T- (IN POUNDS PER SQUARE FOOT) STRUCTURAL MEMBER MICRO-LM5 1 AE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 1. THE NEW WINDOWS AND EXTERIOR FRENCH DOOR SHALL BE MANUFACTURED BY ANDERSEN : DUCTWORK AT THE EXISTING BEDROOM SECTION OF THE HOUSE.PROVIDE AND INSTALL NEW 201 To OVER THE 400 SERIES WITH'STORM WATCH PROTECTION', IN SIZES SHOWN. WINDOWS AND DOORS FAN/COIL UNIT IN ATTIC ABOVE BEDROOMS AND A NEW FAN/COIL G015EPARATE HYDRONIG ROOF SLOPE 0 To 200 S. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL SYSTEM OVER THE NEW GREAT ROOM AND MASTER BEDROOM SUITE.THE SYSTEMS SHALL BE USE LIVE LOAD b00 b00 SHALL BE SUPPLIED WITH LOW'E' HIGH PERFORMANCE GLAZING,5DL LITE5, INTEGRAL FLAT OR RISE LESS THAN 4 OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE TYPE AND SSPEGIES COMPLETE IN ALL RESPECTS, INCLUDING NEW ELECTRONIC DIGITAL SETBACK THERMOSTATS. EXTERIOR BALCONIES 60 20 1b 12 WEATHER5TRIPPING, INSECT SCREENS AND SCREEN DOORS. EXTERIOR COLOR SHALL BE WHITE. INCHES PER FOOT(1:3) OF PLYWOOD AND BE 50 IDENTIFIED BY AN APPROVED AGENCY. DECKS 40 RISE 4 INCHES PER FOOT 6. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED, PLUMB,LEVEL&TRUE,WELL SPIKED, INSTALL EXTENSION JAMB5 A5 REQUIRED. 3. PROVIDE AND INSTALL A RADIANT HEATING ZONE OFF OF THE BOILER IN THE MASTER PASSENGER VEHICLE GARAGES 50 (1:3)TO LESS THAN 12 1b 14 12 2. THE NEW INTERIOR DOORS SHALL BE RA15ED TWO-PANEL-IN SIZES INDICATED. BATHROOM,COMPLETE WITH DEDICATED THERMOSTAT. ATTICS WITHOUT STORAGE 10 INCHES PER FOOT(1:1) BRACED&ANCHORED TOGETHER TO FORM A RIGID STRUCTURE&TO INSURE EVEN SETTLEMENT ATTICS WITH STORAGEao RISE 12 INCHES PER FOOT &SHRINKING THROUGHOUT.UNLE55 OTHERWISE NOTED, ALL FRAMING MEMBERS TO BE lb"O.G. YVALL / CEILING FIN I5HES: 5PEGIArLTI ES/ALLONANCE5: ROOMS OTHER THAN SLEEPING ROOMS 40 (1:1) AND GREATER 12 12 12 7. ALL WOOD SHEATHING ON EXTERIOR WALLS SHALL BE COVERED WITH ONE LAYER OF 1. ALL WALL5&CEILINGS FINISHED WITH 1 LAYER OF 1/2"GYPSUM WALLBOARD. USE 1/2"THICK 1.THE SUPPLY& INSTALLATION OF BATH CABINETRY, BUILT-IN5 &COUNTERTOPS SHALL BE SLEEPING ROOMS 30 MINIMUM DEAD LOA05:25 POUDS PER 50.FT. TYVEK HOUSE WRAP.LAP TYVEK MINIMUM OF 16"HORIZONTALLY AND VERTICALLY WITH UPPER WONDER BOARD IN AREAS OF MOISTURE OR THAT RECEIVE TILE. TAPE&SPACKLE(3)GOATS. UNDER SEPARATE CONTRACT BY THE OWNERS.ALL FINAL PLUMBING,ELECTRICAL,&APPLIANCE STAIRS 40 ROOF TIE DOWN5 WITH A WIND UPLIFT PRESSURE SHEET OUTSIDE OF LOWER SHEET ON WALLS. 2. ACCE50RIE5 FOR WALLS&CEILINGS SHALL BE OUR-A-BEAD CORNER REINFORCEMENT HOOK UP5 SHALL BE THE RESPONSIBILITY OF THE G.G. GUARDRAILS AND HANDRAILS 200 OF 20 POUNDS PER SQ.FT.AND TOTAL ROOF S.ALL WINDOW AND DOOR OPENINGS, SHALL HAVE STUDS DOUBLED ON JAMB5. (USED AT ALL WINDOW5 AND 200 5ERIF-5 J-BEAD. 2. PROVIDE AND INSTALL NEW PROPANE GA5 TANK BELOW GRADE TO ACCOMMODATE NEW WIDTH OF 36'SHALL RESIST A MINIMUM OF 288 9.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED 2". 3. NAILS SHALL BE CONICAL HEAD ANGULAR RING DRYWALL TYPE POP RES15TANT WITH MODIFIED HEATING SYSTEM,GAS RANGE AND THE CLOTHES DRYER.THE PLACEMENT AND INSTALLATION LBS./FT. ALL FASTENERS SELECTED MEET OR RING SHANK,OR 5 TYPE DRYWALL SCREWS.NAIL OR 5CREW WALL5,SCREW CEILINGS. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL AGENCIES HAVING JUR1501CTION, EXCEED THIS REQUIREMENT AND THE GG SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVAL'S. 3.SUPPLY&INSTALL A NEW SOLATUSE MODEL#16OD5 TUBULAR SKYLIGHT IN THE EXISTING FAMILY BATH.UNIT SHALL BE EQUIPPED WITH THE CLASSIC VUSION DIFFUSER. REMOVE EXISTING BRICK VENEER DOWN TO X BRICK SHELF.INSTALL NEW STONE VENEER EXIST.VENT 25-2" V , I , u u O 24-6 8 m < O HIGH X24"WIDE - - - - - - - - - - - - - - - - - _ - - - - - - - - �CONCRETE FOOTING WITH 445 BARS CONTINUOUS — — — — — — — — — — — — — — • — — — — — — — — — = I 1 I I--- - - — — - - — — — - —� X C4 EXISTING CRAM 5PA CE I i F I, UNEXCAVATEDco I i w DOWEL INTO EX. ( I — — FOUNDATION ALL I I — — — W WITH#5 BARS 12" VERTICALLY(TYP.) I I I I 'Q / 2EX.FLOORX.G "O.G. - -- - - - - - - - - - - - - - - - - - - - - - I I I I m JOISTS EFLOOD co - - I cV - Q 'Cr v JOISTS r. . - - - - - - - - - - - - - I I I f Q RZ �Ylm1- - - - - .— z W GONGR E FOOTING WITH 54 5 BARS CONTINI IOU5 AND I I HOOKEr VERTICAL Lj #5 BARS 32"00 CO W- 4"x 6"POST I- N EYq CRAM 5 PA C E I I Lu (3m ABDYE 2"P.G.SCREED GOAT o p I I w z F I I < CV c1 Q W I EXIST.(3)2"XS"HDR. EXIST.(3)2"X8"HDR. II NEW ACCESS TO CRAM EXISTING UNEXCAVATED3:1 In V Lu Lu } 8"X 24"CONCRETE O 0 4"X 6"Y'4000 in F05T ABOVE ° N O BLOCK PIERS WITH F- X F' I I GORES FILLED SOLID -1 ' f- Z n o � p r I pX0 ryLu X O A AC EXIST. w iv 4 6"WOOD " " "�y I I 24 X 36 X 18HIGH EXISTINIG w "X EXISTINGE- VENT z F05T ABOVE FOOTING WITH#5 CONCRETE BLOCK CHIMNEY TO BAR512"OG H (� -� V4A}, PIERS REMAIN I I Z `� ' W EXIST.(3)2"X8"HDR. I EXIST.(3)2"X8"HDR. _ EXIST.(3)2"X5"HDR. EXIST.(3)2"XS"HDR. I 1 W Z 1 — — — I I — — — — "Z O Q 2-X10--16'O.G. Is EW FLOOR 0, CONCRETE NBLOCK 4"X 6"WOOD 4"X b"WOOD I 1 JOISTS -7 v PIERS P05TABOVE �y I I P05TABOYE I I Z � U) " 41 J EXISTING GRA414L 5PA CEWE LINE OF m xLuI I x J CANTILEVER n I I EXISTING CRAM 5PA CE L ABOVE z IU I I 11--f-INE W 4 OF ALL II ABOVE NEW AGGE55 TO CRAWL ji I i EXISTING I I I I I AGGE55 T DOWEL INTQ EX, Q Q G ( I DOWEL INTO EX. 1 ' 1 FOUNDATIok WALL 1 W W FOUNDATION WALL p ( I : t. I WITH#5 BAgS 12" I N WITH#5 BARS 12" ( I VERTICALLY.(TYP.) I Lu Lu 0 0 } j. Lit w VERTICALLY(TVP.) 8"X 24"CONCRETE d I I `z ;� BLOCK PIERS WITH W W !Y W- C4 GORES FILLED SOLIDI I I I Z W W- Q Q m OL OL z Z b"HIGH X 24"WIDE I I I I ( I O O < d — — — — — — — — — — — — — CONCRETE FOOTING r- 24"X 36"X 18' HIGH !L LL WITH 4-#5 BARS WITH WITH#5 Q I Q w w 1 CONTINUOUS f I c BARS 12"OC EACH } w w Lo N ��I I L— WAY I I I ( w w _ I i 2"X10"-16"O.G. - = I / 2"X10"46"O.G. cv I ( NFJN FLOOR /"1 2 EW FLOOR ( I I Ob Win Ln in Ln ' J015T5 :p X JOISTS I I n m m r e- G I I v I I ~G I iy �' `® if I I I I I A �-=LINE OF PATIO AND WALKWAYS ABOVE I ( I I 0 O (V m �r to ALUMINUM - - - BLOCK VENTWITH I 4- If = I SPACE INSECT SCREEN 2"P.G.5GREED GOAT III II ALUINUM BLOCKL - - - - - - - - - - - - - - X YENWITHINSEGT SGR6ENmll, i I I < in 1 1 L - - - - - - - - - - - - - - - - - - j I I I z cz /Al I I I I j w L - - - - - - - - - - - - - - - - - - - - - - - J Q- v o = O z u- 0 • tu z � 0- tn (v� L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - W. 52'-5" 3TE 20'-10" lu < c', Q o URin w FOUNDATION PLAN 1 /411 =1 '-0' < cf) 2"X 4" -16' 06 SUPPORTS 1 6'-5" 13'-1" b'-5" 3'-11" b'-b" 11'-�" b'-2" 9'-10" 8'-10" REMOVE EXIST.BRICK VENEER DOWN TO BRICK SHELF,AND INSTALL NEW OWNER SELECTED STONE VENEER f, � TM046 T 1)^13046 \ 2X BLOCKING (TYP. EGRESS I EGRESS ( 2"X b" - 16' OG I , BLUEST NE SU IN MO TAR FACINGSET 2-2"X8"HDR I 2-2"X8"HDR. m RELOCATE HOSE B D OVE 4" 5113B REI R.SLA on Lu X I °� m l FYPON TAPERED COLUMN 1 Lu Hill, X W I WRAP GWKT8b157 ITH — — — T — /tel DETAIL 1A<— 1 1 �1 1-011 BEDROOM BEDROOM �� — — — FS'ND G P- ASE — — — o I — 0OER -4 SGOTE CEI INC@ ' " I IinEX. FILINGe- W tfJ �� BLUE TON SURFAGIN 5Er cn �IN iv cn FILING JOISTS JOISTS R INF.GONG LASIEXISTINGREAYI EWAY TO Z� LOOR '0"BELOW I ISHED F R. 2%D _x So I o GLC.@ ' " x 2 8"-16" I - D.G. I - — ---_ W r _ � __ �? '' v EW OF sxit I ° L ?� F ER5 RAFT RS ( , soILL J ;o ` I I - - - - - - - - - - - - - - - - - - �, EXHAUST HOOD , � a z � � I I J I � � O I \ So CO I WH PLR FWH6068AP R F bob APR I OV 30 NEW 12'Y'4.X 7'H.GARAGE DOOR I W J Z z EX.DR. _ _ _ _ _ _ _ _ L::::N I i EX.DR. 2-2"X12"HDR 2-2"X12"HDR — - —2-2'�C12"HDI Q -�'3(4wXTf 174''MMO LSM IDi� I i '� v / X.D \ (V 11 / \ I n W G. n n - WINE Q O o / 24 \ ; ; 6 5 6 16-4 OOLER Q \ EX.DR. I �/� \ s0 r �1� / " " \ ` f w T.F OD IN 1, INSTALL 5/8"TYPE-X ON HOUSE \ I II I / P05T �' ' �rnl�r =r'v�;v^N- \ \ I ; 111 SIDE GARAGE SEPARATION 0 I 1 - - - - T-M& - - - - - - - - - - Y \ z I I ,I 2'b _ — — — AREA — — — 3_1 3/4"X 14"LVL STRUCTURAL BEAMSDe- — ;_;_ — w _ RA*6E .fly \ w / - - - - - - - - - - - - - - - - - — � � I ( _ M REFRIGERATOR W W — ° , fir' ` l l m LL � \ p X.DR. // P KT I 4"X6" -A Z;*F"T-9 — — — — — — — I �r ® y > POST ~ w \ w TIHERMATRU#510-2'-b"X `- DEN 1— \\ I O ; (0 Ded 7'-0"'B'LABEL HOLLOW I Lu (� NEW 2'0 X 4'0 LL 314"AG PLYWOOD w I , I� _; o 8p _ METAL DOOR AND I _ O W/ DOWN STAII�TO SHELVING+1-15"OG -------- - z +------ --------- 7 - -o- ---- - FRAME WITH SELF \ I ATTIC / _ - _ G"R-E-AT- W/� --------------- O - t- VERTICALLY.PROVIDE --------� - - ----"-'"'-'-------------------------------� ---- GL051NGA55EMBLY. GARAGE I �'- ----------- --- -- --- V w i�ARDWD.FLDgRING EXISTING `; 36 3/16 18" 3 " 24" 35 /4" 1 }' \ I / 1"X2"PINE EDGING. r VAU�I;ED BEADBOARD CEILING WALLS TO /� - EW WALLS AND BOILER I p �N �y� I BE REMOVED V L. i- ROOM GEILING TO RECEIVE cl 72 3/16" 59 7/8" 26 7/8,. Z W \ p LAYER OF 5/8"TYPE'X' 1 O -� W ;�'L w I '� I POST N GYPSUM BOARD - -� I ELEVATION A 1 /2n - 11-0n Z - - - - - - - - - - - - - - - - - - - - - - - - - _ __ __ � 3-13/4 X16�LVL5TRUGI�URALRIDG� _ - - - - - - - FFAj p � - - — .� Q �y,g - +�_ 2' X 4'0 RE o * PATCH ALL ORIGINAL RADIATOR HOLES IN X, m HARDWOOD FLOORING THROUGHOUT THIS FRIDGE I I Ni u- DP TT G I IR N I O 'n .0 4"X6" 1-- T --1 , lj nHY4H, f ' / I w vTX SPACE AND EXISTING BEDROOMS.SAND AND _ �►REFINISH ALL EXISTINGHARDWOOD FLOORSP05T REF N �'- '�'� I ° FAM ILY , ��4�� L J ° t U.t O O WITH ONE GOAT OF OWNER SELECTED STAIN I EX.FIREPLACE - - - - - - - - I O a z AND TWD GOATS OF SATIN FIN15H w I I I I I o " ROOM TO REMAIN t' r IGb EEFlG1E a - _ = O POLYURETHANE o Z I'- I� - -I � I ; ; I X � a I I X 2 I I GAS FIRED HOT m I i i I iv /wA ER HEATINGS STEM I -' I iv I I V I , , NEW STONE VENEER- 01 X �j ,u v , , ; AND b0 GALL9N HWH w Z N I - - Q I I SURROUND AND _ I FkOVIDE NEVFRE H AIR o 0 0 0 `� I LIVING A►ND DINING ROOM - I '� z , ' ' I 'r�TAKE FOR EW OILER _ Lu ►- w N RAISED HEAKTM�- i[1 - l!1 �t w w I I I PER GO °D °' 1 314"X 14" VL STRUCTURAL EEA�I 15 'I 5 CODE Ln 4" - < - - -I -I- - = - _ 1 - - - - - - - - - - - - - o I v d- I NEW DIRECT `r w POST - - w - - - - -}-I - - FOS t7v 4' G a I A A VENT GAS FIRED KITCHEN - - - _I 1� I S La I� 1'-7" FIREPLACE I �© -- i I SH Eft H H.lly t- I > _ w Ln I 5'0 LL LOUV LD I S ' ; I O W W W W to til 11Fr Ln ul Lu It !Y 11 DAN SINK I. I �n I p Z A A _ I I Aro "2-2"X8"HDR. 2-2"X12"HDR. 2-2"XS"HDR " O � Z-419ST- -- - _ Jam- -� z � _ O O --------------------- --- --------------------------- _ (2)TW26310 RELOCATE EXISTING 8'0"SLIDE (2)TY-42421 FWHg068SASR / (2)2'6 '8 PD � BALK-I N -- - - --�_ II _ SINK 0 W W to to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � G RAMIG 1 _� } A } } o p FLOOR 8.BA E I -� to W N W W - - - - - - - - - - - - NEW STEP M5ET �- DW 1u nc NEW STEP X GLC.@ 8' '- - TO GRADE TO GRADE AP AROMA IG I I co SD GEQAR ON ALL L, m A � FLOOR AND CEILING � - - q"F}IGH X 1'-0" DEP W 0 PPED _ `m m �_ i- un n I „ �i �� 501�FIT SET d- I Q m �t 'I b (of-2 4 wS-2 4 5 6! 7'-3"A.F.F. = I 83" 2T' 48" N � / I w I 36" 32" 39' 24" 36" PAST I O 6"�tIGH X 1'-6"DEEP X I O I DROP�E�50FFIT N I X w / I w I EL EYA�T I O N S 1 /211 = 11-011 z UNDER ALONG PER ETER m V / SEPARATE RAIT _ I WALLS SET 8-rA-. :F- - - - - it o (SEE DETAIL 1) CONTRACT X I i MASTER LL I I BEDROOM I I I G _T �411cv II 2 XS"-16"O.G HARDWD. FLOORING I R O FLAT GLC .@ 10'-b" I RAFT I N FAN ROOF / ° o Z cA RAFTERS I 2"xb"-NFIN EI D.C. I ( ,n W w JOISTS I I < zIN5 W_ ate'I } Qj / oca � �ill7 < / X: _j 11-- I rLu / I I < �--- W ua <C Z - - - - - - - I V . Z u- � i ®° mmm Z - let 2-2"xa"HDR I I I I r I V O V I \ GX74 GX14 / I J D~C SHEAR WALL / EGRESS EGRESS W < N J t- HOLDOWN - - � - - - - - - - - — - - - - �- - - HEAR m — STALL O ��, HDL OWN a-- SHOWER EXISTING SHOWER ENCLOSURE.REINSTALL AT - N COMPLETION OF PROJECT co m +F'" Al W K 2'-10" 11'-q" 10'-10" 2'-8" 12'-1" 4'-8" 2'-11" 3'-8" 13'-1" 3'-3" ' b.. 20. b,.I I r� 12" 18" 27" 27" 1 I_ 21'-0" ELEVATION G 1 /211 = 11-01' ELEVATION D 1 /211 = 11-01 11 _ 1 1 KITCHEN ISLAND LAUNDRY CLOSET ENTRY LEVEL FLOOR PLAN 1 /4 -1 -0 REFACE EXISTING BRICK r— — 7T — — — — — — — — -F- - _'c 71 CHIMNEY IN NEIN STONE \ �- EXISTING CUPOLA (BELOY4 ROOF LINE) I / I-, TO REMAIN 12 _ s _ - COPPER FLASHING I I I �OOWNER LOCATED `^ SWITCH RIDGEMA5TER ROOF PENT — — — N G P E F "JOI NI -77 DRIVEMY �•"" �'�� E 5 I� LI / LIGHTS / \� � GFI / I / 4444 4444 — 44 44 - 4444 - - G 5 P E \ O / M I \\ o � / - - 4444 — — ry GFI � zI I �• I 041 I In Q V \\ I M I N \ / z v - - - - - - - - - - - - - - - - - - - 4444-� - I W L- - - - - - - - - - - - - - - - - - - - - - - - -�� I �✓ `� _ - - - - - - - - - - - - - - - - - - - - NE5T ELEVATION 1 /411 =11-0' I q / ► W o I ° J I N z Z vGFI I I \ I O II F' II FI / \ ROOF/ CEILING CONSTRUCTION Ell 12 NEW DIMENSIONAL SHINGLE ROOFING- GFI 1 ENTIRE RESIDENCE I � � I R / I ( N I Lu Lu �- Lu WINTERGUARD MOISTUREPROOF k \\ M� //O R �° I f V } >T MEMBRAINE ALONG PERIMETER AND I GFI GFI0 Wit - - - I - - VALLEY LOCATIONS. 15#BUILDING PAPER Lu �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I O 3- 1 3/4 X 16 LVL 5/8"COX PLYWOOD SHEATHING STRUCTURAL RIDGE 2"X 10"-16"O.G.RAFTERS R-30 F.G. INSULATION(5LPD GEIL.) ELECTRICAL LEGEND 3- 1 3/4"X 14"LVL STRUCTURAL BEAMS 1/2"GYPSUM BOARD SYMBOL DESCRIPTION FI 3/4 AZEK COMPOSITE V-JOINT WAINSCOTING ( I � �/�'■ -� W ED TO EACH RAFTER WITH SET PERPENDICULAR TO ROOF RAFTERS IN LINE CEILING MOUNTED SMOKE DETECTOR/ sRv _ Z REIL R A MINIMUM OF 4"ONTO CONTINUOUS VINYL SOFFIT VENTS O °° CARBON MONOXIDE DETECTOR PER CODE I 1 I I � O REOUIREMENT5 F= 6*656R5452 P). AND NEW ALUMINUM LEADERS AND I I < Q RAP INC GUTTERS. NEW LEADERS DOWN TO i I I �• -1 ua SPLASH BLOCKS CEILING FAN I I � p NEY4 YVA�LL CONSTRUCTION Lu o ~ I ;I NEW CEDAR PERFECTION SHINGLES-'i"EXPOSURE � CEILING MOUNTED VENTILATION FAN � I I ( O _ 15#BUILDING PAPER CEILING MOUNTED LIGHT FIXTURES:5URFAGE/PENDANT, I \\ I I O Q - 5/8"COX PLYWOOD SHEATHING MP RECESSED,MOISTURE PROOF,LOW VOLTAGE WALL MOUNTED LIGHT FIXTURES:FLUSH _ R-19 FIBERGLASS INSULATION ® MOUNTED MLL SCONCE TO OWNER I I I 2"Xb" lb"O.G.STUDS CHANDELIER LIGHT FIXTURE LOCATED 1/2"GYP5UM BOARD SWITCH 0 FLUORESCENT LIGHT FIXTURE 1 I EX. 1ST FLOOR CONSTRUCTION I � / FINISHED FLOOR AS NOTED � 240V RECEPTACLE y� �� NEW 2"X10"-16"D.G. FLOOR JOTS II ILII EX.3/4"COX PLYWOOD SUB-FLOOR GFf 11�l 11 11 I II ILII- _ - R-30 FIBERGLA55 INSULATION(CRAWL) 110V REGEPTAGLE5:DUPLEX,WEATHER PROOF,GFGI, 1111= ILII II 1= 8 CONCRETE BLOCK „ OI T5 GABINETMOUNTED,QUADRUPLEX \ ` , W W �w� I II Il ll�if II I FOUNDATION WALL WITH 2X10 16 O.G.J 5 ® I"` , In E X I S T I G RArY�I L N E r ORA I 1 11 I I 1 i Ell 11 l j GORES FILLED SOLID. $ '$ `$ SWITCHES:SINGLE POLE,3 YVAY,4 YVAY W ll� 1 I I Iq 11= I _ / \ _W _ _ N �I IIT ' :l'•. 8"HIGH X 24"WIDE CONCRETE _. II I $'$ 5YHITGHE5:DIMMER,TIMER —�— — 1 — — — — — — —� — } y W W III II��I�II !' FOOTING WITH 3-#5 BARS W W 1 11 1 I-I>I 111THID 11 CONTINUOUS AND HOOKED SP CEILING MOUNTED SPEAKERS Z q p I L I I I I VERTICAL#5 BARS 32"OG. o o < 4 I I I_�11-911�J�I��i_I r `Sg°�`� T� WAL.L JACKS:GATS,GATS+TV,N/GABLE 111 I F u _ n iL LL q q II I' g TELEPHONE JACK ELEGTRIGA�L PLAN 3/16 1 -0 �n W W W W ls) lj) OR055 5EGTION 'A-A' 1 /4 �— 1 '-O' Q THERMOSTAT w N W W ® 4 DOOR CHIME,DOOR BELL BUTTON V V ELECTRICAL BREAKER PANEL Ep — — Ln Ln Ln UNDER CABINET LIGHTING W .n V X V SURFACE MOUNTED CEILING FIXTURE ~ ` WITH LENS < (h m r MINI-GAN RECE55ED FIXTURE Q 'm � SINGLE PLY MEMBRAINE RUBEROID ROOFING-TORCH APPLIED- r.S. PORCELAIN SOCKET AND PITCHED AT 1/12 SLOPE 4% OVERHEAD DOOR MOTOR O C14 (t) q 30#BUILDING PAPER O 5/8"COX PLYWOOD SHEATHING ROOF/ CEILING CONSTRUCTION = ROOF/ CEILING CONSTRUCTION 2"X 10"-16"D.G. 12 12 NEW DIMENSIONAL SHINGLE ROOFING- NEW DIMENSIONAL SHINGLE ROOFING- ENTIRE RESIDENCE _ RIDGEMA5TER ROOF VENT ROOF RAFTER 1 � 1 ENTIRE RESIDENCE WINTERGUARD MOISTUREPROOF _- - - - WINTERGUARD MOISTUREPROOF _ MEMBRAINE ALONG PERIMETER AND - - MEMBRAtNE ALONG PERIMETER AND .D VALLEY LOCATIONS. - VALLEY LOCATIONS. O 15#BUILDING PAPER 15#BUILDING PAPER Z •- V 3- 13/4"X 16" VL 5/8"COX PLYWOOD SHEATHING - 5/8"GDX PLYWOOD SHEATHING 'n LU v 2"X 10"-1 b"O.G.RAFTERS ETAIL A-4 2"X 8"-16"O.G.RAFTERS v W STRUCTURAL DOE X Q/ F- R-30 F.G. INSULATION(5LPD GEIL.) TION 2„ „F�pT - R-19 F.G. INSULATION(5LPD GEIL.) '`�. Z = 1/2”GYPSUM BOARD 1/2"GYPSUM 80ARD Q.. V LU d' V 3- 15/4"X 14"LVL STRUCTURAL BEAMS 3/4"AZEK COMPOSITE V-JOINT WAINSCOTING GLC.J5T5. CONTINUOUS VINYL SOFFIT VENTS 1 1 }7 ~ SET PERPENDICULAR TO ROOF RAFTERS AND NEW ALUMINUM LEADERS AND i.�"� L+ CONTINUOUS VINYL BOFFIT VENT5 GUTTERS. NEW LEADERS DOWN TO V �"� Z !Lu LL O AND NEW ALUMINUM LEADERS AND z SPLASH BLOCKS H NEYq Y�IA�LL CONSTRUCTION ,J < O � 4"x 18 G GUTTERS.NEW LEADERS DOWN TO w \ Z .D tL ATTACH SPLASH BLOCKS v NEW CEDAR PERFECTION SHINGLES V �, v 2 10"- WITH(2) 5 R T NEYV YVArLL CONSTRUCTION IL 15#BUILDING PAPER !EW STRAP A 141 U F T N 5/8 COX PLYWOOD SHEATHING NEW CEDAR PERFECTION SHINGLES J JOI WALL/B N E U E I O ?- W 15#BUILDING PAPER O R-19 FIBERGLASS INSULATION Lu C4 -_j 1' m b-#b 5GR 5 P) - 5/8"COX PLYWOOD SHEATHING :o Q 2"X6" lb"O.G.STUDS (� %a 1117 R-19 FIBERGLASS INSULATION o 1/2"GYPSUM BOARD T- In Lj I I I T-T-1 11 1 1 p E;�r I I I I 1 2"Xb" lb"O.G.STUDS SOLID BRIDGING AT r NEY�I 1ST FLOOR CONSTRUCTION 1/2"GYPSUM BOARD Lj 11 1MID5PAN FINISHED FLOOR AS NOTED j 'H 188888888888 - EX. 1 ST FLOOR CONSTRUCTION EX.3/4"COX PLYWOOD SUB-FLOOR ' ` FINISHED FLOOR AS NOTED 88880=888 888 8888888 R-30 FIBERGLASS INSULATION(GRAW',L) NEW 2"X10"-lb"O.C. 11 II 1. ,� a n I Iii 1, 1 u�ii�n�u� NEW R-30 FIBERGLAS �71�11 �11 EX.3/4 GDX PLYWOOD SUB-FLOOR IIIIIIIIIIIii- - -i NEW 2'X10-16'O.G. 2"X10" 16"O.G.JOISTS FLOOR JO I I ILII- =t' II IIS II F NEW(3)2"X8" FLOOR JOISTS Il l I INSULATION 111 I l I I I I ISI R-30 FIBERGLASS INSULATION(CRAWL) I I I I I�I- '::..,` I I I f l i I I I- I � II �II 11 11 1 2"X10" lb"O.G.JOISTS SII I U ur HERDER -,: A 11� 1 II I I 11 1 EXISTI G RAtY�IL NENG RA �I�I III�I iI II I Il f II I II 11 11 . _ NEN CR,�M �111�� _ FOUND TION Y4 LLY LII- II SII- - ; F FOUNDATION WALL WITH ��II�� IIIJ 2 5GREED GOA - I IIIIk GORES FILLED SOLID. ISI IIIIIIIIII -.. . , II I I �I III- ILII I II IIS II�I �II '' ISI I II �u � n 1 II ALIGN ALL NEW FOOTINGS L_jI, I II I �• ��_-�MF 1' _' =�:'�'�� "il�ll ,_�::,#;-� I 8"HIGH X 24"WIDE CONCRETE I� I mil II III I I� 1 I e l l l l �'- I I- I I I I I I I I FOOTING WITH 3-#5 BARS it II u�u cul WITH BOTTOM OF EXISTING I II i 11 u r X11 1 u i �I- IlEill ILE I y i I II�II�II�I ILII -- CONTINUOUS AND HOOKED I�l i I I I I 11 I_ VERTICAL#5 BARS 32"OC. �� I III-1111- I I I�I 1 III I II Dill 1�1= OR055 5ECTION '5431 1 /4 =1 '-0' OR055 SEG` SON 'C-G' 1 /4" 1 '-0" REFACE EXISTING BRICK CHIMNEY IN NEV4 STONE EXISTING CUPOLA z (BELOW ROOF LINE) Ln TO REMAIN X NEW GAF TIMBERLINE O ® ® ® SHINGLE ROOFING PERFECTION SHINGLES FIN I AtPffRELU 4N - ' - - - ALUMINUM LEADERS 5 - - - - - - - - - - &GUTTERS =EID ' ' ' G 5 L B L - D _ _~ - O _ - O SHUTTERS _ _ REMOVE EXIST.BRICK VENEER _ _ _ _ _ _ _ _ DOWN TO BRICK SHELF,AND iFLFAY4H3168A FWH - _ _ CJ L - - _ _ - INSTALL NEW OWNER SELECTED STONE VENEER in (� Z42 E-2 SZZ LU d3 - 0/ NEW 3b"HIGH TREX c j �"' HANDRAILING I N z W r�— — — — — — — — — — — — — — — — — — — — — — — — — — — --� L- - - - - - - - - - - - - - - - - - - - - - - - - - - -� .- NORTH ELEVATION1 /411 =1 '-0' W � z z < v `° REFACE EXISTING BRICK CHIMNEY IN NEW STONE(TO - BELOW ROOF LINE) EXISTING CUPOLA O 12 TO REMAIN W RIDGEMASTER ROOF VENT NEW GAF TIMBERLINE Lu Q SHINGLE ROOFING °' O Q � O Q"HI X 1'-0"DEEP D PPED z � V L U11E R, I I I I I I I I I I I I I I 0 ?NNERSUPPLIEIP Q MEDICINE J GABI N ET5 O O ALUMINUM LEADERS z � < 2 FTFI &GUTTERS UJ E b"HI T NEW CEDAR 211 . 1,4H 4DI�Ir, _ PERFECTION SHINGLES __ __ 1 7 - 4- - - __ I NEW OWNER SELECTED o L L V STONE VENEER J.L 0 0 �� o Q Q Lu w 1 1 38" 16" 1 _ 12" 24" 12" 12" 24" 12" W W In 0) L�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -� w w WE rz } } w w - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - -- - - z W_ W_ o A IY V z z MASTER BATH ELEVATION A 1 /2" = 1 '-0" o o A A EAST ELEVATION 1 /4 =1 '-0' > W W o o W � � N w w W to in Ln in N C4 Q m r v EXISTING CUPOLA - REFACE EXISTING BRICK TO REMAIN - CHIMNEY IN NEW STONE(TO BELOW ROOF LINE) 3-3/4"CROWN O (V m d' In ��-.,_._, _~ NEW GAF TIMBERLINE ® ® ® ® SHINGLE RODFING TEMPERE GLASS�� OWNER SELECTED Z' ate- dJ V DECORATIVE BORDER W V � W N 15 A T E } ® LEADERS &GUTfERS � H I III r7l F, < � a W < Z 1(2)IT1 J O � Q I I I I ISWIN16LOS I FTT_ 1 11115 G E 5 NEW CEDAR o> WE < .�-" ~ ELOGATE EXI TING 8'O"SLIDE H PERFECTION SHINGLES —'- i Lu < J W 94b8SA5 8p" 6" 24" 30" C4 O I LL= ry In MASTER BATH ELEVATION B 1 /2 11 = 1 '-0" W K ,�- - - - - - - - - - - - - - - - - - - - - - - -1-, - - - - - - - - - - - - - - - - - - - - - - - - -� SOUTH ELEVATION 1 /4 X� < O FTTT XI GU O A B NE D HI F !!1 w dZ) V TT ui - u-► z _ w z - _ - �— - V m � � Q TTFI - F w U.1 E E TI O' T v - _. -;NEW`51NGLE PLY.-..-:- . `'._`,--;•",.:..� � — - z pt/ e— w Q - - - -- In Li - A SINGLE PLY MEMBRAINE RUBEROID O - - I- O LLLI ❑ AND PITCHED AT 1/12 SLOPE <._. 30#BUILDING PAPER w - — — — — — — I — — — — — — — — / -: 5/4"COX PLYMOD 5HEATHING –NJ Lu ILIL1 1! z 1— O Ll }Ll o 1 - - - - - - - - - -R -T =J �` P TION OF 15 IN Rp, F U T RE Lu O co ~ LLL I 1 i 1 � N i W W 5 ON 12 ROOF \ I I I \ W W N � 1 `� \ I I I I W_m a IZo � z W_ W_ z z ` \ O oo < < 1 � � 4"x 6" I I I I •— L- L- q q \ 1 - - PeST- - - - - — - - - El F" ST" I I 1 \ I 1 - - - - - - - - - - - - - _ _ _ _ _— _ q Q W W \ / I- - - - - - - - - \ 1 ON 12 ROOF 50 12 OF w w` 1 � w w m m m \ I / x4"x b" I m m � r- m — — — POST 4"x18 GA FLAT STRAP ATTACHED TO EACH RAFTER WITH (2)#6 SCREWS. RETURN 1 5TRAP A MINIMUM OF 4" ONTO P05T WALL/BEAM AND SECURE WITH .� 1 6-#b 5CREW5 (TYP). 1 ON 12 ROOF 50 12 OF 4..X6 - - - - - - - - - - - - P05T - - - - - - - - 4„X6. 5 ON 12 ROOF POST o \ 1 I dzj o \ C z - v lu .ted. tu I14 b" tu 11I n F— z o POST — — ,2'X12"�RR — — — — — ii•. V } }' V 4„x 6r Lu < POST POST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 < w w z - - --- I A l < O < METAL 5TRAPPING PLAN 3/16"=1 '-O" I I I w � C4 I I I I I � C4 � � o tn � �� _ < I IIS ROOF PLAN 1 /4 -1 -0 W HARBOR LIGHT5 DRIVE AMERICAN WOOD COUNCIL CONNECTION DETAILS Z TABLE 3.1 NAILING SCHEDULE FOR STRUCTURAL MEMBERS 1.ALL FRAMING HARDWARE 5HOWN ON THESE PLANS,UNLESS OTHERWISE NOTED 15 SIMPSON 5TRONG-TIE. ' JOINT DE56IPTION NUMBER OF NAILS NAIL SPACING NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. ROOF FRAMING 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE,ANY FRAMING RAFTER TO TOP PLATE 9TOE NAILED) 3 PER RAFTER HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER/ O CEILING JOIST TO TOP PLATE(TOE NAILED) 3 PER JOIST CONTRACTOR A55URING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. 100.00' S b400510" E 100.00' CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) 7 EACH LAP • CEILING JOISTS LAPS OVER PARTITIONS(PAGE NAILED) 7 EACH LAP 3.ALL SPECIFIED FASTENERS TO BE INSTALLED PER 1N57RUGTION5 OF THE SIMPSON STRONG TIE WOOD COLLAR TIE TO RAFTER(FACE NAILED) 5 PER TIE CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR FIN15H MAY CAUSE • BLOCKING TO RAFTER(TOE NAILED) 2-80 EACH END THE CONNECTION TO FAIL. 160 FASTENERS(8 GAUGE @ 31')ARE COMMON NAILS AND CANNOT BE ^ • RIM BOARD TO RAFTER END NAILED 2-160 EACH END REPLACED WITH 160 SINKERS(9 GAUGE @ 31')UNLE55 OTHERWISE NOTED. WALL FRAMING 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. TOP PLATE TO TDP PLATE FAGS NAILED) 2-1 6D ' PER FOOT HURRICANE CLIP POST TO GIRDER 0 o TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-160 JOINTS-EACH SIDE 5.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END o � STUD TO STUD(FACE NAILED) 2-160 24"O.G. AND THE HEADER SHALL NOT EXCEED 14 PER A5TM TEST STANDARDS. H2.5A @ 16"O.G. SIMPSON STRONG TIE AG- HEADER TO HEADER(FACE NAILED) 160 16"0.6 ALONG EDGESFASTENERS:5-SD 4(MAX) FASTENERS: ,,.• "'°°'°<<, N II N 6. FOR HOLD DOWN5,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 T01 TURN WITH WRENCH W1TH 12-160(BEAM) '•pC " , W 3-160 PER 2X6 STUD TOP OR BOTTOM PLATE TO STUD(END NAILED) 2-160'" PER 2X4 STUD CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE.CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. . •' " ' '••, ' 8 AbD POST '; Q . *IA '. • } lu- 4-160 PER 2X8 STUD SIMP50N 6516 STRAPPING INSTALLED Q cj EX. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, W/TOTAL OF 160 NAILS PER STRAP = (� IIS DRIVEY`IAY ENDJOIST OR BLOCKING(FACE NAILED) 2-16D' PER FOOT EACH SIDE OF TOPHEADERS STRAP TO A FLOOR FRAMING ° ° ° READUN ER DOWN M TOP CEo STUDS °� ? JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-80 PER JOIST ;•..;��g0 ;R,� BRIDGING TO JOIST(TOE NAILED) 2-8D EACH END DOUBLE PLATE , WE BLOCKING TO LOIST(TOE NAILED) 2-80 EACH END ,�• �, '•.,, •'•.•`••••, LL! NEW BLOCKING TO SILLOR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK. FULL P BLUESTONE REMOVE LEDGER STRIP TO BEAM(FACE NAILED) 3-160 EACH JOIST Ham , X. 5 WALKWAY EXISTING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8D PER JOIST ` ` = STUD v T • i TR FROF05ED FRONT BAND JOIST TO JOIST(END NAILED) 3-160 PER JOIST P05T BA5E RIDGE tlKTUD 5BAND JOIST TO SILLOR TOP PLATE(TOE NAILED) 2-1bD PER FOOT PAGE MOUNT HANGER STRUCTURAL RIDGE ,,,► Ln ■ ` PORCH ADDITION SIMPSON STRONG SIMP50N STRONG TIE:LUS25 SIMPSON STRONG TIE SIMPSON STRONG TIE WITH W V ' ROOF SHEATHING TIE#ABA44 FASTNERS:6-100(HEADER) CATHEDRAL GEIL:(R- GEIL.COLLAR TIES Lal 32"O.G. a STRUCTURAL PANELS 8D b"EDGE FASTENERS:b-100 4-10DJOIST) R) FASTENERS: GS-20X 18"MIN. HEADER CONNECTION DETAIL (n A DIAGONAL BOARD SHEATHING 12"FIELD MIN_ 4-10DX 1 1/2" FASTENERS:18-100 O 1"X 6"OR 1"X 8" 2-bV PER SUPPORT z _ 1'X 10"OR WIDER 3-80 PER SUPPORT LU PROPOSED INTERIOR CEILING SHEATHING E GYPSUM WALLBOARD 50 COOLERS 7"EDGE/10"FIIELD ' 5 ALTERATIONS WALL SHEATHING } FRA r' STRUCTURAL SHEATHING Sp b"EDGE QQ °o a • NEW FIBERBOARD PANELS 12'FIELD MIN,. oo O m GANTIL RED 7/16" 6D 3"EDGE/6"FIELD 4 ° lu GAS FI PLACE EX./PROP. 25/32 8D 3"EDGE lb"FIELD PPe III o • I LW- z Z 5/Y = 11, GYPSUM WALLBOARD 50 COOLERS 7"EDGE/10"FIELD o ollJ '< HARDBOARD b"EDGE 12"FIELD < V BRICK PATIO PARTICLE BOARD PANELS 8D O a AND DIAGONAL BOARD SHEATHING SD 6"EDGE 12'FIELD ADJUSTABLE HANGER STUD TO TOP PLATES STUD TO BASE PLATE HIP CORNER PLATE HIP RAFTER Q Q WALKWAY PROPOSED ONE 1"X VOR 1'X 8" 2-8D PER SUPPORT SIMPSON STRONG TIE #RSP4 @ 1 b"O.G. SP1 32"O.G. SIMPSON STRONG TIE(HOP) SIMPSON STRONG 1"X 10"OR WIDER 3-8D PER SUPPORT (H2.5A) LSSU28- FASTENERS: FASTENERS: HGP2-2"X MEMBER SIZE TIE#1_570 FLR TO FLR CONNECTIONS STORY WOOD FRAME FLOOR SHEATHING FASTENERS:9-100(FACE) TO PLATES:4-8d X 1 1/2" 4-100 PLATE b-100 STUD FASTENERS:b-10DX 1 1/2" FASTENERS: 12-100 0516 STRAPS @ 32"O.G. ADDITION STRUCTURAL PANELS 5-10X1 1/2"(JOIST) TO STUDS:4-8d X 1 1/2" HCP4-4"X MEMBER SIZE FASTENERS:22-100(TOTAL) 1"OR LE55 80 b'EDGE 12"FIELD FASTENERS:8-100 GREATER THAN 1" 100 6"EDGE 6"FIIELD DIAGONAL BOARD SHEATHING 1"X b"OR 1"X 8" 2-80 PER SUPPORT Lu LU Lu V } 1,- 1"X 10"OR WIDER 3-80 PER SUPPORT 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE.IF WALL SHEATHING 15 NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, Z NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS O Lu Q SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. s 2.WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF u aNAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1bD NAIL PER FOOT. O Z Lu r + O J LU PYVDR. IL It p/ w M. BATH _ - 2,. 2.. KITCHEN Z O Q ac ZONING DATA: - -r -1 I _ RM. LAU N D RY E 2.' } -.� in r� �' -- � O In EXI5TING PROP05ED TOTALS I I LAV I LAV I LAV WASHER SINK D W < In In ,-: I I I z i� z cv cr LOT AREA 20,000 SOFT. ~ TOTAL RESIDENCE 2,280 SQ.FT. 675 5Q. FT. 2,955 SQ.FT. 1_1 // ( I Lu O p ' ,.•�� WG }nIG COPPER , �/ � O BLDG AREA: PORCH 220 5Q. FT. 5 5Q. FT. 225 50. FT. iC.Yq.LIN TOTAL FLR. AREA: 2,500 SOFT. 680 50. FT. 3,180 50.FT. ` I I SH I y I ____ TO % COVERAGE 12.5% 3.5% 16,0% N 64°05'10"W 100.00' FRONT YARD 55.0' NO 3,. 2" 1 1/ " 3" 1 112" 1 1/2" 51DE YARD 11.0715.0' NG 26.0'AGGREGATE 4"PVCj GO C,0 4"PVC REAR YARD 101.0' 79.0' 4"PVC 2"PVC HEIGHT TO RIDGE 15.5' NO GO 4" PVGI WASTE LINE TO w w „ - ' " EXI5TING 5ANITARY SYSTEM. 7 :3 SITE PLAN 1 - 20 -0 W ILI> Lu WWrzW_ z re W_ 0 Q PLUMBING 50HEMATIC O o W z z INSULATION: A A w w 1. INSULATION IN THE EXTERIOR WALL5&GEILING5 OF ALL HEATED SPACES SHALL BE ELECTRICAL: } w w m Lo GENERAL N T5 SPECIFICATIONS•. > ,. ,: FIBERGLASS BATTS,SIZE INDICATED ON DRAWINGS,WITH A VAPOR BARRIER ON THE HEATED SIDE. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM W c!) >cn W W 1.ALL WORK TO BE IN COMPLETE ACCORDANCE WITH THE 2010 EDITION OF THE RESIDENTIAL DEMOLITION / SITEY40RK: 2. PACK ALL SPACES AROUND WINDOW5,DOORS&BEHIND JUNCTION BOXES WITH INSULATION. TO STATE,LOCAL AND LIPA REQUIREMENTS. WE N rz CODE OF THE STATE OF NEW YORK AND ALL RULES, REGULATIONS AND ORDINANCES OF THE 1.THE G.G.SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR THE ALL BATTS MUST COME IN FIRM CONTACT WITH TOP& BOTTOM PLATES OF WALL STUD SPACES. 2. PROVIDE THE OWNERS AND THE LOCAL MUNICIPALITY WITH A NGBFU CERTIFICATE TOWN OF SOUTHOLD. DEMOLITION, REMOVAL&DISPOSAL OF CERTAIN PORTIONS OF THE EXISTING ONE STORY 3. INSULATION IN CATHEDRAL CEILINGS SHALL BE INDICATED ON DRAWINGS. CARE SHALL FOR WORK PERFORMED. 2. THE DRAWING5 AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING BE STRUCTURE, UNDERGROUND UTILITIES,PIPING,WIRING, ETC... ON THE SITE AND AS NOTED BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK. 3. UPGRADE THE EXISTING ELECTRICAL SERVICE A5 REQ'D TO ACCOMODATE THE NEW WORK. LU to to In to OMITTED FROM THE DRAWINGS,, NEGE55ARY TO THE PROPER CONSTRUCTION OF THE WORK, INSTALL BAFFLES TO MAINTAIN A MINIMUM OF 1"CLEARANCE. 4. ALL OUTLETS AND WALL SWITCHE5 SHALL BE DECORA DESIGNER TYPE IN WHITE COLOR. ON THE PLANS.RE-CONNECT ALL UNDERGROUND UTILITIES AS REG'D. ALL MATERIAL SHALL I- m cn d- r HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. BE REMOVED IN AN EXPEDITIOUS&SAFE MANNER.ALL DEMOLITION SHALL BE DONE IN ROOFING: 5. RECE55ED HI-HAT FIXTURES SHALL BE HALO#HTIGAT WITH AIR TIGHT HOUSING-!5 WATT WITH c� n cV BLACK BAFFLE OR EQUAL,SUPPLIED& INSTALLED BY THE ELECTRICIAN. cn q' V 3.THE BUILDER SHALL V151T THE 517E AND INFORM THE ARCHITECT OF ANY DISCREPANCIES OR ACCORDANCE WITH THE RULES&REGULATIONS OF THE TOWN OF SOUTHOLD. 1.THE RESIDENCE 70 RECEIVE GAF TIMBERLINE FIBERGLASS SHINGLES IN OWNER SELECTED 6.SURFACE MOUNTED FIXTURES: SUPPLIED BY THE OWNERS& INSTALLED BY THE ELECTRICIAN. FIELD CONDITIONS THAT MAY INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED 2.ROUGH GRADING:SPREAD TOP 501L AND LEAVE SURFACE READY FOR HANDWORK FINISH COLOR. WITHIN THE CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. GRADES SHALL BE SLOPED 70 DRAIN AWAY SURFACE WATER FROM THE HOUSE ON ALL SIDES. 2. INSTALL"GRACE" WATER AND ICE SHIELD AT ALL RIDGES,VALLEYS AND ABOVE ALL EAVES. T SEPARATE CIRCUIT5 SHALL BE PROVIDED FOR ALL APPLIANGE5,5YBTEM5, FIXTURES, 4. THE G.G.SHALL OBTAIN ALL(PERMITS THAT ARE REQUIRED BY ALL AUTHORITIES HAVING " ETC...,AS GALLED FOR OR REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. JUR15010TION OVER THE WORK,. THE G.G.SHALL RUN 2'-0MINIMUM UP EAVES AND OERLAP A MINIMUM OF 18"AT RIDGES AND VALLEYS.ARRANGE FOR ALL NEGE55ARY INSPECTIONS CONCRETE / MASONRY: 8. INSTALL LOW VOLTAGE SINGLE STATION SMOKE DETECTING ALARM DEVICE, INSTALLED IN Z o m yr In 3.AND APPROVALS AND OBTAIN THE G.O.ALL FILING FEES,SURVEY FEES,TEST BORING FEES, 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS,AND SUCH OTHER WORK A5 MAY BE M ALL GUTTERS 15 IN SIN ALL ALUMINUM WITH WHITE BAKED ENAMEL FINISH CONFORMITY WITH SECTION R31'i PROVIDED IN EACH SLEEPING SPACE, IN ANY HALL ADJACENT TO ETC...OR A5 DEEMED NECESSARY OR REQUIRED BY THE TOWN SHALL BE PAID BY THE OWNER5. NECESSARY TO THE DEPTHS A5 SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, MATCHING THE EXISTING IN ALL RESPECTS. A SLEEPING SPACE AND ON EACH FLOOR LEVEL A5 INDICATED ON THE PLANS. 4.ALL VALLEY, BASE,STEP AND GAP FLASHING SHALL BE ALUMINUM OF 16 5. THESE DRAWINGS AND 5PECIFIGATION5 HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF FOUNDATIONS, ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL SOIL OZ.THICKNESS.CHIMNEY FLASHING SHALL BE COPPER. INSTALL ONE LOW VOLTAGE CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL . THE UNDERSIGNED AND 70 THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BEARING CAPACITY A55UMED @ 2 TONS/S.F. G.G.SHALL VERIFY IN FIELD. 5. RIDGE VENTS SHALL BE RIDGEMASTER PLUS AS MANUFACTURED BY MID 9. PROVIDE AND INSTALL EXHAUST FAN/HOOD FOR THE RANGE. FANS SHALL BE VENTED 2.THE NEW CONCRETE FOOTING5 SHALL BE 3,000#@ 28 DAYS TRANSIT MIXED AND 51T ON BELIEF MEET THE REQUIREMENTS OF THE ENERGY CODE OF NEW YORK STATE. AMERICA BUILDING PRODUCTS OR EQUAL. DIRECTLY TO THE EXTERIOR. VIRGIN SOIL. ALL FOOTING REINFORCEMENT SHALL BE INSTALLED A5 DETAILED ON THE 10. INSTALL GABLE TV LINES,GAT 5E LINES AND TELEPHONES A5 DIRECTED BY THE OWNERS. �p b. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN COMPENSATION DRAWINGS.THE NEW WALLS ALLS SHALL BE REINFORCED WITH 2#5 BARS TOP AND FLOORING: PLUMBING' < ,°n O AND LIABILITY INSURANCE IN THE AMOUNTS A5 REQUIRED BY THE TOWN. 1.HARDWOOD FLOORING: 3/4 X 5 1/4 BOTTOM CONTINUOUS.THE NEFOOTINGS SHALL BE REINFORCED WITH 3 CONTINUOUS#5(BARS. " "SELECT#1 OAK FLOORING SET IN DIRECTIONS .Z L v 3. THE EXTERIOR SURFACES OF ALL NEW FOUNDATION WALL5 AND FOOTINC75 SHALL 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES. 7.DESIGN CRITERIA: CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEED EQUAL OR PERPENDICULAR TO FLOOR JOISTS OR A5 NOTED. STAIN- 1 GOAT-WITH COLOR BE EXCEED 110 MILES PER HOUR SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING : 2.5ANITARY DRAINAGE SYSTEM SHALL BE COMPLETE INCLUDING FIXTURES, ROUGH-IN LU �p �3 BE M015TUREPROOFEDWITH ABITUMINOUS BASE COATING PRIOR TO BACKFILLING. DETERMINED.SAND&FINISH WITH THREE GOATS OF POLYURETHANE-SATIN FINISH.SET V � �L .d. W THE AMERICAN FOREST AND PAPER ASSOCIATION#(AF&PA)WOOD FRAME CONSTRUCTION FLOORING OVER ROSIN PAPER.THRESHOLDS TO CARPET OR TILE SHALL BE OAK. CONNECTIONS,PIPING,HANGERS,STACKS,SOILS,WA5TE5,CLEANOUTS,VENTS,& FITTINGS. X WE . WHEREVER z (3 v MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFGM);THE 2001 EDITION. METALS / CONNECTORS / SUPPORTS. 2.CERAMIC TILE/MARBLE: 5E7 IN 1-1/4"MUD JOB.MUD SHALL BE SET OVER WIRE MESH 3.SUPPLY AND INSTALL ALUMINUM VENT PIPE FLASHINGVENTS SHALL BE GANGED r V lU efi 1.STRUCTURAL STEEL TO BE ASTM A36,DETAILED, FABRICATED AND ERECTED A5 AND 15#BUILDING PAPER.ALL TILE AREAS THAT ABUT OTHER MATERIALS SHALL RECEIVE P0551BLE AND ROOF PENETRATIONS SHALL BE LOCATED ONLY AT THE REAR OF THE RESIDENCE. > 1' PER AISG.ALL STRUCTURAL STEEL SHALL BE SUPPLIED SHOP PAINTED. OAK SADDLES.ALL DOOR THRESHOLDS SHALL RECEIVE MARBLE SADDLES. 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED Lu < TABLE R301.20) A5 REQUIRED BY NYS CODE. •� Lu Z LL z GEOGRAPHIC DESIGN CRITERIA 2. FURNISH MISC.STEEL PIPE COLUMNS, PLATES,ANGLES&STRAPS AS INDICATED OR REQUIIRED. FINISH CARPENTRY: 5.ALL HOT AND GOLD WATER PIPES THROUGHOUT THE RESIDENCE SHALL BE HARD TYPE'L' 3. ALL JOIST HANGERS,ANCHORS,POST AND COLUMN BASES, ETC...SHALL BE MANUFACTURED V WIND SUBJECT TO DAMAGE OR WIND BY SIMP50N FOR ALL STRUCTURAL CONNECTIONS A5 REQUIRED OR GALLED FOR. 1. REMOVE THE EXISTING SIDING ON THE RESIDENCE.THE ENTIRE RESIDENCE TO RECEIVE COPPER PIPE.UNDER SLAB SHALL BE TYPE'K'. '- ICE SHIELD AIR NEW CEDAR PERFECTION SHINGLES WITH T'EXP05URE. 6.SHUT OFF VALVES SHALL BE PROVIDED AT ALL FIXTURES.EXTEND OR RELOCATE EX15TING < � � X GROUND SEISMIC LINE WINTER ROUGH CARPENTRY: 2.THE EXTERIOR SOFFITS,WINDOW AND DOOR TRIM SHALL BE AZEK.SOFFITS SHALL BE FROST-FREE H05E BIBS A5 REQ'D TO ACCOMMODATE THE NEW WORK. V v .WEATHERING UNOERLAYMENT FLOOD FREEZING SNOW SPEED DESIGN LINE TERMITE DECAY DESIGN REQUIRED HAZARDS INDEX LOAD (MPH) CATEGORY DEPTH Mop TO 5LT TO TEMP. MOISTURE1OOCONTENT. UMBER SHALL HAVE THE MINIMUM 5TRE55 GRADE PROPERTBE DOUGLAS FIR NO.2 OR BETTER SURFACE DRIED TO A IES: FB 1M OF 1250 PSI, SUPPLIED WITH CONTINUOUS VENTS AND INSECT SCREENS. 7. NEW PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNERS. PROVIDE AN ALLOWANCE N �,j < 1- SEVERE 3 FT. 11 YES NO 3. ALL INTERIOR WINDOW, DOOR CASINGS,CROWN5 AND BASEBOARD MOULDING SHALL H.Y.A.C. . Ile:. In .� W 20 120 B HVY MOD 452 FV=-15 F.B.I., E= 1,700,000 SINGLE USE."ALL LUMBER TO BE 5TRE55 GRADE MARKED AND STAMPED." MATCH EXISTING IN ALL RE5PECT5. Lu < N � m 1.THE HEATING/COOLING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE PLUMBING �D •� O 2.ALL LUMBER IN CONTACT WITH MA50NRY OR GONGRTE SHALL BE OF PRE5ERVITIVE TYPE 4. BUILT-IN CABINETRY/COUNTERTOPS SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. ED .O MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE IN ACORDANCE WITH MANUFACTURERS RECOMMENDATIONS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF SAME. GORE OF NYS. O DESIGN LOAD CALCULATIONS : 2. REMOVE AND LEGALLY DISCARD THE EXISTING OIL FIRED BOILER.CREATE TWO(2)HYORONIC In In PER SQUARE FOOT OF HORIZONTAL PROJECTION 3. DOUBLE JOISTS AROUND ALL OPENINGS AND BELOW W ALL PARALLEL ALL PARTITIONS. 5. CLOSET INTERIORS BY OWNER TABLE R501.4 PER STRUCTURAL WOOD SHALL BE KEPT 2�� HEATING ZONES.THE FIRST SHALL UTILIZE EXISTING DUGTOWRK.THE SECOND SHALL BE NEW. W � TRIBUTARY LOADED BACK FROM CHIMNEYS. DOORS AND YVI N DOY�tS: PROVIDE AND INSTALL NEW HIGH EFFICIENCY PROPANE GAS FIRED BOILER. UTILIZE EXISTING MINIMUM UNIFORMALLY 015TRIBUTED LIVE LOADS AREA IN 50.FT.FORANY 4.GIRDERS OR HEADERS AS GALLED FOR SHALL BE MANUFACTURED BY TRUST JOIST- DUCTWORK AT THE EXISTING BEDROOM SECTION OF THE HOUSE. PROVIDE AND INSTALL NEW (IN POUNDS PER 5QUARE FOOT) STRUCTURAL MEMBER MICRO-LM5 1.9E INSTALLED IN ACCORDANCE WW W WITH MANUFACTURERS INSTRUCTIONS. 1. THE NEW AND EXTERIOR FRENCH DOOR SHALL BE MANUFACTURED BY ANDERSEN ROOF SLOPE 0 T 200 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL 201 TO OVER THE 400 SERIES WITH'STORM WATCH PROTECTION', IN SIZES 5HOWN. WINDOWW 5 AND DOORS FAN/COIL UNIT IN ATTIC ABOVE BEDROOMS AND A NEFAN/COIL 6015EPARATE HYDRONIG USE LIVE LOAD boo 600 SHALL BE SUPPLIED WITH LOW'E' HIGH PERFORMANCE GLAZING,50L LITES, INTEGRAL SYSTEM OVERTHE NEW GREAT ROOM AND MASTER BEDROOM SUITE.THE SYSTEMS SHALL BE EXTERIOR BALCONIES 60 INCHES PER FOOTT(1:3) 20 16 12 OF PLYWOOD AND BE 50 IDENTIFIED BY AN APPROVED AGENCY. FLAT OR RISE LETHAN 4 OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES SHALL INSECT SCREENS AND SCREEN DOORS. EXTERIOR COLOR SHALL BE WNEW ELECTRONIC COMPLETE IN ALL RESPECTS, INCLUDING NEELECTRONIC DIGITAL SETBACK THERIM05TATS. DECKS 40 RISE 4 INCHES PER FOOT INSTALL EXTENSION JAM55 A5 REQUIRED. 3. PROVIDE AND INSTALL A RADIANT HEATING ZONE OFF OF THE BOILER IN THE MASTER PASSENGER VEHICLE GARAGES 50 b. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED, PLUMB,LEVEL&TRUE,WELL SPIKED„ BATHROOM,COMPLETE WITH DEDICATED THERMOSTAT. (1:3)TO LESS THAN 12 16 14 12 BRACED&ANCHORED TOGETHER TO FORM A RIGID STRUCTURE&TO INSURE EVEN SETTLEMENT 2. THE NEW INTERIOR DOORS SHALL BE RAISED TWO-PANEL-IN SIZES INDICATED. ATTICS WITHOUT STORAGE 10 INCHES PER FOOT(1:1) 1 ATTICS WITH STORAGE 20 &5HRINKING THROUGHOUT.UNLE55 OTHERWI5E NOTED, ALL FRAMING MEMBERS TO BE 16"'O.C. Y�IAILL / CEILING FINISHES: 5PECIALTIES/ALLOYVANCE5: RISE 12 INCHES PER FOOT ROOMS OTHER THAN SLEEPING ROOMS 40 (1:1) AND GREATER 12 12 12 1. ALL WOOD SHEATHING ON EXTERIOR WALLS SHALL BE COVERED WITH ONE LAYER OF 1. ALL WALLS&CEILINGS FINISHED WITH 1 LAYER OF 1/2"GYPSUM WALLBOARD.USE 1/2"THICK 1.THE SUPPLY& INSTALLATION OF BATH CABINETRY, BUILT-IN5 &COUNTERTOP5 SHALL BE SLEEPING ROOMS 30 MINIMUM DEAD LOADS:25 POUDS PER 50.FT. TYVEK HOUSE WRAP.LAP TYVEK MINIMUM OF 16"HORIZONTALLY AND VERTICALLY WITH UPF"ER WONDER BOARD IN AREAS OF M015TURE OR THAT RECEIVE TILE. TAPE&SPACKLE(3)GOATS. UNDER SEPARATE CONTRACT BY THE OWNER5.ALL FINAL PLUMBING, ELECTRICAL&APPLIANCE STAIRS 40 ROOF TIE DOWNS WITH A WIND UPLIFT PRESSURE SHEET OUT5IDE OF LOWER SHEET ON WALL5. 2. ACCE50RIF-5 FOR WALLS&CEILINGS SHALL BE DUR-A-BEAD CORNER REINFORCEMENT HOOK-UPS SHALL BE THE RESPONSIBILITY OF THE G.G. GUARDRAILS AND HANDRAILS 200 OF 20 POUNDS PER SQ.FT.AND TOTAL ROOF 8.ALL WINDOW AND DOOR OPENINGS, SHALL HAVE STUDS DOUBLED ON JAMBS. (USED AT ALL WINDOWS AND 200 5ERIE5 J-BEAD. 2. PROVIDE AND INSTALL NEW PROPANE GAS TANK BELOW GRADE TO ACCOMMODATE NEW WIDTH OF 36SHALL RE515T A MINIMUM OF 288 9.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED 2". 3.NAILS SHALL BE CONICAL HEAD ANGULAR RING DRYWALL TYPE POP RE515TANT WITH MODIFIED HEATING SYSTEM,GAS RANGE AND THE CLOTHES DRYER.THE PLACEMENT AND INSTALLATION LBS./FT. ALL FASTENERS SELECTED MEET OR RING SHANK,OR 5 TYPE DRYWALL SCREWS. NAIL OR SCREW WALLS,SCREW CEILINGS. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL AGENCIES HAVING JUR15DICTION, EXCEED THIS REQUIREMENT AND THE GG SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS. 3.SUPPLY& INSTALL A NEW 50LATUBE MODEL#16005 TUBULAR SKYLIGHT IN THE EXISTING FAMILY BATH. UNIT SHALL BE EQUIPPED WITH THE CLAS5IC VU51ON DIFFUSER. REMOVE EXISTING BRICK VENEER DOWN TO X BRICK SHELF.INSTALL NEW STONE VENEER. EXIST.VENT 25-2" V ' I OL. 241-6" all � I m d - - - - - - - - - - - CONCRETE X24"WIDE INITH 445 BARS M7 AI CONTINUOUS '. ••••• — - - - - - - - - - - - - - - - - - - - - ��••• � i — — — — — — — — — - - ' Q • • � :°> CRAM C �M SPACE � " �'•��: UNEXCAVATED t� I � r•;•rr rrrrnr rr• W DOWEL INTO EX. I 1 — — FOUNDATION WALL WITH#5 BARS 12" VERTICALLY(TVP.) I ( ( I In V / Lu d3 I - - - - - - -- - - - - - - - - - - - - - - - - I I I 1 a-- 2"X10"-16"O.G. _ 2"X10"-1 b"O.G. _ W IN 9� EX. FLOOR 7 EXJ015T5 O .FLOOR f;Y m JOISTS I I I e- - - - - - - - - - - - - - I I Ld CONCRE TE FOOTING I i WITH 54 5 BARS CONTINI JOUS AND C � HOOKEC VERTICAL Q 4"X 6"POST BA 32"OG NEN CRAM SPACE ED O X ABOVE 2"P.G.SCREED GOAT o ti p F- —i Z z x < � Z w EXIST.(3)2"X8"HDR. EXIST.(3)7X8"HDR. I I NEW AGGE55 I 1 TOGRAWL EXISTING UNEXCAVATEDLu * I I W X 24"CONCRETE v � 4"X 6"Y-4000 I Lu } v d' O O POST ABOVE X p v► I I BLOCK PIERS WITH :A O F �yGORES FILLED SOLID N W- o u- p r CSV ',u Ll aL X Lu X O A OC EXIST. w cv 4"X b"WOOD �y I I 24"X 36"X 18"HIGH EX15TINGEXI5TING _ _ _ I ~ �— Q1 VENT z POSTABOVE FOOTING WITH#5 BAR512"OG H ! CONCRETE BILOGK CHIMNEY TO I V }' WAY PIERS REMAIN I I Z w 1 EXIST.(3)2"""HDR. I EXIST.(3)2"X8"HDR. _ EXIST.(3)2"X8"HDR EXIST.(3)2"X8"HDR. I I �/ z I 2" 10"-16"D.G. I EW FLOOR -7 EXISTING CONCRETE BLOCK 4"X b"WOOD 4"X b"WOOD JOISTS V PIER5 POSTABOVE �y I I 0 P05TABOVE I I Z _ - L-4-1-J o I 1a-1 O oo LINE OF EXISTING CRAM SPACE N CANTILEVER N I I EXISTING CRAM SPACE W ABOVE z v II--LINE OF YNIALL Q I I I I I ABOVE NEW AGGE55 I I TO CRAWL I I y5n I I 1 I DOWEL INTQ EX. I 1 DOWEL INTO EX. I I FOUNDATION WALL 1 W W I I FOUNDATION WALL q l I r. I WITH#5 BA"12" 1 � K N 0 Y41TH#5 1 m d I I VERTICALLY(TVP.) BLOCK PRS WITH 12" 3: 5"X24"CONGRETI ( VERTIGALL I(TYPJ I } }Lu Lu W W I I GORES FILLED SOLID 1 1 1 1 Z IY Q Q 8"HIGH X 24"WIDE I I 1 I 1 D O C3 4 4 24"X 36"X 18"HIGH 1- IL L— — — — — — — — — — — — — CONCRETE FOOTING FOOTING WITH#5 1 I ( I W W N N WITH 4#5 BAR5 I I dJ BARS 12"OC EACH } Lu CONTINUOUS MY I 03 I I I pwC N N � w - - I 2"X10"-1b"O.G. - = 12"X10"-1b"O.G. 1 _� I I NEW LOUR / DN FLOOR 1 I 1 Lnin Ln Ln 1 I JOISTS .A X JOISTS 'm `n q- i- I �--LINE OF PATIO AND I I = WALKWAYS ABOVE Elm Co tV m d' Ln NEN GRAM z 1 ALUMINUM BLOCK 4.. 1 0.i I I ( 1 1 VENT WITH I I a SPACE SCREEN I 2"P.G.5GREED GOATco �3 ( ALUMINUM BLOCK L - - - - - - - - - - - - - - - - - - - I I X I VENTWITHINSECT 1 m ( I 50,414 1 I I I I I I I t o L - - - - - - - - - - - - - - - - - - -1 I I I Z I I I I I jW - - - - - - - -+- - - - - - - - - - - - - - - J 1 ~ z - I z GL v w - - - - - - - - - - - - - I uj L < } rte- w � d 10'-5" I v w OC z u- � O d a„ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ~ V `� Ir- 52'-5" "20'-10" ATE tJ..t -� r IF �1 ' Lmud w FOUNDATION PLAN 1 /411 =1 '-0' cn 2"X 4" -16' 06 SUPPORTS I R go LL b'-5" 13'-?" HUNG FROM RAFT 6'-5" 3'-11" 6'-6" 11'-�" b'-2" 9'-10" S'-10" Q REMOVE EXIST.BRICK VENEER DYKES# 155 CKU DOWN TO BRICK SHELF,AND INSTALL NEW OWNER SELECTED STONE VENEER f$' GYI' B �� 2X BLOCKING (TYP. �\ — — — — TW3046 — — — --— — — — TW304b \ • ,,...,..,.., I \ EGRESS I EGRESS 2"X b" - 16'OG .•;� �'• 2-2"XS"HDR. I 2-2"X8"HDR. I m BLUEST NE SURFACING SET 1. �:e�G RELOCATE H05E d IN MORTAR BED OVER4" ••• 1 b O.H. .. BIBB REI FSO R.SLA co :�►�o X d3m p! FYPON TAPERED COLUMN w I N w I RAP GWKT8b157 DETAtIL ,�-1 ITH — — — -�- -�\ — u 1 1-On - O•..•• �;. �%D W38 /� — — — -CRAFTSMAN TYL ASE BEDROOM I BEDROOM — — —I \ •• 2"Xb"-1b"O.G. CO E R " 2"X6"-1b"O.G. SCOTS CEI INC @ ' I I Itn Q EX. EI INC EX. I G I JOISTS BLUE TON SURFAGIN SET in = JOISTS I o IN INF.GONG .SLAB I I (EXISTING DRIVEWAY TO _ _ _ CV ti pwi� � / FLOOR '0"BELOW I 15HED FIR. I p \ I I REMAIN Z a-- 5. KXO / v GLC.Q = 2"�(8"-16" I - O.G. ui I EWR _I / I ?� F ER5 RAFT R5" :o H n - - - - - - - - - - - - - - - - - - - vEXHAUST HOOD � IILL so co / WH PL FWHb068AP R F b06 APR OV 30 NEW 12'W.X 7'H.GARAGE DDDR I L Z z - 1XTi 174''I�fGPf6Lll�t� — _ EX.DR. / 2-2"X12"HDR 2-22"X12"HDR 2-2; 12"HDF - I d I I In V to / X.D \ `o W.G. _ Q \ I / 24' \ ; ; 6,1 51 611 16'411 —� 5o OOLER � � A \\ r �11� EX. R. \ ` I ✓,/� C.T. 00 IN r; INSTALL 5/8"TYPE-X ON HOUSE I so / IF rib \ I 1 1 in sivE OF GARAGE SEPARATION \ I I I // POST CLASSIC N r11 F F 1 I G.F_ �4T I N 6 — — — — — — — — — — — — I I I v. IIf: W nLLs U w \ I I 1 1 - 1L \ z I I ,I 2Ti3 _ — — — AREA — — — 33=1 314"X 14"LVL STRUCTURAL BEAMS — - � REFRIGERATOR in mz " _' wLu IoW \\ a_ X.OR. // o PANT - - - - - - - - - - - - - - - - - - �— 4" � " -pLEY�IPGST - - - - - - - � � I I ® Lu Lu �. ZT I� _ / I .�fl POST it I V DEN \ o v w THERMATRU#510-2'-b"X X Z Ir wI LL.\\ I —I- o ' I pLU � W �o T-0"'13'LABEL HOLLOW w Lu NEW 2'0 X 4'0 LL 3/4"AG PLYWOOD p w I : b8 METAL DOOR AND //��//�� ____ AD = FRAME WITH SELF = DOWN STAIR/TO SHELVING+/-15"OG -------- - +----------------GRA- _ GTV """-----'-'-'------ \ I ATTIC / VERTICALLY.PROVIDE -------cs - --------------- ------- -- -------------------------------- ---ic �------ In ' GL051NG A55EMBLY. GARAGE �j wl Inft ARDWD.FLOgRING EXISTING 363/16"--��18" 3 24" 35 \ I / O 1"X2"PINE EDGING. Uj N Z VAUI_�ED BEADBOARD CEILING WALLS TO " - EW WALLS AND BOILER I p \ / n ' BE REMOVED - ROOM CEILING TO RECEIVE N zuj �n z I 1 1 I GL• .– 72 3/16" 59 7/8" 267/8" \ / p w ; ; LAYER OF 5/8"TYPE'X' O J W „ ( POST n1 GYPSUM BOARD _ I EL EY,�T I O N 1 /2 11 = 1 1-0 11 1 — _ _ — — 3-1 3/4 X 1'b''LVL STRUGIURAL RIDGE_ _ _ _ _ _ _ I I �r �y,e— - - - - - - - - y'= 2' XX 4'0 RAE A - - - - - - - -PATCH-ALL-ORIGINAL - - - - - - - - - - - - - - - - - � - - - - - - - - -- - � — — �� - - - - - - YEp_P11I�L — O — � } m Q o * PATCH ALL ORIGINAL RADIATOR HOLES IN ' ' DPl'hIN STAIR \ `n w O HARDWOOD FLOORING THROUGHOUT THIS 4" FRIDG I n Tp TTG in I O v X SPACE AND EXISTING BEDROOMS.SAND AND r T –1 I ol V 1{y,�I{ f '� I pC " REFINISH ALL EXISTING HARDWOOD FLOORS POST V I O 5'- "�4" I I oO � z �" REF. O — w FAMILY = L-- —' " � LL.I Q O C14WITH ONE GOAT OF OWNER SELECTED STAIN = O I EX.FIREPLACE — — — — — — — — — � — ILL a 2 AND TWO GOATS OF SATIN FINISH .1 I I I I I o g ROOM TO REMAIN r IG4f EEMAERCY — — w 1 - 0 o - - I 1 I x PI�O A1•(E GAS FIRED HOT p 1 O POLYURETHANE ' w I II Xz I 1 < I I N NEW STONE YENEE /� ER HEATING SYSTEM i•, � ' / ANDI6o GALLON HWH w PROVIDE N FRE'5H AIR o 0 0 O z m _ _ d SURROUND A LIVING AND DINING ROOM ;o I � N i I RAISED H \ I�TAKE FOR EW (LER 111 I win — 1 I - - - - - - - AS PER GOD - co ' -1 3/4"X 14" VL STRUCTURAL BEAMS "' tf— N x4"X6" _ < - --I —I— , - -L _ _ - - - - 1 o I In v Lu NEW DIRECT `r POST w RY 4' ' I G = "o it -ill VENT GAS FIRED KITCHEN � � - - —' _ I 5 �� Iz _ � I � w w - FIREPLACE I>t 1 -e SH ESR w H H. " r I Ln m 2 5'0 I- LD I S 1 " I O W W 117 N .o _ 1 1 L�LOUY I 111 W W Lu lu OL OL DN`I I SINK li i I �e two � z /�/ yQ Q 1 I ' 1 - I ,I 1 " I III 1L z z cV I `� 2-7XV HDR. 2-2"X12"HDR. 2-2"XS"HDR. I PD�� -------------- - ==------------------------ - a A / RELOCATE EXISTING 5'0"SLIDE FWHg0b85A5RLu (2)TIN26310 (2)TW24210 — — — — / _ (2)2'b 'b PD 1h1r�LK-I N CERAMIC I I II — — 1 W W In NK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v o NEW STEP Q FLOOR 8 BA E I — (( > > } } NEW STEP — — — — H CLOSET GLC.(c�8' '- - N to W W TO GRADE TO GRADE - APfLY 3/5"AROMA IG I I DW oc CEDAR ON ALL L, so I FLOOR AND GEILI G rA m d F T GLC.(ql 8'-0" 'a DEEP ® Lu tt� tt1 111 �I1 DROPPED _ �- m my- r- u I n 1 1 n u I 11 SOtFIT SET I- I Q (Y1 b b-2 4111 w'3-2 4 5 (>>r T-3"A.F.F. _ � I 83" 27" 48" A � \ - - - - - - - - - - - - - —� W ) 36" 32" �1. 24.. 36.. PATIO 6"IGH X 1'-6"DEEP �I p t] J N � V DROPhI2 SOFFIIT 2 X w / I w I L YAsTION B 1� = �- �� - m UNDER p� I ALONG PER ETER I " V / I I 1 /2 1 O Q - I WALLS 5ET SEPARATE � I (SEE DETAIL Al MAGtE R I I �-TCONTRACT K n " BEDRIIIOOM I 2'7c8"-1b"o.GI � _ I HARDWp.FLOORING I NEW R O 2"Xb'-1b"D.G. I FLAT CLC .@ 10'-6" I RAFT co I < th V NEW RD F o o z cU RAFTERS I 2"Xb"- b"O.G. I I `^ Lu I. w NEN (LING V JOISTS x ° C � �l _ zo J W � N - - - - -- - I V — O z tL � d = mo mm(1) J zo - 2-2"XS"HDR( I I I `U °r V d \ GX14 GX14 / I < J SHEAR WALL / EGRE55 EGRESS I / \ _ _ _ LU . (V r„ co Lu HOEDOWN — — — –L — — — SHEAR — — — —— — STALL — — — — HOL oWN CQ � SHOWER EXISTING SHOWER ENCLOSURE.REINSTALL AT - O ~ COMPLETION OF PROJECT M m WE < ch W 2'-10" 11'-9" 10'-101, 2'-8" 12'-1" 4'-8" 2'-11" 3'-8" 13'-�" �11 201 611 r 12" 18" 27" 27• - 36" 31•' 21'-011 _I ELEVATION G 1 /211 = 1 '-0" ELEVATION D 1 /211 = 1 '-0' Ill _ 1 KITCHEN ISLAND LAUNDRY CLOSET ENTRY LEVEL FLOOR PLAN 1 /4 -1 -0 REFACE EXISTING BRICK — — — — — - -T_ - - _— T� _71 W CHIMNEY IN NESTONE I i- EXISTING CUPOLA - (BELOW ROOF LINE) I II \ TO REMAIN 12 _ _ - COPPER FLASHING \ TO OWNER <LOCATED SWITCH RIDGEMASTER ROOF VENT I I — — — — I N 2 'DA E E G PE F G s° I NG / _ NPI(I I , To Ex. - - - - - - - - -_^-- - - - - - ��:QPGA•• *•� ';, 6 JT E Z5 DRIVEMY LIGHTS I GFI z'� / - - 4444 44 44 - 4444 - - --I •;��°�6 .. - �;�;: Er \ G 5 P / _ _ T 046 � I \\ © / / E 4444 — r4f \I Ly I I I I I I I I I I I I I I L I I I I I I I I L_I I I -T-7-T-I I L-� - - 4444 i 1t1 A V �— w cA m H N {- - - - - - - - - - - - - - - - - - - - - - - --�, I \ I / - z i \ I / _ �� I w - - - - - - - - - - - - - - - - - - - - - - - - -� i �✓ ' , �- - - - - - - - - - - - - - - - - - - - - — - - - 4444 — — - - - = � — - - - — IN5T ELEVATION I O N / " _ '-0' I � i —i m � � � 14 1 , w o ° J t z z < m v GF / "� -- - - - - .FI FI ROOF/ CEILING CONSTRUCTION i I \ CID i 12 1 NEW DIMEN51ONAL SHINGLE ROOFING- I GFI i I MF � ENTIRE RESIDENCE k / �� / w WINTERGUARD M015TUREPROOF / M� // R I 1l.t ` ` } a— MEMBRAINE ALONG PERIMETER AND I GFI GFI GF, V VALLEY LOCATIONS. I - —.— — — — — All Z 0./ r- I Q15#BUILDING PAPER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 3-13/4"X16" 5/6"COX OD SHEATHING WE STRUCTURAL RIDGE 2"X 10"-16"O.C.RAFTERS R-30 F.G. INSULATION(5LPD CEIL.) ELECTRICAL LEGEND I I 3- 13/4"X 14"LVL STRUCTURAL BEAMS 1/2"GYPSUM BOARD 3/4"AZEK COMPOSITE V-JOINT WAINSCOTING SYMBOL DESGRIPTIDN ED TO EACH RAFTER WITH SET PERPENDICULAR TO ROOF RAFTERS IN LINE CEILING MOUNTED SMOKE DETECTOR/ O w ® RECUR A MINIMUM OF 4"ONTO CONTINUOUS VINYL SOFFIT VENTS Se CARBON MONOXIDE DETECTOR PER CODE I I f� z -ft 56R5'qc P)- AND NEW ALUMINUM LEADERS AND REQUIREMENTS I I Z Q A RAP INC GUTTERS. NEW LEADERS DOWN TO CEILING FAN I I I >' < SPLASH BLOCKS Q IU < Q NEYSI V ANLL CONSTRUCTION Fol CEILING MOUNTED VENTILATION FAN I NEW CEDAR PERFECTION SHINGLES-7"EXPOSURE l0 Q CEILING MOUNTED LIGHT FIXTURES:5URFAGE/PENDANT 15#BUILDING PAPER ° RECESSED,M015TURE PROOF,LOW VOLTAGE ` 5/8"COX PLYWOOD SHEATHING WALL MOUNTED LIGHT FIXTURES:FLUSH R-19 FIBERGLASS INSULATION ® MOUNTED,WALL SCONCE TO OWNER 2"Xb" 16"O.G.STUDS CHANDELIER LIGHT FIXTURE LOCATED I I 1/2"GYPSUM BOARD SWITCH I I EX. 15T FLOOR CONSTRUCTION FLUORESCENT LIGHT FIXTURE � L 11X01 NEW 2"X10"-1b"O.G. �II� �I SII- FINISHED FLOOR AS NOTED 240V RECEPTACLE III II IIEiII�I EX.3/4"COX PLYWOOD 5UB-FLOOR GF FLOOR JDIS 5 I I I I I= 110V RECEPTACLES:DUPLEX,WEATHER PROOF,GFGI, Til p I` I�I 9911',ill I II 8"CONCRETE BLOCK R-30 FIBERGLASS INSULATION(CRAWL) CABINET MOUNTED,OUADRUPLEX I Ck �/ISTI G Rl'«' `a1 N E `� GRI��II �I II II�II�II��I�I�II�I FOUNDATION WALL WITH 2"X10" 16"O.G.JOISTS ® � � _ Q /� 1� - I"� 3 I W W I��r=.1 _i. II I l l kl�l� _ GORES FILLED SOLID. $ '$ '$ SWITCHES:SINGLE POLE,9 YVAY,4YVAY I 5WITGHES:DIMMER,TIMER —,� — _� ' 11H IIS I II W W N lit I� III II I II II�I�I�' / _ I��Ir i ISI I IIS! ,: 8"HIGH X24"WIDE CONCRETE �'$ — — — —� — '� W W OC W I` FOOTING WITH 3-#5 BARS Lu IIHEI IIICONTINUOUS AND HOOKED sr CEILING MOUNTED SPEAKERS Z !Y w ll�ll�ll�I I ILII-I" Q 91 I It VERTICAL#5 BARS 32"OG. �I � `sg`�`� T� WALL JACKS:GATS,GATS+N,N/GABLE (_ WE Z Z Q O O 4 Q ELECTRICAL PLAN 3/16" = 1'-0" � I- IL to (a w w Ill��lr- g TELEPHONE JACK } W W In N GROSS SECTION 'A-A' 1 /4 1 '-O' Q THERMOSTAT > > 5: > w W W 0 4 DOOR CHIME,DOOR BELL BUTTON W ELECTRICAL BREAKER PANEL LP — — UNDER CABINET LIGHTING Lu i!1 it1 Ln tf1 1'X V 5URFAGE MOUNTED CEILING FIXTURE m cn Ict t- WITH LENS MINI-GAN RECE55ED FIXTURE Q � (1') 14, d' SINGLE PLY MEMBRAINE RUBEROID ROOFING-TORCH AP LIED- PORCELAIN SOCKET AND PITCHED AT 1/12 SLOPE M OVERHEAD DDDR MOTOR 30#BUILDING PAPERQ O e- tV CnLn 5/8"COX PLYWOODSHEATHING ROOF/ CEILING CONSTRUCTIONROOF/ CEILING CONSTRUCTION Z 2"X 10"-16"O.G. 12 12 NEW DIMEN51ONAL SHINGLE ROOFING- NEW DIMENSIONAL SHINGLE ROOFING- ROOF RAFTER 1 1 ENTIRE RESIDENCE _ RIDGEMASTER ROOF VENT ENTIRE RESIDENCE WINTERGUARD M015TUREPROOF _�__.__' - - a - - WINTERGUARD M015TUREPRDOF MEMBRAINE ALONG PERIMETER AND - - MEMBRAINE ALONG PERIMETER AND► �p VALLEY LOCATIONS. VALLEY LOCATIONS. O 15#BUILDING PAPER V _ 15#BUILDING PAPER .- � 3- 13/4"X 16" VL 5/8"COX PLYWOOD SHEATHING - 5/8"GDX PLYWOOD SHEATHING ..Z W '- v STRUCTURAL 0 2"X 10"-16"O.G.RAFTERS R 11 ETAIL 'A-4' 2"X 8"-16"O.G.RAFTERS V ] .d W Ilk -30 F.G. INSULATION(5LPD CEIL.) TION - R- 19 F.G. INSULATION(5LPD GEIL.) 3- 1 3/4"X 14"LVL STRUCTURAL BEAMSGLC. 5T5. V 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD � V W � '�t 3/4 W AZEK COMPOSITE V-JOINT WAINSCOTING CON } T" TINUOUS VINYL SOFFIT VENTS � SET PERPENDICULAR TO ROOF RAFTERS ' tu AND NEW ALUMINUM LEADERS AND CONTINUOUS VINYL SOFFIT VENTS GUTTERS.NEW LEADERS DOWN TO ' QWC W Z AND NEALUMINUM LEADERS AND z SPLASH BLOCKS V 4"x 18 G NEW ALUMINUM NEW LEADERS DOWN TO -' • ATTACH SPLASH BLOCKS v .H. NEYV Y�IA�LL CONSTRUCTION J 3: < z `t � NEW CEDAR PERFECTION SHINGLES 4 2 10% WITH(2) 5 kT N EY�I WAs,LL CONSTRUCTION ~ 15#BUILDING PAPER ~ ~ 0 EW STRAP A I I U F T WALNEW CEDAR PERFECTION SHINGLE55/8" n� ' er JOI UB N E U E I NGDX PLYWOOD SHEATHING 1� ,J `- b-#6 5GR .a 5 P 15#BUILDING PAPER R-19 FIBERGLASS W I- � ASS INSULATION t- �-i T" 5/8"COX PLYWOOD SHEATHING5TU05 (� O R-19 FIBERGLASS INSULATION o �t OL 1/2"GYPSUM BOARD o ILA LA2"X6" 16"O.G.STUDSFfl SOLID BRIDGING AT NEY4 15T FLOOR CONSTRUCTION p� 1/2"GYPSUM BOARD MIDSPAN FIN15HED FLOOR AS NOTED W EX. 15T FLOOR CONSTRUCTION Ex.3/4"GDX PLYWOOD 5UB-FLOOR FINISHED FLOOR AS NOTED �I - ILII=! �� I�II�II- - NEW R-30 FIBERGLAS NEW 2"X10"-1 b"O.G. r III�II Iii r 41 EX.3/4"COX PLYWOOD SUB-FLOOR I� �� NEW 2"X10"-16"O.G. R�30 FIBERGLASS INSULATION( RAW ) LA N G L FLOOR JO II I I � I I I- I l I -� I I I�� ' 2 X10 16' O.G.JOISTS III R-30 FIBERGLA55 INSULATION(CRAWL) i ISI IIS NEW(3)2"X8" ,. . FLOOR JOISTS 311I111�1 II'' II INSULATION II II II wil II II I II Iii II_I ~ ' 2"X10" 16"O.G.JOISTS �! I SII Iil I II I_ . HEADER I11= .. , II IS IGOINCRETE BLOCK NEN 1�� IIT I I II �I 117 �II I� I�I I I Ii I .� V W EX IST I G CORAM 1`r<��' j G Rl"t ill_ �Il�lf II�IIil�ll- I Iii III Iii _ d' = 2"SCREED GOA L CRAM�L s IIIIf FOUNDATION WALL WITH �II� I III�I I� II�II ' -.,.; I II ISI I noir_GORES FILLED SOLID. i I I ISI I I I '` r i l�1 1 - 11�11 ALIGN ALL NEW FOOTINGS ' it l II 8 HIGH X 24 WIDE CONCRETE ILII ..II I, II °� � �I I' �• ' � :. " I I I 1 I' LII n�n�ll null fi= WITH BOTTOM OF EXISTING ISI II n�n�l�i�— r II u I u I FOOTING WITH 3-#5 BARS II ILIIII�III ISI �� I I_. CONTINUOUS AND HOOKED - I I �II�I IIII SII I I II " VERTICAL#5 BARS 32 OG. 'jell_ii � I��I I I— GR055 SECTION 1348' 1 /411 =1 '-0' GROSS 5�G SON 'G-G' 1 /4" = 1 '-0" REFACE EXISTING BRICK _ CHIMNEY 1N NESTONE EXISTING CUPOLA W (BELOW ROOF LINE) TO REMAIN ' Ln NEW GAF TIMBERLINEHH Q SHINGLE ROOFING NEW CEDAR __ -__ PERFECTION SHINGLES P -RE C LU N - - - - - ALUMINUM LEADERSTa p 5 &GUTTERS =E]P:::o 7"- G F =TS I 5 11 BA L SHUTTERSIL Lj 3L En i _ REMOVE EXIST.BRICK VENEER e-c Tvsj:g _- _- _- 0 - _ _ _ _- _ DOWN TO BRICK SHELF,AND G WH3168A FWH - O - O _ � - - D - INSTALL NEW OWNER ® _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SELECTED STONE VENEER 1n WV r d3 N F- — NEW 36"HIGH TREX � cn HANDRAILING I Z V uj �L- - - - - - - - - - - - - - - - - - - - - - - - - - - -� L- - - - - - - - - - - - - - - - - - - - - - - - - - - -J m NORTH ELEVATION 1 /4" =1 '-O' W -1 z x < v p O Q REFACE EXISTING BRICK CHIMNEY IN NEW STONE(TO BELOW ROOF LINE) EX REMG C UPOLA W o - o v 12 WE RIDGEMA5TER ROOF VENT NEW GAF TIMBERLINE - A SHINGLE ROOFING {� _ 4"HI X 1'-0"DEEP D PPED Z � V SOF SET T-3"A.F.F. O � J W NER SUPPLIE X O MEDICINE < } Q FTT1GAB I N ET5 '^ ALUMINUM LEADERS 0 V < T_ O I I I I IIJ I I I I I L &GUTTERS Z �— Lu o WE 11E06"IHIOHT NEW CEDAR FV�12q2lq I I I I I 1 1,4 H D I I G _ PERFECTION SHINGLES j ] C� - NEW OWNER SELECTED o1Lm L e e L STONE VENEER Lu Lu I 38" 6" 12" 24" 12" 12" 24" 12" W W N N ��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Z Q Q Lu w WE Ir L - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - -J Zz MASTER BATH ELEVATION A1 /2" = 1 '-D" � o o w w QQ WW EAST ELEVATION 1 /4 =1 '-0' } w w N N w > > WE W >n in ,n Ln m m i- p m r EXISTING CUPOLA REFACE EXISTING BRICK TO REMAIN - CHIMNEY IN NEW STONE(TO BELOW ROOF LINE) 3-3/4"CROON 0 O CV fA MOLDING Z NEW GAF TIMBERLINE SHINGLE ROOFING 1/2" FRA ELE55 ® _ < O � V � OWNER SELECTED � � � � DECORATIVE BORDER `n W � �p 1V < ~ z z ALA ALUMINUM LEADERS ' ® ® &GUTTERS W W < Z ' \ O Nil N V � ' 3 f z .v a (2r , 11 7 v ' S G E 5 NEW CEDAR ►L. N J ~ PERFECTION SHINGLES + i tu < C, J 1" ELOGATE EXI TING 8'0"SLIDE H90685A5 80" 6" 24" 30" �p vim- QK MASTER BATH ELEVATION B 1 /2" "= 11-011 -OW K 1-L - - - - - - - - - - - - - - - - - - - - - - -1-, L- - - - - - - - - - - - - - - - - - - - - - - - -� SOUTH ELEVATION 1 /4" =1 '-0' z m d V O F UT .,vim•� ��``� ,$Cu': :Q:u X GU O �y .... HI F Q Ln_ LU dz) Cn ��. N ua FF q. m = to z Lu z - �- - m - < v nc -F 11 o a I FT ,A I F1 - EF E TIN Q LLLA - H Ll Lu - _ A O _ _ SINGLE PLY MEMBRAINE RUBEROID ROOFING TORCH APPLIED AND PITCHED AT 1/12 SLOPE L 30#BUILDING PAPER z �■ - - - - - - - - 1 - - - - - - - - - /71 _`' WWI COX PLYY`lOODSHEATHING LU LL : —L I I l_I l_l �_l I� . . . ..: < Z m to L Jill — — — - - < 3: z 3: �/ P TION OF 15TIN R F U T JR,E Lu o O Ii I I I I I L as i I \ W W _ \ I I I \ w w � 0) 5 ON 12 ROOF \ } } w w Lu Lu tz aLd act qq z z z � 1I 0 0o 4"X b" a < I I \ I I P ST I I I } w W N t11 \ ° L - - - - - - - - - - 1 ON 12 ROOF 5 O 12 OF I QWL � N w w \ I _ ac nc w tn Ln tn Ln a 4"X b" I (V (�V C'4F- m CO i _ _ _ _ _ _ 4"x 18 GA. FLAT 5TRAF _ m - - - - - - - - - POST ATTACHED TO EACH RAFTER C14 -1 WITH (2)#b 5CREW5. RETUIRN 5TRAF A MINIMUM OF 4" ONTO POT I 0 POST m v- to WALL/BEAM AND SECURE V41TH b-#b 50REW5 (TYF). 1 ON 12 ROOF 50 12 OF 4"X V' 0001 - - - - - - - - - - - - - - - - �D POST - - - - - - - - 4"Xb" ' 5 ON 12 ROOF POSTLn � O ° \ I z `A I a \ � I to LU x b" w p z - — — — POST r OAC — — 4.,X b"— u .�L - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ( POST POST ' a w '� � v � z � � METAL 5TRAPPING PLAN 3/16"=V-0'-0 I I iLu Lu . 'T ]ITT] i ► ROOF PLAN 1 /4 -1 -0 w K I I �� HARBOR LIGHT5 DRIVE AMERICAN WOOD COUNCIL CONNECTION DETAILS Z TABLE 3.1 NAILING SCHEDULE FOR STRUCTURAL MEMBERS 1.ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLE55 OTHERWI5E NOTED 15 51MP50N 5TRONG-TIE. < JOINT DESGIPTION NUMBER OF NAILS NAIL SPACING NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. ROOF FRAMING 2.DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE,ANY FRAMING RAFTER TO TOP PLATE 9TOE NAILED) 3 PER RAFTIER HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER/ CEILING JOIST TO TOP PLATE(TOE NAILED) 3 PER JOIST CONTRACTOR A55URING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. O 100.00' 5 64005'10" E 100.00' CEILING J015T TO PARALLEL RAFTER(FACE NAILED) 7 EACH LAP .• • CEILING JOISTS LAPS OVER PARTITIONS(FACE NAILED) 7 EACH LAP 3.ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE 51MP50N STRONG TIE WOOD COLLAR TIE TO RAFTER(FACE NAILED) 5 PER TIE CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR FINISH MAY CAUSE • BLOCKING TO RAFTER(TOE NAILED) 2-8D EACH END THE CONNECTION TO FAIL. 1bD FASTENERS(8 GAUGE @ 31')ARE COMMON NAILS AND CANNOT BE RIM BOARD TO RAFTER(END NAILED) 2-160 EACH ENDI REPLACED WITH 160 SINKERS(q GAUGE @ 31')UNLESS OTHERWISE NOTED. WALL FRAMING 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. TDP PLATE TO TOP PLATE(FRGS NAILED) 2-160 ' PER FOOT HURRICANE CLIP P05T TO GIRDER 0TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1bD JOINTS-EACH SIDE 5.J015TS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE J015T END in STUD TO STUD(FACE NAILED) 2-160 24"O.G. AND THE HEADER SHALL NOT EXCEED 14 PER A5TM TEST STANDARDS. H2.5A @ 16"O.G. SIMPSON STRONG TIE AC- 4(MA)C) FASTENERS: '• ••••„•*' Q � HEADER TO HEADER(PAGE NAILED) 160 16"O.G ALONG EIDGE5 FASTENERS:5-Sp •• •' .• •. b. FOR HOLD DOWNS,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 T01 TURN WITH WRENCH WITH 12-1bD(BEAM) �. ""'• '' 11 2-160'"2 PER 2X4 STUD CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE.CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. •'G A ,,'' ,, TOP OR BOTTOM PLATE TO STUD(END NAILED) L 3-160 PER 2X6 STUD 8-160 (POST) :�U tl •. `. LL 4-1 bD PER 2X8 STUD SIMPSON 6516 STRAPPING INSTALLED Ex. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, M TOTAL OF 16D NAILS PER STRAP =< t N DRIVEWAY ENDJ015T OR BLOCKING(FACE NAILED) 2-1bD' PER FOOT EACH SIDE OF HEADERS STRAP TO 'Q 4./• r o� j iE Lu • ° RUN FROM TOP PLATE ACROSS - AFLOOR FRAMING FADER DOY`IN FACE OF STUD :��;Cd •`Q`: JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8D PER JOIST DOUBLE •',�`�b."••' BRIDGING TO JOIST(TOE NAILED) 2-8D EACH END •_. TOP PLATE '•.. ,••' + BLOCKING TO L015T(TOE NAILED) 2-80 EACH END •..,,,.. W BLOCKING TO SILLOR TOP PLATE(TOE NAILED) 3-1b0 EACH BLOCK '!. NEVI LEDGER STRIP TO BEAM(FACE NAILED) 3-160 EACH JOIST = FULL BLUESTONE REMOVE HEIGHT JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8D PER JOI5T STUD - x. 5 WALKWAY EXISTING TR PROPOSED FRONT BAND JOIST TO JOIST(END NAILED) 3-16D PER JOIST P05T BASE FACE MOUNT HANGER STRUCTURAL RIDGE RIDGE JACKSTUD 7 is, BAND JOIST TO SILLOR TOP PLATE(TOE NAILED) 2-160 PER FOOT in PORCH ADDITION Q V 'Y 51MP50N STRONG SIMPSON STRONG TIE:LU528 SIMP50N STRONG TIE SIMPSON STRONG TIE WITHLu cz ROOF SHEATHING TIE#ABA44 FASTNERS:6-100(HEADER) CATHEDRAL GEIL:(R- GEIL.COLLAR TIES @ 32"O.G. C4 ITS STRUCTURAL PANELS 817 6"EDGE ('A d„ FASTENERS:6-100 4-10DJOIST) R) FASTENERS: 65-20 X 18"MIN. HEADER CONNECTION DETAIL V DIAGONAL BOARD SHEATHING 17 FIELD MIN. 4-IODX 1 1/2" FASTENERS:18-100 N Q O 1"X 6"OR 1"X 8" 2-SD PER SUPPORT r- Z 1"X 10"OR WIDER 3-80 1 PER SUPPORT Lu PROPOSED INTERIOR CEILING SHEATHING _ E GYPSUM WALLBOARD 5D comigsT 7"EDGE/10"FIELD ALTERATIONS K S WALL SHEATHING 0 FRA STRUCTURAL SHEATHING 8D b"EDGE • 00 °o o • }- NEW FIBERBOARD PANELS 17 FIELD MIN. GANTIL RED 7/1 b" 60 3"EDGE/6"FIEILD o • . Z OAS FI PLACE EX./PROP. 25/32" BD 3"EDGE l6"FIEILD ooe O o H J Z GYPSUM WALLBOARD ° 0 0 5/Y 11 50 COOLERS 7"FDG£!10"FiffLD �r ` CQ HARDBOARD 8D 6"EDGE 17 FIELD < V BRICK PATIO PARTICLE BOARD PANELS SD b"EDGE 17 FIELD Q AND DIAGONAL BOARD SHEATHING ADJUSTABLE HANGER STUD TO TOP PLATES STUD TO BASE PLATE HIP CORNER PLATE HIP RAFTER '� Q YqA KMY PROP05ED ONE 1"X 6"OR 1•X 8" 2-8D PER SUPPOR71' SIMP50N STRONG TIE #R5P4 @ lb-O.G. 5P1 @ 32"O.G. SIMPSON STRONG TIE(HCP) SIMPSON STRONG FLR TO FLR CONNECTIONS STORY YVOOD FRAME 1"X 1a"OR WIDER 3-8D PER SUPPORIi (H2.5A) LSSUZS- FASTENERS: HCP2-2"X MEMBER SIZE TIE#LS70 FASTENERS:6-100 STUD 10OX 1 1/2" ADDITION FLOOR SHEATHING FASTENERS:9-100(PAGE) TO PLATES:4-8d X 1 1/2" 4-100 PLATE FASTENERS:6- FASTENERS: 12-100 0516 STRAP'5 @ 32"D.G. STRUCTURAL PANELS 5-10 X 1 1/2"(JOIST) TO STUDS:4-8d X 1 1/2" HGP4-4"X MEMBER SIZE FASTENERS:2:2-10D(TOTAL) 1"OR LESS 8D 6"EDGE 17 FIIELD FASTENERS:8-100 GREATER THAN 1" 100 6"EDGE b"FIEILD DIAGONAL BOARD SHEATHING 1"X b"OR 1"X W 2-80 PER SUPPORT Lu Lu Lu V L 1"X 10"OR WIDER 3-8D PER 5UPPORT 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE.IF 3:WALL SHEATHING 15 NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, 17- z R r NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS O Lu Q V SUCH A5 SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. x 2.WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF Q NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT, t COPY dofroom D- g►d9 reuie�r.ed �umen s V, V ZBA F le I 1 .Z. Lu QL + pate: Q W s� II I I PWDRI I- }OZW K M. BAT- C3 2. 2. mQ . - CZONING DATA: - -1 2 � Q1 ul EXi5TING PROF05ED TOTALS LAV LAV SINK ul LAV WSHER < n c14 LOT AREA 20,000 SG.FT. Z Z N TOTAL RESIDENCE 2,280 5Q.FT. 675 50. FT. 2,855 SQ.FT. I Ygcl I y�G 3COPPER (�/ O O BLDG AREA: I PORCH 220 50. FT. 5 50. FT. 225 50. FT. I G.W.LIN TOTAL FLR. AREA: 2,500 50.FT. 680 50. FT. 3,180 50.FT. I I SHI TO REF. % COVERAGE 12.5% 3.5% 16.0% N b4005'10" W 100.00' FRONT YARD 55.0' NG 3„ 2 1 11 " 3" 1 112"r 11/21, 51DE YARD 11.0715.0' NG 26.0'ACP GREGATE 4"PVCGO REAR YARD 101.0' 1q.0, 4"PVC 4"PVG 2"PVC HEIGHT TO RIDGE 15.5' N GO 4" PVGI WASTE LINE TO w w „ , " EXISTING SANITARY SYSTEM. w w N SITE PLAN - 20 0 } } W W W W IY W_z W_ w A n PLUMBING 50HEMATIC _o 0 0 z z INSULATION: N L` U- Q Q ELECTRICAL: A M W W SPEGI FIGA�TIONS• 1. INSULATION IN THE EXTERIOR WALLS&GEILING5 OF ALL HEATED SPACES SHALL BE > GENERAL NOTES: FIBERGLASS BATTS,SIZE INDICATED ON DRAWINGS,WITH A VAPOR BARRIER ON THE HEATED SIDE. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM W tf) N W W 1.ALL WORK TO BE IN COMPLETE.ACCORDANCE WITH THE 2010 EDITION OF THE RESIDENTIAL DEMOLITION / SITEYVORK: 2. PACK ALL SPACES AROUND WINDOW5, DOORS&BEHIND JUNCTION BOXES WITH INSULATION. TO STATE,LOCAL AND LIPA REQUIREMENTS. to D Ir w CODE OF THE STATE OF NEW YORK AND ALL RULES, REGULATIONS AND ORDINANCES OF THE 1.THE G.G.SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR THE ALL BATTS MUST COME IN FIRM CONTACT WITH TOP& BOTTOM PLATES OF WALL STUD SPACES. 2. PROVIDE THE OWNERS AND THE LOCAL MUNICIPALITY WITH A NCSFU CERTIFICATE TOWN OF SOUTHOLD. DEMOLITION, REMOVAL&DISP05AL OF CERTAIN PORTIONS OF THE EXISTING ONE STORY 3. INSULATION IN CATHEDRAL GEILING5 SHALL BE INDICATED ON DRAWINGS. CARE SHALL FOR WORK PERFORMED. 2. THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING BE STRUCTURE, UNDERGROUND UTILITIES, PIPING,WIRING, ETC... ON THE SITE AND AS NOTED BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK. 3. UPGRADE THE EXISTING ELECTRICAL SERVICE AS REQ'D TO ACCOMODATE THE NEW WORK. uj In In In In OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK, INSTALL BAFFLES TO MAINTAIN A MINIMUM OF 1 CLEARANCE. 4. ALL OUTLETS AND WALL SWITCHES SHALL BE DECORA DESIGNER TYPE IN WHITE COLOR. HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. ON THE PLANS. RE-CONNECT ALL UNDERGROUND UTILITIES A5 REQ'D. ALL MATERIAL SHALL 4"' m m d- t- 3.THE BUILDER SHALL VI51T THE SITE AND INFORM THE ARCHITECT OF ANY D15GREPANGIES OR BE REMOVED IN AN EXPEDITIOUS&SAFE MANNER.ALL DEMOLITION SHALL BE DONE IN ROOFING: 5. RECESSED HI-HAT FIXTURES SHALL BE HALO#H71GAT WITH AIR TIGHT HOUSING 75 WATT WITH < cV n n BLACK BAFFLE OR EQUAL,SUPPLIED& INSTALLED BY THE ELECTRICIAN. (� ACCORDANCE WITH THE RULES&REGULATIONS OF THE TOWN OF SOUTHOLD. 1.THE RESIDENCE TO RECEIVE GAF TIMBERLINE FIBEROLA55 SHINGLES IN OWNER SELECTED b.SURFACE MOUNTED FIXTURES: SUPPLIED BY THE OWNERS&INSTALLED BY THE ELECTRICIAN. FIELD CONDITIONS THAT MAY INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED 2. ROUGH GRADING: SPREAD TOP SOIL AND LEAVE SURFACE READY FOR HANDWORK FINISH COLOR. 7.SEPARATE CIRCUITS SHALL BE PROVIDED FOR ALL APPLIANCES,SYSTEMS, FIXTURES, WITHIN THE CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. GRADES SHALL BE SLOPED TO DRAIN AWAY SURFACE WATER FROM THE HOUSE ON ALL SIDES. 4. THE G.G.SHALL OBTAIN ALL PERMITS THAT ARE REQUIRED BY ALL AUTHORITIES HAVING 2. INSTALL"GRACE" WATER AND ICE SHIELD AT ALL RIDGES,VALLEYS AND ABOVE ALL EAVES. ETC...,AS GALLED FOR OR REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. RUN 2'-0' MINIMUM UP EAVES AND OERLAP A MINIMUM OF 18 AT RIDGES AND VALLEYS. Z o cY m JURISDICTION OVER THE WORK. THE G.G.SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS CONCRETE / MASONRY: 8. INSTALL LOW VOLTAGE SINGLE STATION SMOKE DETECTING ALARM DEVICE, INSTALLED IN AND APPROVALS AND OBTAIN THE G.O.ALL FILING FEES, SURVEY FEES,TEST BORING FEES, 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS,AND SUCH OTHER WORK A5 MAY BE 3. ALL GUTTERS TO BE 5EAMLE55 ALUMINUM WITH WHITE BAKED ENAMEL FINISH CONFORMITY WITH SECTION R317 PROVIDED IN EACH SLEEPING SPACE, IN ANY HALL ADJACENT TO ETC...OR A5 DEEMED NECESSARY OR REQUIRED BY THE TOWN SHALL BE PAID BY THE OWNERS. NECESSARY TO THE DEPTHS A5 5HOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, MATCHING THE EXI5TING IN ALL RESPECTS. A SLEEPING SPACE AND ON EACH FLOOR LEVEL A5 INDICATED ON THE PLANS. 4.ALL VALLEY, BASE,STEP AND GAP FLASHING SHALL BE ALUMINUM OF 16 S. THESE DRAWINGS AND 5PEGIFIGATION5 HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF FOUNDATIONS, ETC.SHALL HAVE LEVEL,SOLID AND UND157URBED BOTTOMS. ALL SOIL INSTALL ONE LOW VOLTAGE CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL. OZ.THICKNESS.CHIMNEY FLASHING SHALL BE COPPER. THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BEARING CAPACITY ASSUMED @ 2 TONS/S.F. G.G.SHALL VERIFY IN FIELD. D PROVIDE AND INSTALL EXHAUST FAN/HOOD FOR THE RANGE. FANS SHALL BE VENTED 2.THE NEW CONCRETE FOOTINGS SHALL BE 3,000#Q 28 DAYS TRANSIT MIXED,AND 51T ON 5. RIDGE VENTS SHALL BE RIDGEMASTER PLUS A5 MANUFACTURED BY MID DIRECTLY TO THE EXTERIOR. BELIEF MEET THE REQUIREMENTS OF THE ENERGY CODE OF NEW YORK STATE. AMERICA BUILDING PRODUCTS OR EQUAL. 6. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN COMPENSATION VIRGIN SOIL. ALL FOOTING REINFORCEMENT SHALL BE INSTALLED AS DETAILED ON THE 10. INSTALL GABLE TV LINES,GAT 5E LINES AND TELEPHONES AS DIRECTED BY THE OWNERS. �p DRAWING5.THE NEW FOUNDATION WALL5 SHALL BE REINFORCED WITH 2#5 BARS TOP AND FLOORING: PLUMBING' X O AND LIABILITY INSURANCE IN THE AMOUNTS A5 REQUIRED BY THE TOWN. BOTTOM CONTINUOUS.THE NEFOOTINGS SHALL BE REINFORCED WITH 3 CONTINUOUS#5 BARS. 1.HARDWOOD FLOORING: 3/4"X 51/4"SELECT#1 OAK FLOORING SET IN DIRECTIONS < In co W 7. DESIGN CRITERIA:CONSTRUCTION IN REGIONS WHERE THE BA510 WIND SPEED EQUAL OR 3. THE EXTERIOR SURFACES OF ALL NEW WALLS ALLS AND FOOTIN65 SHALL PERPENDICULAR TO FLOOR JOISTS OR A5 NOTED. STAIN- 1 GOAT-W 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES. Z WITH COLOR TO BE v- 2.SANITARY DRAINAGE SYSTEM SHALL BE COMPLETE INCLUDING FIXTURES ROUGH-IN uj �p v EXCEED 110 MILES PER HOUR SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING : BE MOISTUREPROOFED WITH A BITUMINOUS BASE COATING PRIOR TO BACKFILLING. DETERMINED.SAND&FINISH WITH THREE GOATS OF POLYURETHANE-SATIN FINISH.SET V � a THE AMERICAN FOREST AND PAPER ASSOCIATION#(AF&PA)WOOD FRAME CONSTRUCTION FLOORING OVER ROSIN PAPER.THRESHOLDS TO CARPET OR TILE SHALL BE OAK. CONNECTIONS,PIPING,HANGERS,STACKS,SOILS,WASTES,GLEANOUTS,VENTS,& FITTINGS. 1 METALS / CONNECTORS / SUPPORTS: 3.5UPPLYAND INSTALL ALUMINUM VENT PIPE FLASHING.VENTS SHALL BE GANGED VgHEREVER JU (3 V MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM);THE 2001 EDITION. 2.CERAMIC TILE/MARBLE: SET IN 1-1/4"MUD JOB. MUD SHALL BE SET OVER WIRE MESH Q- V 11{ ti" POSSIBLE AND ROOF PENETRATIONS SHALL BE LOCATED ONLY AT THE REAR OF THE RESIDENCE. 1.STRUCTURAL STEEL TO BE ASTM A36, DETAILED,FABRICATED AND ERECTED A5 AND 15#BUILDING PAPER.ALL TILE AREAS THAT ABUT OTHER MATERIALS SHALL RECEIVE 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED � � � � f'- � PER A150.ALL STRUCTURAL STEEL SHALL BE SUPPLIED SHOP PAINTED. OAK 5ADDLES.ALL DOOR THREBHOL05 SHALL RECEIVE MARBLE SADDLES. j� TABLE R301.2(1) 2. FURNISH MISC.STEEL PIPE COLUMNS, PLATES,ANGLES&STRAPS A5 INDICATED OR REQUIRED. A5 REQUIRED BY NY5 CODE. < (� tu Z < GEOGRAPHIC DESIGN CRITERIA FINISH CARPENTRY. 5.ALL HOT AND GOLD WATER PIPES THROUGHOUT THE RESIDENCE SHALL BE HARD TYPE'L' i- 3. ALL JOIST HANGERS,ANCHORS, POST AND COLUMN BASES, ETC...SHALL BE MANUFACTURED COPPER PIPE.UNDER SLAB SHALL BE TYPE W. v Q Z a WIND SUBJECT TO DAMAGE OR WIND BY SIMPSON FOR ALL STRUCTURAL CONNECTIONS AS REQUIRED OR GALLED FOR. 1. REMOVE THE EXISTING SIDING ON THE RESIDENCE.THE ENTIRE RESIDENCE TO RECEIVE ICE SHIELD AIR NEW CEDAR PERFECTION SHINGLES WITH 7"EXPOSURE. 6.SHUT OFF VALVES SHALL BE PROVIDED AT ALL FIXTURES.EXTEND OR RELOCATE EXISTING 0 GROUND SEISMIC FROST WINTER ROUGH CARPENTRY: 2.THE EXTERIOR SOFFITS,WINDOW AND DOOR TRIM SHALL BE AZEK.SOFFITS SHALL BE FR05T-FREE HOSE BIBS A5 REQ'D TO ACCOMMODATE THE NEW WORK. SNOW SPEED DESIGN W�(EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FREEZING t_ %D �- d. V LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS INDEX 1. WOOD FRAMING TO BE DOUGLAS FIR NO.2 OR BETTER SURFACE DRIED TO A MAXIMUM OF 14% SUPPLIED WITH CONTINUOUS VENTS AND INSECT SCREENS. 7. NEW PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNERS. PROVIDE AN ALL©WANCE Ile:. M < �_ F- SEVERE 3 FT. 11 YES NO MOISTURE CONTENT.LUMBER SHALL HAVE THE MINIMUM 5TRE55 GRADE PROPERTIES: FB= 1,250 P51, 3. ALL INTERIOR WINDOW, DOOR CASINGS,CROWN5 AND BASEBOARD MOULDING SHALL H"Y.A<.G. ' i� -i '4- w MOD TO 5LT TO o 20 120 B HVY M00 452 FV='15 P.5.1., E= 1,700,000 SINGLE USE."ALL LUMBER TO BE STRESS GRADE MARKED AND STAMPED." MATCH EXISTING IN ALL RE5PECT5. C4 �fJ O 2.ALL LUMBER IN CONTACT WITH MASONRY OR GONGRTE SHALL BE OF PRESERVITIVE TYPE 4. BUILT-IN CABINETRY/COUNTERTOPS SHALL BE UNDER SEPARATE CONTRACT BY THE OW1.THE HEATINWCOOLING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE PLUMBING NERS. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE IN ACORDANCE WITH MANUFACTURERS RECOMMENDATIONS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF SAME. CODE OF NYS. DESIGN LOAD CALCULATIONS : PER SQUARE FOOT OF HORIZONTAL PROJECTION 3. DOUBLE JOISTS AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS. 5. CL05ET INTERIORS BY OWNER 2.REMOVE AND LEGALLY DISCARD THE EXISTING OIL FIRED BOILER.CREATE TWO(2) HYDRONIC to TABLE 8301.4 TRIBUTARY LADALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. HEATING ZONES.THE FIRST SHALL UTILIZE EXISTING DUCTOWRK.THE SECOND SHALE.BE NEW. W OED � MINIMUM UNIFORMALLY DISTRIBUITED LIVE LOADS AREA IN 50. O FED 4.GIRDERS OR HEADERS A5 GALLED FOR SHALL BE MANUFACTURED BY TRUST J015T- DOORS AND Y�II N DOY45: PROVIDE AND INSTALL NEW HIGH EFFICIENCY PROPANE GAS FIRED BOILER.UTILIZE EXISTING (IN POUNDS PER SQUARE FOOT) STRUCTURAL MEMBER MICRO-LMS 1 AE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 1. THE NEW WINDOWS AND EXTERIOR FRENCH DOOR SHALL BE MANUFACTURED BY ANDERSEN: DUCTWORK AT THE EXISTING BEDROOM SECTION OF THE HOUSE. PROVIDE AND INSTALL NEW ROOF SLOPE 0 TO 200 201 TO OVER 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL THE 400 SERIES WITH'5TORM WATCH PROTECTION', IN SIZES SHOWN. WINDOWW 5 AND DOORS FAN/COIL UNIT IN ATTIC ABOVE BEDROOMS AND A NEFAN/COIL C015EPARATE HYDRONIG USE LIVE LOAD 600 600 SHALL BE SUPPLIED WITH LOW'E' HIGH PERFORMANCE GLAZING,SOL LITES, INTEGRAL SYSTEM OVER THE NEW GREAT ROOM AND MASTER BEDROOM'SUITE.THE SYSTEMS'SHALL BE EXTERIOR BALCONIES 60 INCHES PER FOOTT(1:3) 20 16 12 OF PLYWOOD AND BE 50 IDENTIFIED BY AN APPROVED AGENCY. FLAT OR RISE LETHAN 4 OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES WEATHER5TRIPPING, INSECT SCREENS AND SCREEN DOORS. EXTERIOR COLOR SHALL BE WHITE. COMPLETE IN ALL RESPECTS, INCLUDING NEW ELECTRONIC DIGITAL SETBACK THERMOSTATS. DECKS 40RISE 4 INCHES PER FOOT b. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED, PLUMB,LEVEL&TRUE,WELL SPIKED, INSTALL EXTENSION JAMBS AS REQUIRED. 3. PROVIDE AND INSTALL A RADIANT HEATING ZONE OFF OF THE BOILER IN THE MASTER PASSENGER VEHICLE GARAGES 50 (1:3)TO LESS THAN 12 16 14 122. THE NEINTERIOR DOORS SHALL BE RAISED TWO-PANEL-IN SIZES INDICATED. BATHROOM,COMPLETE WITH DEDICATED THERMOSTAT. ATTICS WITHOUT STORAGE 10 INCHES PER FOOT(1:1) BRACED&ANCHORED TOGETHER TO FORM A RIGID STRUCTURE&TO INSURE EVEN SETTLEMENT W ATTICS WITH STORAGE 20 RISE 12 INCHES PER FOOT &SHRINKING THROUGHOUT. UNLE55 OTHERWISE NOTED, ALL FRAMING MEMBERS TO BE 16" O.C. YVALL / CEILING FINISHES: 5PECIALTIES/ALLOYVANCES: ROOMS OTHER THAN SLEEPING ROOMS 40 (1:1) AND GREATER 12 12 12 7. ALL WOOD SHEATHING ON EXTERIOR WALLS SHALL BE COVERED WITH ONE LAYER OF 1. ALL WALLS&GEILING5 FINISHED WITH 1 LAYER OF 1/2"GYPSUM WALLBOARD.USE 1/2"THICK 1.THE SUPPLY& INSTALLATION OF BATH CABINETRY, BUILT-INS &COUNTERTOPS SHALL BE SLEEPING ROOMS 30 MINIMUM DEAD LOADS:25 PDUDS PER 50.FT. TYVEK HOUSE WRAP.LAP TYVEK MINIMUM OF 16"HORIZONTALLY AND VERTICALLY WITH UPPER WONDER BOARD IN AREAS OF M015TURE OR THAT RECEIVE TILE. TAPE&SPACKLE(3)GOATS. UNDER SEPARATE CONTRACT BY THE OWNERS.ALL FINAL PLUMBING,ELECTRICAL& APPLIANCE STAIRS 40 ROOF TIE DOWNS WITH A WIND UPLIFT PRESSURE SHEET OUTSIDE OF LOWER SHEET ON WALLS. 2. ACCE50RIES FOR WALLS&GEILING5 SHALL BE DUR-A-BEAD CORNER REINFORCEMENT HOOK-UP5 SHALL BE THE RE5PON51BILITY OF THE G.G. GUARDRAILS AND HANDRAILS 200 OF 20 POUNDS PER SQ.FT.AND TOTAL ROOF 8.ALL WINDOW AND DOOR OPENINGS, SHALL HAVE STUDS DOUBLED ON JAMBS. (USED AT ALL WINDOW5 AND 200 SERIES J-BEAD. 2. PROVIDE AND INSTALL NEW PROPANE GAS TANK BELOW GRADE TO ACCOMMODATE NEW WIDTH OF 36'SHALL RESIST A MINIMUM OF 288 q.THE TOP AND BOTTOM EDGES OF J015T5 MAY NOT BE NOTCHED TO EXCEED 2". 3. NAILS SHALL BE CONICAL HEAD ANGULAR RING DRYWALL TYPE POP RE515TANT WITH MODIFIED HEATING SYSTEM,GAS RANGE AND THE CLOTHES DRYER.THE PLACEMENT AND INSTALLATION LBS./FT. ALL FASTENERS SELECTED MEET OR RING SHANK,OR 5 TYPE DRYWALL SCREWS. NAIL OR SCREW WALLS, SCREW CEILINGS. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL AGENCIES HAVING JUR115DICTION, EXCEED THIS REQUIREMENT AND THE GG SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS- 3.SUPPLY& INSTALL A NEW 5OLATUBE MODEL#16OD5 TUBULAR SKYLIGHT IN THE EXI5TING FAMILY BATH.UNIT SHALL BE EQUIPPED WITH THE CLASSIC VU510N DIFFUSER. REMOVE EXISTING BRICK VENEER DOWN TO BRICK SHELF.INSTALL NEW STONE VENEER. `< EXIST.PENT 251-211 I O < U. 241-611boo � I m < 8"HI7H X 24"WIDE - - - - - - - - - - - - - - - CONCRETE FOOTING WITH 445 BARS cfJ CONTINUOUS '� •hip •'K , - - - - - - - - - - - - - - - - - - - - - - — , x Er EXISTING CRAM SPACE I it � ►� U N EXGA VArTE'D NI I �. I I •�� ' W DOWEL INTO EX. I i — — FOUNDATION WALL I WITH#5 BARS 12" VERTICALLY(TYP.) I I / 2"X10"-16"O.G. I - - - - - - - - - - - - - - - - - - - - - - - I I r 2"X10"-16"O.G. _ I I 1 N EX.J015T5 R EX.FLOOR cp r " I � O JOISTS r.': I I v - - - - - - - - - - - - - I I Z �`F�Tb 1`4"Y�lT — — — — s-- Lu CONCRE TE FOOTING WITH 54 5 BARS CONTINI JOUS AND I C� HOOKEC VERTICAL v #5 BARS 32"OG O O A 4"X b"POST N EYq CRAM 5 PAGE XABOVE 2"P.G.SCREED GOAT X 7 p I I tu Z I I a ti) A N I I W I I EXIST.(3)2"n"HDR. EXIST.(3)2"X8"HDR. I NEW ACCESS TO GRAM EX15T I N G U N EXGA VArT E D * I i 8"X 24"CONCRETE V 4"X 6"Y4000 Lu Lu �y x P05TABOYE BLOCK PIERITH ( H v } X O GORES s�--- FILLED SOLID - _5 to 1 o X Ir 6 ry ~ LuX Lu Q aL x (� Q/ EXIST. w iv 4"X b"WOOD N I I 24"X 3b"X 15"141614 EXISTING w EXISTING z POST ABOVE FOOTING WITH#5 VENT BARS 12"OG H CONCRETE BLOCK CHIMNEY TO MY PIERS REMAIN I I z Lu 1b F— — = 1-j- -tL7 I I p V -j Lu EXIST.(3)2"X8"HDR. I EXIST.(3)2"XS"HDR. _ EXIST.(3)2"X8"HDR. EXIST.(3)2"XS"HDR. I I (L/ z _ �, I 2 10"-1b"D.G. XQEW FLOOR EXISTINGI I �' , W JOISTS 7 CONCRETE BLOCK 4"X b"WOOD 4"X b"WOOD V �j PIERS P05T ABOVE ?I O POST ABOVE I I Z � 3 Lu cl LINE OF UA on on m X ° EXISTING CRAM SPACE CANTILEVER � N I I EXISTING GRAtYC SPACE ABOVE z 13 Q I I1'—LINE OF WALL 4 I I ABOVE NEW ACCESS I I TO CRAWL I PE DOWEL ILu 111 NTQ EX. FOUNDATION 1^IALL Q O DOWEL INTO EX. I I FOUNDATION WALL q l I I WITH#5 BA"12" I K K N N " %1 " I t I VERTICALLY(TVP.) I } y W W WITH#5 BARS 12 " 8"X 24 CONCRETE d I i VERTICALLY(TVP.) X BLOCK PIERS WITH W W w AL GORES FILLED SOLIDI z !Y !Y Q Q I 8"HIGH X 24"WIDE ( ,_• I =... "X b"X S"HIGH i .`• ( I I � O O < Q L— — — — — — — — — — — — — CONCRETE FOOTING I I r FOOTING WITH#5 I I I I Q D w W 1 WITH 4-#5 BARS I I c� t BARS 12"OG EACH I I I I } W W kn to CONTINUOUS '� 7L __j__jWAY I I I I N 0 Lu LU - - o 2"X10"16"o.G. z a X10 o . _ I I NEW FLOOR / , ul en ar JOISTS X Lu JOISTS CNI CN CN iy .- m �r �r `—LINE OF PATIO AND I I = I I ( I I WALKWAYS ABOVE I - NEYq GRANL z ALUMINUM BLOCK I R 5FACE GE VENT INITH INSECT SCREEN I I I2"P.G.SCREED GOAT I 5--I —ALUJINUM co �oi BLOCKL - - - - - - - - - - - - - -- - - - - X I VEN�JYVITHINSECT I 564N i I V I I I I I V L - - - - - - - — — - - - - - - - - - � I I I i I I I � j . W �, I L'- - - - - - - -f- - - - - - - - - - - - - - -1 I 1— � a I I I I Q- v = ? tom- L - - - - - - - - - - - - - I !.0 < 10'-5" 10'-5" I < �'— tu Lu z E ATE �� I v _ o z u 0 oll 1 T-611 8 < p L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J '< 52'-5" 20'-10" Lu < to 4 rte— tu � � � W In W K FOUNDATION PLAN 1 /411 =1 '-0' TUU// z < cn 2"X 4" -16' 06 SUPPORTS 1 6'-5" 3'-11" 6'-6" 11'-7" 6'-2" 9'-110" 8'-10" HUNG FROM LL0 REMOVE EXIST.BRICK VENEER DOWN TO BRICK SHELF,AND INSTALL NEW OWNER SELECTED STONE VENEER {qe /7 TM046 TY43046 2X BLOCKING (TVP. ( � EGRE55 I EGRE55 I 2"X b" - 16' 06 .•'' '••, 2-2"n"HDR. 2-2"X8"HDR. � BLUEST NE 5U FAGIN SET ; �, ;• . RELOCATE H05E '� IN MORTAR B D OVER16 O.H. 4" , �•j y !'�.',. Qi BIBB REI F. R.5LA Qr o ��I -- : X I m I FYPON TAPERED COLUMN o S•�;• Lu 1 x I WRAP GWKT86157 VqITH — — — T — /'1 11 1-011 I BEDROOM I BEDROOM ~ �� — — — �RAFISMAI G -BASE —I / DETArIL 'At-1 ' _ • P�;� ND APo 1 GSGOTN E GEI INC ' "R 4 1 Ex.EX. 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I EX.DR. w / — —2- ��unQ —2-,rXj r yDR — - —2-2�C12"HDIk Q 3-�'3l I�fCf�L 111 — \ - ' II ADR \ ; ; '�' co // D . o / 24� \ ; ; 611 `.y W.G.S� 6�� .I 16'-4�� — WINEQzft r T. 00 IN r INlSTALL 5/8"TYPE-XON HOUSEMOVEL 160 DS 11411 H ins 511DE OF GARAGE SEPARATION POST- AT->4N — — I / ; V. 1WIALLSQ Lu p„ - u- 2 bj _ _ RRE 33=1 3/4"X 14"LYL STRUCTURAL BEAMS 6 � oI.o� w _ - - - - - - - - - - - - - - - - - - ; - 1 I = M REFRIGERATOR11.1 m w \ p / ° PANT 4„ p 11 tu lU P05T AlE►al t?GST£P — — — — — — — �, v- (~ w D E N \\ 1 / V I p THIERMATRU#510-2'-6"X X NEW 2'0 X 40 LL � Lu 1u 1'O' B LABEL HOLLOW 3/4"AG PLYWOOD ( \ � � p a I --------------------- ' p � oc w ?p METAL DOOR AND O � Q Y l— Q a DOWN STAIRrTO SHELVING+/-15"OG -------- - +----------------SRT- -- --o u8�°p c FRAME WITH SELF \ ATTIC / -------' d- --- ----- - ---- 1[1 GARAGE VERTICALLY.PROVIDE - - --"------------ --- ---- -- - ----------------------- ---3C- ---- CL,051NG A55EMBLY. GA�RAG E I � � -33"— \ I / 1"X2"PINE EDGING. XARDWD.FLO9RING EXISTING n , 36 3/1 G' 18" 24" 35 /4" �- ' N YAUI.I;ED BEADBOARD CEILING WALLS TO EW WALL5 AND BOILER I o �j Z-cam I I BE REMOVED GL• ROOM CEILING TO RECEIVE 72 3/16" 59 7/8" 26 7r8" Z \ I / O w LAYER OF 5/8"TYPE'X' O n/ w �1/ N I I GYPSUM BOARD I 1�. Z P05T - �; ELEVATION A� 1 /2 = 1 '-0" �- °= 1 — — — — — 3- 13/4"X U54 LYL STRUGItURAL RIDGE — — — — — — — - - - - - - - - -,-, - - - - - - - - - - - � — D LO co Q o = PATCH ALL ORIGINAL RADIATOR HOLES IN FRIOG d ;`� �` 'P HARDWOOD FLOORING THROUGHOUT THIS 4'706" _ - ; I n la �P��N�G R I O � < O X SPACE AND EXISTING BEDROOMS.SAND AND r T , v HWH P I a ' I REFINISH ALL EXISTING HARDWOOD FLOORS POST— REFINISH V I I I lO 0 Q j WITH ONE GOAT OF OWNER SELECTED STAIN OILL - �� I FAcM ILY EX.FIREPLACE 5� —L /J w — I z Lu ►- I 1- IGl�EEFlG1Ed�Y_ — — I = O 0 24 a z AND TWD GOATS OF SATIN FINISH w I I I ; ; o_ u ROOM TO REMAIN ' r POLYURETHANE o a - - -I pC I i i X ( O z 1 I P�.61 'NE GA5 FIRED HOT X pX I I to ' I I I '`+ / R HERTING SYSTEM I I r I 1 v 1 H I i i NEW STONE VENEE AND 60 GALL�N HWH p z m - _ J 6 , I SURROUND A I Pk20YIDE N FRE HAIR o 0 0 II \ I TAKE FOR EW OILER LIVING AND DINING ROOM I W N I ; ; I RAISED in Lu �n zo Ul " O w I I I 1 314"X 14" YL STRUCTURAL BEAMS - A PER GOD ` 4„ „ �, — c — — —I- -- = - - - - - - - - - - - - - d- I rvw P05T — — w — — - - - - - - -L - - I U1 NEN DIRECT RX VENT GAS FIRED w � � I 4'X�', � G N la I] FIREPLACE KITCHEN — — — —' s A I: �� w w I ELS i i I SH ER w HA H cy ~ I 1n 5'0 �I- LD 5 W W N N w �� - W W rz w In D/W SINK I 2r IY 4 O \� C4 ; - — cV 2-2"XS"HDR .4 I �: I „ I„ .- 2-2„X8„HDR. 2-2"x12 HDR. X05 - -�-� - - " ” -- - o -- Po O O 4 Q I4 � � !Y Zz (2)TW2b310 RELOCATE EXISTING t3'0"SLIDE (2)TW24210 FWH90685A5R / - (2)2'6X6'8 PD lyVA�LK-IN I 11 = SINK o D Q LL LL W W — — — — — — — — — — - - — — — — W W N N - - - - - - - - - - - - - - - - - - - - - - - .; � o o L05ET � F�R�88A ,E I_ : — I � w to tll W W NEW STEP NEW STEP TO GRADE Y AP LY 3/8"AROMA IG I I - DW (� 0 to TO GRADE N a GEQAR ON ALL L, I M W d so FLOOR AND GEILI G � F T GLC.100181-01, v ® 111 DEEP w tf1 111 itt DROPPED 5011 FIT SET �t 4" 5' (>�' T'-3"A.F.F. •- Q m v _ I 83" 27 48" � \- - - - - - -g-- :�v - - - - - _� Xuwc1if PATIO b" +IGH X 1'-6"DEEP 'X ISI x p ci -j � / / N V p 3(i" 32" 30" 24" 36" O UNDER I ALONDROPG PERO ETER �I iy N V -moi / I w I ELEVATION B 1 /2 u = 1 1-0u z o � m �- ]Ln 5 PA<RA�T _ I WALLS SET 8�- — n N I (SEE DETAIL All) MA�SfTER I I I CONTRACT I I BEDROOM HARDWD.'FLOORING I NFJ^1 ROD i 2-xb%1 b"O.G. I FLAT CLO.Q 10'-b` I RAFT I so < In � I RAAF fERs I 2'%b"- b"D.G. I I o o Z = `a v ILI � W I I JO 5TSNG — I I < z � �, I- v ,� w w < Z QjZ- - - - - - - I V F- o z LL Q _ mo gym® 4 O V, 7- 1 y 5 2-2"XS"HD R.' � I I I I I I I c° V 1 \ CX14 GX14 / SHEAR WALL / EGRE55 EGRESS ,,'' `` ul HOLDOWN — — U — — �— — — SHEAR — I.I.i (� _.l 1` m - - - - STALL - - - -MANTLE AND STORE WN O j rz SHOWER EXISTING SHOWER r- ENCL05URE.REINSTALL AT - A/ tS1 I 77=77i I COMPLETION OF PROJECT rCOi m '�: M ''__ 10'-10" 2'-8" 12'-1" 4'-8" 2'-11" 3'-8" 13'-�" 3'-8" W 20' 6"t r►" 'n - 36" 31"—� - 12" 18" 27" 27" �E 21'-0" ELEVATION Co 1 /2" = 1 '-011 ELEVATION D 1 /2 11 = 1 '-0' �� _ � 1 KITCHEN 15LA�N D LAUNDRY CLOSET ENTRY LEVEL FLOOR PLAN 1 /4 -1 -0 REFACE N NTING BRICK I — 7T — — — — — — — — � -� _��`'_ 7 CHIMNEY EXISTING CUPOLA (BELOW ROOF LINE) TO REMAIN 12 _ " _ s _ " COPPER FLASHING I I I \ }0 OWNER z LOCATED ` SWITCH RIDGEMASTER ROOF VENT I I I - - - - - - - - - - --� I N GPEF G I I / I I \ SD I NTYPI I •••' . ....r•.,,".,, _ ..... Lj DRIVEWAY ��" `�� • , E ZS �. 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ELECTRICAL LEGEND 1/2"GYPSUM BOARD SYMBOL DE56RIFTION ( I O W -4 W 3- 13/4"X 14 LVL STRUCTURAL BEAMS 3/4"AZEK COMP051TE V-JOINT WAIN5COTING n/ ED TO EACH RAFTER WITH SET PERPENDICULAR TO ROOF RAFTERS IN LINE CEILING MOUNTED SMOKE DETECTOR! �,- RE�uR A MINIMUM OF 4"ON CONTINUOUS VINYL SOFFIT VENTS O O CARBON MONOXIDE DETECTOR PER GODS I REQUIREMENTS b-015 56R54- P). AND NEW ALUMINUM LEADERS AND I I x Q 'RAP INC W W GUTTERS. 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Z Z I II GSg`sr g T� WALL JACKS:GATS,GATS+TV,TV/GABLE �� _ �� 0 O O < 4 l PLAN 3/16 1 0 40Q Q 1 1 2 TELEPHONE JACK 4 01 ILI W GR055 SECTION - 1 /4" -1 '-0' Q THERMOSTAT } W W � N W > o Q DOOR CHIME,DOOR BELL BUTTON W/ w W rz o ELECTRICAL BREAKER PANEL — — UNDER CABINET LIGHTING ulLn In in Ln �_ In in Ln VX 1'SURFACE MOUNTED CEILING FIXTURE ~ cA ch v I- WITH LENS < `- (`V Q � m v d- m MINI-GAN RECESSED FIXTURE SINGLE PLY MEMBRAINE RUBEROID ROOFING-TORCH APPLIED- P.s. PORCELAIN SOCKET AND PITCHED AT 1/12 SLOPE OVERHEAD DOOR MOTOR 30#BUILDING PAPER 0 z O e- LV Cf1 �' 1f1 5/8"GDX PLYWOOD SHEATHING ROOF/ CEILING CONSTRUCTION ROOF/ CEILING CONSTRUCTION 2"X 10"-16"O.G. 12 12 NEW DIMEN510NAL SHINGLE ROOFING- NEW DIMENSIONAL SHINGLE ROOFING- ROOF RAFTERS 1 I-- 1 ENTIRE RESIDENCE _ RIOGEMASTER ROOF VENT ENTIRE RESIDENCE WINTERGUARD M015TUREPROOF _ _ WINTERGUARD M015TUREPROOF MEMBRAINE ALONG PERIMETER AND - MEMBRAINE ALONG PERIMETER AND �O VALLEY LOCATIONS. - VALLEY LOCATIONS. O 15#BUILDING PAPER 15#BUILDING PAPER zc!J v 5/8"COX PLYWOOD SHEATHING 5J8"GDX PLYWOOD SHEATHING 3- 13/4"X 16" vL ETAIL 'A-4' W v 2"X 10"-1 b"O.C.RAFTERS 2"X 8"-16"O.G.RAFTERS XV .d- w STRUCTURAL DGE R-30 F.G. INSULATION(5LPD CEIL.) TION 2"X6"FLAT R- 19 F.G. INSULATION(5LPD CEIL.) 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD V W 'd' v 3-15/4"X 14"LVL STRUCTURAL BEAMSGLG.JSTS. 3/4 W AZEK COMPOSITE V-JOINT AIN5COTING CONTINUOUS VINYL SOFFIT VENTS SET PERPENDICULAR TO ROOF RAFTERS I AND NEW ALUMINUM LEADERS AND < W ul ® - - CONTINUOUS VINYL SOFFIT VENTS GUTTERS. NEW LEADERS DOWN TO �"� W � Z ® ® 4"x 18 G W AND NEW ALUMINUM LEADERS AND _ z SPLASH BLOCKS 0 Z GUTTERS. NEW LEADERS DON TO =� \ w NEYq YqALL CONSTRUCTION z `D ATTACH SPLASH BLOCKS v �.H. 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