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�o�sUFfOt,fcoG� Town of Southold 7/18/2018 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39771 Date: 7/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Fox Avenue,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-2-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/1997 pursuant to which Building Permit No. 32491 dated 11/14/2006 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: alterations and additions, including covered front porch, side entry deck and second story addition with unfinished attic space in an existing one family dwelling as applied for. The certificate is issued to Alfred Grebe Jr. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 32491 6/13/2018 PLUMBERS CERTIFICATION DATED 5/3/2018 ter Mro ka T ed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32491 Z Date NOVEMBER 14, 2006 Permission is hereby granted to: ALFRED R GREBE JR FOX AVE FISHERS ISLAND,NY 06390 for CONSTRUCT AN ALTERATION AND ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 24530 . at premises located at FOX AVE - FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0002 Lot No. 018 pursuant to application dated NOVEMBER 14, 2006 and approved by the Building Inspector to expire on MAY 14 00 . Fee $ 621 .20 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 3DL�! Date .....DECEMBER.......4.1......................... 19..9`?.... 24530 Z Permission is hereby granted to: HAROLD COOK A/C ALFRED GREBE .......................................................................................... ....YO„BOX..661.......................................................... ....FI.SHERS...ISLAND�,NY...06390......................... to .....CONSTRUCT AN ALTERATION AND ADDITION... O„AN... XISTING SINGLE ...I.....FAMI LY..DWELLING...AS..APPLIED..FOR .................................................................................................................................................................. .................................................................................................................................................................. .................................................................................................................................................................. at premises located at...............................FOX AVE FISHERS ISLAND. ...................................................................................... ..... ......................................................................................................................................................... County Tax Map No. .....473889,..., Section ..,006............ Block .....0002........ Lot No. .� ............... pursuant to application dated ....00TOBER 16 19......��..... and approved by the Building Inspector. Fee $......621..... 20.............. Building Inspe r Rev. 6/30/80 Form No.6 TOWN OF SOUTHOLD ® BUILDING DEPARTMENT �/ D TOWN HALL 765-1802 MAY - 7 2010 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUMDING DEM This application must be filled in by typewriter or ink and submitted to the Building Department TdWk l M®LD 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 properly lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 4V ,11 o4?, -00/6 New Construction: Old or Pre-existing Building: (check one) Location of Property:-3 6�_ ( 6_,Y5 `-�, L CQ 3jo House N . }� Street Hamlet Owner or Owners of Property: ��GC e6e -Ali - Suffolk County Tax Map No 1000, Section Block Lot !1 Subdivision s, Filed Map. Lot: Permit No 3A 1 Date of Permit. 6 (Applicant: J �-.Iel ,Health Dept.Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: , Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� r- Y \ 7 Applicant Signature � (!_0 exec S pF S0�/jg®� , 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., ® �� roger.richertl-town.southoId.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Grebe Address: 3660 Fox Avenue city:Fishers Island st: New York zip: 06390 Building Permit* 32491 Section: 6 Block: 2 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B D Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches g Twist Lock Exit Fixtures �] TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes: 1- Bath Fan, 1- Combination Smoke/ CO Detecter. "Defects Removed" Inspector Signature: Date: June 13, 2018 0-Cert Electrical Compliance Form.xls - -- — ------ --------- -- - pF Town Hall Anziex Telephone(631)765-1802 _ 54375 Main Road + '' Fax(631)765=9502 P.O.Box 1179 CAI Southold,NY 11971-0959 BUILDING DEPARTMEN Y' TOWN OF SOg7THOLD DD MAY 1 0 2018 BUnDINGDM. CERTIFICATION TOWN OF SOUTHOLD Date: Building Permit No. `1 Owner: (Please print) Plumbe�e-jef' V\A-v Q-1,-� tyo 12-ho- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PIumbers Signature) Sworn to before me this c3� day of 120 /8 Notary Public, _County -leq { 1 �UF SOUTH # TOWN OF SOUTHOLD BUILDING DEPT. `yoouun, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1/ySULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 5#?oko 91tvf 0 L cpp DATE INSPECTOR 121AA Y SOF SO(/Ty TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /�oo I � n�� Afwyw%4nl� l 'c, C&An- DATE 60 « INSPECTOR BOARD OF HEALTH . . . . . [at FORM NO. 1 PLANS� 3 SETS OF PLS . • 0 TOWN OF SOUTHOLD SURVEY . . . . . _ _ _ . . . . . . . . . . ( � 6W7 BUILDING DEPARTMENT CHECK . . . . . . _ . _ . . . . . . . . . TOWN HALL SEPTIC FORM _ . _ . ® . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 Examined �. 3D 1 9 CALL . . . . . . . . . . . . . . . . . . • . ., 19 . PIA IL TO : Approved 19 . . . Permit No. . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . ' (Building In'spec r f y A LICATION FOR BUILDING PERMIT Date . . cyJ . ,, 19V INSTRUCTIONS a. This application must be completely,filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Feb'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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 demolit' , as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, si e, a d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. . . . . . . . . . . . . . (Signature of applicant, or name, if a orporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ' . . . . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . . .! .�1�F1�-� p . '. . �� �ig.,, A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. C)?/. 9117.r. •L, , Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . ; Other Trade's License No. . . . . . . . . . . . . . . . . • . . . 1, Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . House Number Street. Hamlet . . . . . . . . . . . . . .. County Tax Map No. ]000 Section . . . :. . .(0. . . . . . . . Block . . . . . - Lot . . . . /. . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. (Name) . . . . . Lot . . . . . . : . . . . . . . . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . . . . . . . . . . .?ly�, Ak21L�J . b. Intended use and occupancy . . . . . . . . . . S/ I C- F li, M i ... . . . . . . . . . . . . . •3. Nature of work (check which applicable):PP icable): New Building :,. . r a Repair . . . . . .•. . . . . : . . Removal . . . . . . . Additio g� �� �t;.<,�.•o g . . . . . . Demolition . . t l� T . . . . m ;- �,';; � iption) 4. Estimated Cos . /: . . . , , , Fee S. If dw / (torill, ,g t, Lica on ellino,number of dwelling units . . . . . . . . :'. . . :. Number of dwelling nits If garage,number of cars . . . . . ' • • • • • . . . . . . • • • • 6. If business, commercial or•mixed occupancy,specify nature•and extent of•each.type.of use •' . . . . . . . . . . . . . . 7. Dimensions of existing structures,if any: Front : . . Q'o �, " • ' ' ' . Rear Height . . . . . . . . . . . . . c ,. : . Depth . . . .4 . . . . . . • • . Number of Stories . 1 Dimensions of same structure with alterations or additions: Front. • . .ap/L�U • • SD!�-�.�� Depth . . . . .y, .f�!'.' . . . . . . . Rear . . . . . . . . Height . .Q�(e , , , , , , , , , , ;; , Number of Stories . , OZ , 8. Dimensions of entire new construction: Front . . . Rear . . Depth • . . Height . ... . . . . . . . . . . . ..Number of Stories . . . . . . . . . . . . . . . . ` . . . . . . . . . . 9. Size of lot: Frc;;itear. . . . :. . . . . . . . . . . . . . . ... . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . 10. Date of Purchase . . . . * . , . . . . . .- .• R . . . . . . . . . . . . . . . . . . . . . Depth < . . . . . . . . . . . . . . . . . . . . . . . . Name of Former Owner 11. Zone or use district in which premises are situated . • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 12. Does proposed construction, violate any zoning law, ordinance or regulation:• • . .NQ . • . . . • . . . . ,13. Will lot,be regraded . . . � . . . Will excess fill be removed from premises, • . 14. Name of Owner of premises -F . . ; Add �2EbE ;e Yes No ,,� . ress . (� lv.y. . . . Phone N�(4.3�f�- Name of Architect '/ .Address . Phone No. Name of Contractor . •f�.�! . . . . . . . . . . . . . . . . . • . ,Address WA�:!S . . . , //11�ph /(p one . o� ) 55� 15. Is this property within 300 feet of' a tidal wetland�? ' *yeS. . . . . . . No. . *If yes, Southold Town Trustees 'Perinit' may be" required. PLOT DIAGRAM' Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. STATE OF NEW YORK, COUNTY OF . . . . . . S.S 4 ' ' ' ' • • L�• • • �� • • • • • • • • • • • • • • • • • . . . . . being duly sworn, deposes and says that he is theapplicant AA (Name of individual signing contract) — -hcvc named. -ie is the . . .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . ... . .. . . (Contractor, agent, corporate officer; etc.) if said owner or owners, and`is dulylauthorized to perform or have performed the said work and to make and file this pplication; that all statements contained ' this application are true to the best of his knowledge and belief;and that the vork will be perfo ed in the manner fort in the application filed therewith. ,worn to be e this . . }'= e . . . . . ., 1v9. votary P ic, . . . . . . . . . . . . . °; . . . . . . County N1410TV JIR. N6it�vyl f�ubl(e State of New Ybrk . . . . . . . . . . . . . . . . No.4806559.- `\ °` (Signature applicant) Quaf(flea in Sutfolk Coyaty Term Expires 12/3i/9W � -•��QF_SQ_lily. ' Town Hal! ' ! - Telephone(631)765-1802 f 54375 Main Road P.O.Box 1179 Gt, ;rte {631)76�R0 roger.dcherKe7g--- sou r,011uu nir us, Southold,IVY 1197I-0959 BUILDING - - DEPA,RT'MENT TOWN OF-SOUTHOLD APP_LIGATION FOR ELECTRICAL INSPECTION - - _ - REQUESTED BY: ' ` , �-- ° •__� }, �_- - -- - ._-_ -__ -__�_-- -- QJ Date: Company Name: _-e= - L Name: =- - _ _ ! yl License No.. ; Address: hone No. *G31_-_7Os JOBSITE INFORMATION: (*Indicates tepired information) *Address: +!a: '6 p, *Cross Street: *Phone No.. Permit No.: `3 aLf Tax Map District: y=_-900 . Section:- = lock-_c;)_ 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ I -' _ _ 4— (Piease Circle All That Apply) - -*Is job ready for inspection: @>0 Rough In Final *Do-you need a Temp Certificate: YES Tamp information(If needed) *Service Size: I Phase 313hase 100 150 200 300 350 400 Other *New Service: Reconnect Underground Number of Meters Change of Service Overhead Additional Information: PA_ ME-T--DUE WITH APPLICATION 82=Request for inspection Form f• '4 N/I Electric LLC CT State Lie.# 103910 S.C.N.Y Lic.#34408-ME D F`C[EG V �/ D [E MAY - 7 2018 May 1, 2018 B1EDING DEPT. TOWN OF SOUTHOLD Attn: Roger Richert Town of Southold Building Department Re: Permit 32491 Dear Mr. Richert, Please be advised that as of this date,N/I Electric LLC will not be associated with the above referenced project. Beth Stern has notified N/I Electric, as of this date,that she has hired another contractor to perform the inspection of Permit 32491 electric prior,work for safety, and the installation of the required smoke/CO'detectors required by the NFPA70. I will inform Beth Stern of this writing and make her aware that an electrical permit is required, due to the removal of N/I Electric's permit dated April 26, 2018 and liability associated with it. Thank you, Nicholas C.Nowosadko CC: Beth Stern S.C.Building Department Dennis Grebe N/I Electric LLC-6 Fairway Lane, Old Lyme CT. 06371 Email:NIElectric@hotmail.com-Phone: 860-625-3939 f f FOt/( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 l roger.richertna.town.southold.ny.us APPLI TION-FOR ELECTRICAL INSPECTION REQUESTED BY: ... r�� C -- Date - Company Name: Zee L� Name: License No.: email: /V ( x , &) Address: EA 17W F_ 0LD 1.7n It 7 Phone No.: JOB SITE INFORMATIOlN: (All Information Req\ ed) Name: TI � sr V1 Address: To 6 v CG3711 Cross Street: _ Phone No.: Bldg.Permit#: em il: � 4- �r►�� Tax Map District: 1000 Section: Bloc - Lot: BRIEF DESCRIPTION OF WORK (Please rint Clearly) 416:,iE 5 Circle All That Apply: Is job ready for inspection?: YE / NO Rough Final Do you need a Temp Certificate?: YES /0 Issued On Temp Information: All information required) Service Size 1 PhL2'. H Size: ' A # Meters OI Meter# New Service - Fire Reconnd Reconnect- Service reconnected - Underground Overhead # Underground Laterals 1 Frame Pole Work done on Service? Y N d ' ' Information: Q MAY PAYMENT DUE WIT LICATION BUMDIATG DEW. 1�9� T ���� Xis OY HAROLD ' S P .O. BOX 661 FISHERS ISLAND, NY 06390 516-788-555.0 FAX 516-788-5549 CELL 860-908-2296 MR . GARY FISH OCTOBER 6, 1997 BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 HI GARY ! I ' M HOPING THAT THIS APPLICATION WILL COVER REMOVING AND REPLACING THE ROOF . THEN AT A LATER DATE, I ' LL HAVE PROPER DRAWINGS TO COVER 2ND FLOOR ADDITION BY A REGISTERED ARCHITECT, OLIVER COPE, ETC . RELY, R D C K HC/kh Town Hall, 53095 Main Road COD Fax (516)765-1823 P. O. Box 1179 w- Telephone (516)765-1802 Southold, New York 11971 ip OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD October 9, 1997 Mr. Harold Cook PO Box 661 Fishers Island NY 06390 Re: SCTM #6-2-18 Dear Mr. Cook, The enclosed permit application is incomplete and requires plans regarding the roof renovation and a check. Should you have any questions do not hesitate to call. Since el;y Pat Conklin Southold Town Building Department Encl. HAROLD 'S P.O. BOX 661 S FISHERS ISLAND, NY 06390 516-788-5550 FAX 516=78875549 - ' . .: ,.' e •OEpF CELL 866-908-2296 MR. GARY FISH OCTOBER •15, 1997 TOWN OF SOUTHOLD BUILDING INSPECTOR S'OUTHOLD, NY 11971 DEAR GARY; I HOPE THESE DRAWINGS ARE SATISFACTORY TO SHOW YOU WHAT WE PROPOSE. MR. GREBE IS INTENDING ' TO REMOVE THE EXISTING ROOF FOR WHICH THE CEILING JOISTS ARE 2" .X 6" AND SISTER THEM WITH 2" X 8", COVER WITH 5/8" CDX AND 90 LB. ROLLED. ROOFING AS A TEMPORARY PROTECTION .FOR THE FIRST FLOOR. THIS PARTICULAR PROJECT COMES TO ABOUT TWELVE THOUSAND EIGHT HUNDRED DOLLARS ( $ 12,500.00) . THIS WILL BE FOLLOWED BY PLANS FOR A SECOND FLOOR DRAWN BY A LICENSED ARCHITECT FROM THE STATE OF NEW YORK, OLIVER COPE. PLANS WILL FOLLOW WITHIN 30 DAYS ALONG WITH PROPER PAPERWORK FOR PERMITS. I HOPE THIS IS SATISFACTORY. S Y, C00 HC/kh ;. OF SOUry®lo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 �® COUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 16th, 2006 Alfred R. Grebe Jr. P.O. Box 576 Fishers Island,NX 06390 RE: Fox Ave. (alterations) SCTM#006 0002 018 Dear Mr. Grebe, Please be advised that your Building Permit#24530 issued December 4th, 1997 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$621.20 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179QX G • �Q Southold,New York 11971-0959 1 COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 12, 2011 Alfred R Grebe Jr PO Box 576 Fishers Island, NY 06390 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ,/��,, Application for Certificate of Occupancy. (Enclosed)iQRN \� Electrical Underwriters Certifica e. (Contact your electrician) � A fee of$50.00ee,�d 5--)-4 Pee,999,1 �'� �Jl Final Health Department Approval. F Gl d J PIumbefs'Solder Certificate. (All permits involving plumbing after 411/8 ) Trustees Certificate of Compliance. (Town Trustees#765-1892) D� Final Planning Board Approval. pLjj� C�IC Final Fire Inspection from Fire Marshall. I Final Landmark Preservation approval. j BUILDING PERMIT : 32491-Z alteration/addition to dwellingN ={ \C 11 Verity, Mike From: Chris LaFleche <Chris@bdrrusa.com> Sent: Tuesday, May 29, 2018 3:32 PM To: Verity, Mike Cc: Richert, Roger Subject: Grebe Estate CO Inspection 2nd FI Attachments: Grebe Estate 2nd FI CO Permit App.pdf Hi Mike, I just wanted you to know,we've addressed the issues at the Grebe Estate property on Fishers Island as discussed. Please reference Permit#32491 #1 We installed hard wired and interconnected smoke alarms in all 2"d floor bedrooms(4)and 1-Smoke/CO Alarm in 2nd floor stairway hall. #2 We installed the cover on a small,open, electrical panel #3 We closed up open boxes containing phone and or TV wires. #4 We terminated any open cables and installed blank plates as necessary. We also took a look at the wiring on the 11 floor level. There are battery smoke alarms and battery smoke/CO combos already in place. We located open ended cables, installed boxes,terminated wires and installed blank covers. We tested kitchen and bathroom counter receptacles All GFI protected ( Kitchen counter outlets are not grounded, but are GFI protected ) I'm including an application for electrical permit in case you need that. I'll be off island tomorrow 5/30/18( not sure if you're coming to inspect) I can be reached by cell 860-287-7027 Also, I can have one of my guys meet you there if necessary. Thanks, Chris Lic. No. 35821-ME ra AXAV REMODEl.tN6 8 RESMRAnON Chris LaFleche Electrical Manager Direct Line: (860) 287-7027 Chris@bdrrusa.com Ct. Lic. E1-121869 NY Lic. 35821-ME New York: 1420 The Gloaming, P.O. Box 447, Fishers Island, NY 06390 Office: (631) 788-7919 Fax: (631) 788-7192 Connecticut: 79 East Putnam Ave, P.O. Box 1355,Greenwich CT 06830 Office: (203) 983-6083 Fax: (203) 983-6084 1 CODE = TABLE OF CONTENT5 - BUILDING USE GROUP= SINGLE FAMILY DETACHED Al TITLE PANE Al BUILDING SECTION ,@ GAMBREL ROOF / SPECIFICATIONS CONSTRUCTION TYPE: COMBUSTIBLE UNPROTECTED A2 BASEMENT / FOUNDATION PLAN AS BUILDING SECTION AT GABLE ROOF A3 FIRST FLOOR - EXISTING CONDITIONS/DEMOLITION PLAN AS SOUTH ELEVATION / WINDOW SCHEDULE - NEW CONSTRUCTION PLAN 1z 1991 BY PETER J,SPRINCs57EEL ARCHITECT A4 FIRST FLOOR - NEW CONSTRUCTION PLAN A10 EAST ELEVATION - NEW CONSTRUCTION PLAN © A5 SECOND FLOOR - NEW CONSTRUCTION PLAN All NORTH ELEVATION - NEW CONSTRUCTION PLAN PROTIDE OPERVIGS FOR A6 ROOF - NEW CONSTRUCTION PLAN Al2 WEST ELEVATION - NEW CONSTRUCTION PLAN E, EItGERCY ESCAPE AS PROVIDE 1/4 I1R. FIIE REQUIRED By PART. 714 OF RATED SEPA.IATI0i1 TO N.Y. STATE BUILDIRG CODE. PART. 717.3 (f) (1) OF :.�Y.STATE 3UILDLA CODE. o PRO'JIDE S;•OXE•DETECTIidO d r ALARLI DE4CE3 AS TO PAR-7. -1 Pj -_ - TQC UNDERWRITERS CERTIFICATE �—� REQUIRE] t t;: t STI By: AM TO 4 KA FOR FIE ald a.`. ' L Q " ALL �'. e�+gSTRU�.rT3�Jq-N .ni,'S,rt';�y..L P;:es"_1ic°..9 �'REQUIR u��fwvy"97.NTS r- 9�'Eick. .F,"F15TY:." A�..�C'.?`.�,S"/Bxi�^C+'«F.��P�.Ygd�Y� p^SiTt A EI'+�E13C,,,,Y i110 b�k:.-14" dNi�5�3�I..'i,.E Fol � O DESIGN OR(C ,`JS RUCTI0W ERROR,',-;, I I I i I I 1 I I 1 I II I I I I 1 I II I I I i g q t I I I II t��r Pn F �Y1��Iii1�Y'Iifl✓11'._�<' p9 /,g� I I �.,, 4-A I I � � �I��°�.�'es�aiy �p,,p � ! _1 /�v L —I , FYII '^,r.l�, HEX-11ALrROC V PP�C1Bd �'�' lr f i��t�����3.�@ib�e I � f ��Pt,LiP J°3�ijS iE � �+��YEi�TIiyG I ON LEAD CONTENT 131: . i � TESTI�`:��� o s tm�E� DEVICES k3 1' q�T ( ) yy gg p�y8 pry .g�CO2g� i P9- e 9• 0r"- " HIi F I '- cam .'a�iPl✓S�ii�QG i�•7i miirrii 3UI1DI, G COD . I I I I � i I OLDER USED YJ V.� �aT-R I �Cfe'PPi."•l'tub►11f7 ry I w TEEM" i,a I)r r -- - - - - - - - - - - - - - - - - - - - - - i _ SUPPLY SYS CAA r ,0T I �r��'�t,r di tr►baitin ELEVATE R - - - - - - - - - - - - - - - - -- - - - - - - - - - '� 5� T/-- - ------ - , - - --- -IEAT a_ir<� s L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - L - - -- - - - - - �- - - - - -� 01�Y�c� � � .�?-,�Pt b� 'aF�liH�iCES 18"AS ~ `Or L � R 717.3!� 8Y FART. ' 11•Y STATE BULD1 jCF CODE, v G c \S�ERED AAC rt QG Es s,,q y�TF CL R E m 'Aft" 01 r S' 021359 O Q CF N O 7 T7 C F A E N DATE: 24 NOVEM5ER 1991 H ISLAN N WA ch / P J S RINGSTEEL 10S STARK ST. ' s MYSTi�CT 06355 „ NOTES= 1, WINDOW 4 EXTERIOR DOOR HEADERS ARE 2-1"x8"DOUG FIR W11/1"CDX FLITCH 1, D.F,-DOUGLAS FIR STRUCTURAL GRADE MATERIAL NO,2 OR BETTER. UNLESS OTHERWISE NOTED, S.FLASH TOP OF ALL DOUBLED DECK FRAMING MEMBERS TYPICAL, 2, INTERIOR DOOR HEADERS ARE NOT REQUIRED UNLESS NOTED. S, DOUBLE FRAMING MEMBERS AT ALL OPENINGS UNLESS OTHERWISE NOTED, 3. ALL DIMENSIONS ARE TO NOMINAL FINISH SURFACE AT INTERIOR PARTITIONS AND TO OUTSIDE OF STUD AT EXTERIOR WALLS UNLESS 10,FRAMING 18 SHOWN ABIOVE TYPICAL, NEW S"THICK 3000 PSI CONCRETE OTHERWISE NOTED, II, P,T.-PRESSURE TREATED SOUTHERN YELLOW PINE, FROST WALL FOUNDATION SET ON 10'x20"3000 PSI CONCRETE 4, ALL DIMENSIONS ARE TO CENTERLINE OF WINDOWS AND DOORS, FOOTING SCORED.SET BOTTOM 4'9' UNLESS OTHERWISE NOTED, IZ. CONTRACTOR SHALL VERIFY DIMENSIONS. OF FOOTING 3'6" BELOW FINISH 5. UNLESS OTHERWISE NOTED,DOORS AND WINDOWS SHALL BE CENTERED GRADE BETWEEN WALL$. 6, ADD BLOCKING At FLOOR STRUCTURE FOR PARALLEL WALLS AND POINT LOAD CONDITIONS,DOUBLE FRAMING AT PARALLEL WALL$, G A.._ rl --- 1 1 r___-_-- EXISTING - - - - - - - - - - - _ - - - - - - - - - - - I I T i - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - -- -- - - - - - - -- - - - - - - - - - - -- - - - - - - - C - - - - - I I I EXISTING WIDE FLANGE COLUMN - - - - -, 2"MINIMUM 2500 PSI CONCRETE I 1 I RAT SLAB IN CRAWL SPACE I I I 1 'I VENTILATE NEW CRAWL SPACE 1� t0 EXTERIOR OR TO EXISTING `,..° N I j BASEMENT WITH MINIMUM S'xlb" 1 1 SCREENED OPENING m 1 1 p qz o z o p I I I 4"x4'P.T.POST SET ON CONCRETE PIER WITH GALV, w x w" I I I STEEL POST ANCHOR WITH w 1 a@ w J4 (3 p I I I ANCHOR BOLT TYPICAL I NEW 2"x6'P T.DECK I I I 1 I -cxo 'wX N JOISTS 0 1004, I I I I I I I PROVIDE 1"xl2'P.T.STRINGERS j I I AT 10 O.C.SET ON CONCRETE SLAB z U AT EXTERIOR STAIRS PQ 2"x8"P.T.FLUSH BEAM � rrrrrYrir W � C $ w + d ILI foo foo u u s ca s 4 Q N N H P J SPRINGSTEEL i 10.5 STARK ST. .„ MYSTIC CT 06355 BASEMENT BASEMENT NEW 3.5'STEEL COLUMN WITHvn>.` '` """" .:r CAP AND BASE PLATES SET ON NEW 30"x3O'x1O'3000 PSI CONCRETE FOOTING I EXISTING Wit x 26 - - "'" �� - - _L- - - - - EXISTING W12 x 35 I I i EXISTING 3b"DIA, EXISTING 3.5"DIA, � J m STEEL COLUMNS STEEL COLUMN UP 13'6' 1110" x x I I AL C O C4 � — N t EQUAL EQUAL dft rt �A X PQ pq rt I CL I I I I u o I I I CCD n s 4"x4"PT.POST SET ON w CONCRETE PIER WITH GALV, x a- � STEEL POST ANCHOR WITH r �o ANCHOR BOLT TYPICAL , r I I O 1"xl0'P T,FLUSH BEAM 2'x10"P.T.FLUSH BEAM I I a OI I — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — -- — —— — — — — — — — — — — — — , 7 I I i I - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - I I 00 L - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � O PROVIDE 2"x12"P T,STRINGERS DATE= 24 NOVEMBER 1991 CONCRETE SLAB ASAR AT EXTERIOR STAIRS G\S�ERz y ,. 11 � ch �481�;" 25'33/;n 50'0" e'.;r.t,x�—„� S021359 T4TF OF NO'� IST NG 60 ASSUMED 8,DEMOLISH AND REP10YE OOR STS DEMOLITION S C N E D U L E AND NOTE-5- CANLBE ER FI ETD,SHOT U D EXISTING CONDITIONS NS ALL EXISTING CEILING FINISHES, O EXISTING INTERIOR WALL t0 BE DEMOLISHED AND REMOVED DIFFER FROM THAT ASSUMED,THE ARCHITECT SHALL PROVIDE SKETCHES AND DRAWINGS SUFFICIENT TO EXISTING EXTERIOR WALL SHALL BE DEMOLISHED AND REMOVED EXPLAIN REVISED STRUCTURES, D EXISTING INTERIOR WALL 5,ALL ITEMS TO BE REMOVED AND REUSED SHALL BE PrOVIDE 114 Vl"i- FICA: PROTECTED AND STORED IN SECURE WEATHERTIGHT EXISTING EXTERIOR WALL LOCATION. r.f TED SEf't;!AT10"I to 6.EXISTING LOAD BEARING WALLS SHALL BE TEMPORARILY I, ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF BRACED WITH ADEQUATE SHORING UNTIL NEW COLUMNS IfI'T 717.3 (f) (1j ( ; OFF- IN LEGAL MANNER, F 4,51, 4 TEC OR WALLS ARE ERECTED.REVIEW PROCEDURE WITH ARCHITECT. V-Y- Sf UE rUILDlr.r, `ODE. Pq 2 PROTECT ALL REMAINING STRUCTURE,INTERIOR 1,DEMOLISH AND REMOVE EXISTING ROOF STRUCTURE, SPACE 1 EQUIPMENT FROM DUST AND FLYING DEBRIS. GARAGE ROOD 3. PROTECT INTERIOR SPACES,FROM MOISTURE IMPORTANT NOTE= PENETRATION At ALL TIMES. CONTRACTOR SHALL MAKE NOTE OF LOCATION OF ALL Pq OVERHEAD AND UNDERGROUND UTILITIES AND PROTECT SAME 4 4, CONTACT ARCHITECT IMMEDIATELY UPON EXPOSING FROM DAMAGE DURING GONS1RUCtION OPERATIONS. EXISTING FOUNDATIONS,WALL t ROOF STRUCTURE AND z O 0 DECK CAREFULLY REMOVE EXISTING BAY OWm �■ FOEUSE AT FRONTIOF HOUSET SEE ELEVATIONS O AND NEW CONSTRUCTION PLAN STRIP SIDING FROM EXISTING EXTERIOR WALL Pq - - — — — — ——— — — — — — — — — — — — — — ——— — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — —— - -- - - — — — — — — — — —— — — — — — — — — ►— DEMOLISH AND REMOVE EXISTING 1 lUit WINDOWS AND DOOR AT THIS WALL I lu I I 1'O"X 4'6" 4'S"X 4'6" I'10"X 4'6° 3 "X 4'0" b'8"X 3'6" 6'O"X 5'O" I Q�UL I IB„xb'BII I 4 2'I” m41i1" __4_'0" 41/2" I I 21,51FlII i w P x'giSII O i pl I- 0N— OL iII I' ,41I Ii DN'IKITCHEDINING I I - 1. O OL w U " _ x14224'3"M,$DRM, QC I 155,4 T} 2 _ DEMOLISH AND REMOVE KITCHEN j p ' CLOSET , °' CABINETS AND APPLIANCES I U O 0 x o I P J S RINGSTEEL I Q I I ,OS STAR ST. MYSTIC R D6355 CAREFULLY REMOVE EXISTING I =� I WINDOW UNIT FOR REUSE AT i _ I -......., �J "813(1,",:.?`sS72`.�3t : i SAME ELEVATION-SEE ELEVATIONS U AND NEW CONSTRUCTION PLAN 1 = CLOS, � CLOS, Z-30 X68 I � 1 1 I 2'8"X6'8" 4"Xb'8" Z 4"X6'8" 2'8"X6'8" cc'n I O HALL n BATH I 1 m - So Z'6°X6' n 1 IS, IQx Im j o m I x LIVING ' X O r I 41 ' 4'11" 4r%II 3b" 41ia I'II34 41/2I1 rj Er=g � O C i �T � DEMOLISH AND REMOVE Pq x I I PL4 3 I EXISTING PLUMBING o I" I rt I FIXTURES AND ROOM N I ;,� 1 w N I FINISHES I ' i I I— — C ' 3 I _ B�� 4�2u F4�5n 41j2n 20'6" 1 VEL r i o BR. 3 L 5, 3'0"X6'8" -- G. I I 13'I"x 5'0" ' I I �� LAKs I i - �4 1 x I �; `t - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -i m x v r I IIS,%I, 4,,a„ 2'3"I 4,,�II 103" o DEMOLISH AND REMOVE O I , EXISTING BOW WINDOW w 0 ' 3'01'X 4'6" 3'0"X 4'6" 3'0"X 4'6" 3'0"X '6" I O I I 7 I , 1I DEMOLISH AND REMOVE co L- — — — — — — — — — — — — — — — — — — — — ——— — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING LANDING AND STEPS DEMOLISH AND REMOVE EXTERIOR AS NECESSARY WALL AS,NECESSARY FOR RELOCATED� BAY WINDOW cD��O DATE= 24 NOVEMBER ISS1 CS sip,,,>. rTFo� N 2 4'8'/4 25'33/+II cS�* 021 3 59 .� TF OF N00 �� WALL SCHEDULE: NOTES- 1, WINDOW AND EXTERIOR DOOR HEADERS ARE 2-2"4'DOUG FIR 6, ADD BLOCKING AT FLOOR STRUCTURE FOR PARALLEL WALLS AND POINT EXISTING INTERIOR WALL SYSTEM W/1/2"CDX FLITCH UNLESS OTHERWISE NOTED, LOAD CONDITIONS,DOUBLE FRAMING AT PARALLEL WALLS. ?, INTERIOR DOOR HEADERS ARE NOT REQUIRED UNLESS NOTED, 7, DF,a DOUGLAS FIR STRUCTURAL GRADE MATERIAL N0,2 OR BETTER, FLOOR AREA; EXISTING EXTERIOR WALL SYSTEM 3. ALL DIMENSIONS ARE t0 NOMINAL FINISH SURFACE AT INTERIORFIRST FLOOR 2)91$,F, PARTITIONS AND t0 OUTSIDE OF STUD AT EXTERIOR WALLS UNLESS 8,FLASH TOP OF ALL DOUBLED PECK FRAMING MEMBERS TYPICAL. SECOND FLOOR 1,048$F, NEW INTERIOR WALL SYSTEM OTHERWISE NOTED, NOD'OUBLE FRAMING MEMBERS AT ALL OPENINGS UNLESS OTHERWISE GARAGE ROOF AS TOTAL AREA 3,239 SF, NEW EXTERIOR WALL SYSTEM 4• ALL DIMENSIONS ARE TO CENTERLINE OF WINDOWS AND DOORS, pq UNLESS OTHERWISE NOTED. 10,FRAMING IS SHOWN ABOVE TYPICAL, PORCH AREA 1210, 5. UNLESS OTHERWISE NOTED,DOORS AND WINDOWS$HALL BE CENTERED BETWEEN WALLS. 50'0" 11.PT, PRESSURE TREATED SOUTHERN YELLOW PINE. 14, y n 1 1. , n/2 3z 114 102 ton - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - -- - - POST--4-2"xb"DF, I' 1' 3,0„ 312a BLOCK SOL BELOW 811" 3'6" I Ell' HEADER:3-2"x10"DF,W/2.1/2'CDX FLITCH I HEADER;3-2"x10"DF,W/2-1/2"CDX FLITCH 1514" SHELF 412113'5" SHELF 4t�aSHELF20'6° I I I I ' FQ�'iDE OFCf,'1f�' ; CONTINUOUS FLUSH BEAM= 10 G S FOR , 3-2 x10 D.F.WITH 2-1/2 1.0 pq EV1ERGEP,'^YESCAPE AS x11 STEEL FLITCH PLATE$ x Jill a N FEQUIRED Cy PAE','T, 7I� OF , n � o � I O fd.Y STATE CUILDff% CODE� a Ile oLAUNDRY I LIVING a o � I o ;<, I x �^ 94Q U; STAIR UP= I H 0 - I _ 13 RISERS 0 7.815" I HEADER-2-2'x8"DF,W/ 0 I o 12 TREADS a6 9" I 1/2 CDX FLITCH I x PROVIDE CODE 1 IPOST:4-2"x4"DF,FROM ROOF . I COMPLIANT HANDRAIL I LOAD,BLOCK SOLID BELOW `^ I AND GUARDRAIL$ON I OPEN SIDEI „ " Q u POST-4-2x4 PF,FROM ROOF Q POST=3.2"x4"DF. BEARING WALL 1 DRYER WASHER I LOAD.BLOCK SOLID BELOW i I U i BLOCK SOLID BELOW 1 i - v _FLUSH HEADER:3-2"x1011 WITH _ I n n FLUSH HEADER'3-2"x12"D.F.WITH 2-1/4'STEEL FLITCH -.tea I = < 2-1/4'STEEL FLITCH ` 2 8 X(wa 8 _ Lu � -_..___. _ ... — — — _M I 1 7�. � I n 111 i►/\ I 9,111 4t/2" 4'612" '41/211 1'1° iD 4121 4'0" 4'/4a I I Z TO INSIDE FINISH m Fd N, ' - Sol I P087:3-2"x4„D.F.FROM FLOOR I O � PAD OUT EXISTING WALL I ° s I I I LOAD,BLOCK SOLID BELOW I -u EXTERIOR WALL t0 co co t_s __-MATCH NEW-2'x6” x O i l fI CONTINUOUS FLUSH BEAM , EXTERIOR WALL 3 6 -2'x10"DF.WITH 2-1/2" F U u>I Lu xII STEEL FLITCH PLATES n� x -� i j cMa I 2-I'6"X6'8" ' DN. I HA® w O V \ Q' OL N I I I X I I I 2110 n 41/2" I N 1 QPEN ABOVE I EXISTING I I n j� 2ND FLOOR � POST-3.5 DIA.STEEL JACK FROM I CLOSET x BATW 2 STAIRWAY I I x ROOF LOAD,BLOCK SOLID BELOW, 0 �w � I I � p I I o � I � P J SPRINGSTEEL � a I of o I I�n BEARING WALL Q I ass7n"asr.— CA I 0 u X I I I N N I CA MYSTIC R 06355' �^ BLOCK BEARING POINTS AT I �/ '^ I - FIRST FLOOR BELOW OPENINGS Ii, � a .xa=:.•1»n•:. '.•..:. U EXISTING OPENING �( v 4 Cts SWC i TYPICAL 1CDX FLITCH ' t "WITH a i I CL05, CL- - - - - -g - - - - I HEADER 2-211x10'WITH - - - ' 1/2'CDX FLITCH I O - - - - - 10'5° , 41211 110„ t/" — 412511 ¢211 2110" 412' 3,4/2 4111 REF. I1 p — 411X61 11 2 4"X6'8" — — — — — — — — — — — Al I - t° 114EADER-2.2"xi0"DF. n HEADER 2-2"x8'DF, , - Jul 1/2 CDX FLITCH HALL ca t0l In CDX FLITCH BAtN 1 BEARING WALL --- --CONTINUOUS FLUSH BEAM= ' " 0 /a �I >0t 3��2"x10"DF,WITH 2-I/2" r, 2'8"X6'8 2 6 X6'8 i<ri x11 STEEL FLITCH PLATES 0) x � I CLOSE � I I I � P�1 I — — 0 x o 412„ 410" 417„ 51011 41�21i 3161 4/211 12,011=412 'S1 4121 O Ow s — - 4'o'IX6'sn x KITCHEN LL ;ao CLI CSS,° QQ Of - °00 x � COO a I OI ea Ion POy FLUSH NON-COM /715LE HEARTH i w Ca w I y t $"' Q w- O HEADER.-2-211x10"D F.fu- , I I W/I/21.CDX FLITCH I o � 4t/51 1313" 412" 6,912 41/2„ 171 w r} I S, 3'p X61Es1 1 11 1 11 s 1 11 4'0 3'0" 4'611 Iln 1111 POST 3-2"x4"pF,FROM R F Z , LOAD.BLOCK SOLID BELOW PORCH II CO b 6 --- } 0 POOR HEADER:2-2"x1011 DF, W/1/2"CDX FLITCH * " n 10"DIA.ARCHITECTURAL ' a n , 9 x DROPPED BEAM 3-2 x12 DF, I FIBERGLASS COLUMNS- 412 1511/411 = W/2-1/2"CDX FLI CH , PROVIDE GALV,STEEL 0 HEADER:2-2"x1011 DF,W/1/2"CDX FLITCH N TIE-DOWN AT TOP AND 0 = , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I BASE OF COLUMN TYPICAL QI - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 6'011 X 4-61' 6'011 41611 61011 X 4'6'1 1 = , L — — — —— — —— — — — — — — ——— — —— — —— — —tt+r— —t— — — ——pt—p- - — — — — — — — — — — — - - - - — - - - - - - - - - - - - - - - -- - - - -- - - - - - - - — — � � t.c .'IDE ®S'��"IP..^IG � , — — — — U — — — — — 0) HEADER:2-2"x10"D.F.W/1/2'CDX FLIT ' " C � k._ P 2x10 DF,CEILING JOISTS f�.I ll�bLt.61 L.s+8.. C. m 16 oz. � DATE: 24 NOVEMBER n131 P I 12'5" �/ i I a/n `�\S�ER�S.pidC � N CE�C RED Cy Pr� -T.714 C.- 29 4 Q�P 1. Fll STATE CUILDIVG COD 41 " " ,�' " , I .1 12'4 e" a 114/4 19 a 10 012 5 B/2 a !' „ r 50'11/2° 0213 59 >r pq 24'81%" 110" 10'81/4" 110" 3OII5'O" - -- - - - - -3�Ou 4 Ou Q pp OVIDE OPENINGS FOR I tC ELIMENCY ESCAPE .� U UIPED BY PART.?OF CEILING IN DORMER TYPICAL , Q I 2"xa"Dr-.CEILING JOISTS ib"o,c, fm.Y. STATEJ�,LDING Cr..E — — W * 0 2'x10"DF.CEILING JOISTS ,fi o p n ,nart 16"O.C. m FLUSH ROOF/CEILING HEADER M - - 2-21xa"D.F.W/1/2'CDX - 1 � CANTED 2'x6"EXTERIOR I WALL TYPICAL 2.410"X641 ►— `r O �� ♦ PSDF. nO 6"D.F. OT POST I U _ 56u _* i i u iX6 S n N .D I Q CID 28 I I U1 KNEE WALL i 2'x10"D.F.CEILING JOISTS i ROOF BEAM 3-2"x12'D.F.WITH I O z HEADER- CEILING 4D lb'O.C. 2-1/4'x11"STEEL FLITCH O 2-2"x8"DF.W/1/2'CDX px. I I Q t i � -i Z'4"Xb 8' ��� I w- O I OL vs� 14 nuj / I @ I W v I PROVIDE 2-2"x8'1DP.HEADERyj OPEN TO O _ AT ROOF FRAMING FOR FLAT CEILING pq � / $ATN 3 = HALL 1 I-NtlO, AT ATTIC DOORWAY 01 o N ° BELOW NW ALL I G = �, `1 o I P J S RINGSTEEL 1 - - - 24"X6'B (I` _ X' - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -I s, MnsncaSoi3SS i }- cq : o O ATTIC =np } . N. I f i , O �1 r 713 U c9) i w I O 0 VIP 00, 43 I 2'B"Xb'8" L s 2 u a 1 u n n u 1] 5 4i2 9 2 4�t 5 6 612" �a i O D r ��osT x A Al KNEE WALL Z I ' O CANTED 2'x6"EXTERIOR I �•/ 1 W WALL TYPICAL I I � I i � C i B�4 2'xIO"DF.CEILING_JOISTS � ` µms► I 1 e-F `" o rat I6"O C. X, 2 ' wW. o4 FLUSH ROOF/CEILING HEADER= O 1`%' pp 2-Vx8"DF.W/1/1'CDX "` q„x I I rt 1 - - -IPL - - - - - - - - - - �Er�tr�GSFOr� I - - - - - - - - - - - - - - - G'FO�IDEOI T'11:GS Q Z m , ' ESC ►PE�'�S 1 - - - - - - z c� _ hIERGEECY 1 T 714 OF P.tQUIr ED BY r- . W STAIE a ILDIr.G CODE. 20'11" I � O O u: :o Q O - - - -- -- - - - - - - — — - - - - -- - - - - - - - - - - - - - _ 3b° 5On u - u- - - - - - - - - - r � 3'O 5 O 00 ter.. ��r-D / DATE., 24 NOVEMBER 1991 T o" ^ 24'811/4" Ca�c'� a S S b��'A 'P N c 021359 l�OF NO"' GABLE OVERHANG: 2'xb'RAFTERS CANTILEVERED FROM GABLE STUD&WITH z"xb' SOFFIT JOISTS CANTILVERED FROM FIRST FLOOR WALL TYPICAL fn pq r - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i — — — — — — — — „— — — — — — — —I Ir — — — — — — — — — — —— — —— — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — i l CANTED 2 xba EXTERIOR 1 WALL TYPICAL I I I ICoal) pqI I I I I r - - - - - LL Qk I '- - - - - - I I - - - - � " I - � I I f I CANTED 2'xb"EXTERIOR WALL TYPICAL Lu I I 2"xS'D.F.ROOF RAFTERS 2'x8"DF.ROOF RAFTERS t t Ib'� 'O awl 1(0 OC.� I I - - - - - - - - - - --� � w i I I I I ROOF BEAM 3.2"xl2"DF,WITH FLUSH ROOF/CEILING I I 1 2-1/4'xIi"STEEL FLITCH HEADER i t I I a I I ,, o- 2-2'x5"DF,W/I/2'CDX I � TYPICAL DORMER FRAMING I � � I _ c� SET 2"x10'PLATE ON i l a �2 I cn I / MAIN ROOF DECK VALLEY a i I � ILu uj 2"xIO"DF,DORMER 1 CsT I i RIDGE RAFTER I I PROVIDE 2.2"x8'DF.HEADER 4 1 1 cV r I I a I I AT ROOF FRAMING FOR FLAT CEILING CA I I m 1 1 i I I uj AT ATTIC DOORWAY I I }— i o P J 5 RINGSTEEL 105 STAR"ST. (/ —� — — — .9 � MYSTIC CT 06755 2"xi2"DF,RIDGE RAFTER I I ' ` n§':` � o- 1 1 I I I 5 57 2; 30 t I I 1 1 1 1'x8"DF.ROOF RAFTERS I l i al 16"O.C. I I I I I I I I I SET 1"xI0"PLATE ON I I I I MAIN ROOF DECK VALLEY I I I I I I I I I I I I I I I I I I Alpq' I I LL � I t l 2"WDF,ROOF RAFTERS 2'x8"DF,ROOF RAFTERS IF1�1 Ib"oz.C. O ib" C. I I A 03I I I Q I I I I s14 I n t - - - - I I � r - - - - - I t - � it r, 3 I i >w4 cn dft II C 1 1 i i BEARING WALL BELOW i t r t ; - - - - - � PLI ' - - - -- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -It I I - - -I- - — I I Z I I I IY a Q. I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - I x O co p (EKEDAR C��F DATE= 24 NOVEMBER 1991 s spG���� N p An A8 S 02135 r�7"OF ELECTRICAL/MECHANICAL SYSTEMS- -PROVIDE AT LEAST MINIMUM CODE REQUIREMENTS FOR ELECTRICAL AND MECHANICAL pq SYSTEMS PER LOCAL AND STATE CODES, 2"xl0"DOUGLAS FIR RIDGE RAFTER -PROVIDE AC/DC SMOKE DETECTORS IN ALL BEDROOMS AND IN CENTRAL HALL AT EACH FLOOR LEVEL, NEW 2"x8'D.F.RAFTERS 10 16'OC, RIDGE SET 2"x8'D.F.DORMER ROOF 12 NEW 2"x10'HEMFIR OR SPRUCE ATTIC JOISTS 0 16"OC, EL,+22'9" RAFTERS ON 2 x PLATE ON 1 MAIN ROOF DECK pq N ATTIC 1 1 PLATE 12 EL.+16'9,5" PAINTED CROWN 24 DORMER HEADER BEYOND= Q pq I BR06CO 08009 2-2'xS"D.F,W/In'CDX FLITCH O NEW 2"x10"D.F.RAFTERS E►16'O.C., _ BR, 04 NEW 2"x6'HEMFIR OR SPRUCE CANTED r M STUDS 0 W O.C, ATTIC: NEW 2'x4"HEMFIR OR SPRUCE NEW 2"x6'HEMFIR OR SPRUCE KNEE NEW 2"x10"DF.JOISTS '– CRIPPLE WALL STUDS 6 16"O.C. WALL STUDS Q16"OAC. � WITH 1'x4"TIE-BACK AT EACH STUD SISTERED TO EXISTING "' 2ND FLOOR 2'x6"CEILING JOISTS TYP, EL,+8'10,25" 1 m\� � PLATE w If EL. NEW 2"x10'D.F,JOISTS NEW BEAM NEW PLATE HEIGHTS TO MATCH SISTERED t0 EXISTING 3-2"XIO'D F.WITH EXISTING w- 2"x6'CEILING JOISTS TYP, 1-InNS'FLITCH PLATES BOLTED TOP 4 BOT. w art I6 O.C. _ �N Aj T® = FOUR KITCHEN o IST FLOOR —'q Lu REF,EL,+0'0" AVG.GRADE ~ P J S RINGSTEEL EXISTING WIDE „ " 105 STARR ST. NEW 2 AO FRAMING X116 O.C. _ MYSTIC Cf 06355 FLANGE GIRDER SET ON SHIMS AND EXISTING �Y AND COLUMNS FRAMING AT KITCHEN AREA TO co 860.Ei w'52;`/3E76` O ASEMENT MATCH FINISH FLOOR HEIGHTS BASEM NT �' ► 1 v NEW 35"STEEL COLUMN WITH � —�— BASE AND CAP PLATE$SET ON 30"x30"x10"3000 PSI CONCRETE FOOTING r. F� BASEMENT EL, = ROOF SYSTEM IST FLOOR SYSTEM 2ND FLOOR EXTERIOR CANTED WALL SYSTEM= PORCH SYSTEM= pq 0-4 -25 YEAR ARCHITECTURAL GRADE COMPOSITION SHINGLES:BIRD"WOODSCAPE", n u -p -NEW WOOD FINISH FLOOR OR CERAMIC TILE ON I/2 PTS. 25 YEAR ARCHITECTURAL GRADE COMPOSITION 614INGLES:BIRD WOODSCAPE 4"xS" IN BEADED BOARD CEILING PAINTED OR VINYL CEILING. -150 FELT. OVER 150 FELT AT CANTED WALLS, 4"x PAINTED CEDAR BEAM WRAP AND TRIM. 1 i -EXISTING STRUCTURE TO REMAIN AT EXISTING AREAE, -150 FELT WITH ICE AND WATER SHIELD BARRIER AT EAVES 4 VALLEYS. 0000- >N4 -U2"CDX APA SPAN RATED SHEATHING HURRICANE NAILED. 40"DIAMETER FIBERGLASS ARCHITECTURAL LOAD BEARING COLUMNS. ~ -2"W DOUGLAS FIR RAFTERS AT 16"O.C,WHERE INDICATED, u -514'x4"MAHOGANY DECKING. ~ 3 „ „ " -2CDX APA SPAN RATED SHEATHING HURRICANE NAILED. -2 xl0 DOUGLAS FIR RAFTERS AT 16 O.C.WHERE INDICATED, Il II u � ER PAINTED RISERS, rt -SIMPSON H5 GALVANIZED STEEL HURRICANE ANCHOR$At EACH RAFTER. EAVE SYSTEM: 2" DOUGLAS FIR,HEMFIR 0R SPRUCE A 16 O C.STUDS. C„ „pA „ 2x8 PRESSURE TREATED JOISTS AT I6 O.G. N1 -6""RI9 FIBERGLASS INSULATION WITH KRAFT FACE VAPOR BARRIER. -3'x4"SEAMLESS ALUMINUM FREE FLOAT GUTTERS IN WHITE, -1/2 PAINTED GYPSUM BOARD FINISH,MOISTURE RESISTANT A7 BATHS. -10"PIA.3000 PSI CONCRETE PIER FOUNDATION. C -1 x PAINTED BASEBOARDS AS SELECTED BY OWNER, ATTIC FLOOR SYSTEM 4lIHl?E ALUMINUM CONTINUOUS DRIP EDGE, u „ -PAINT GRADE WINDOW AND DOOR CASINGS AS SELECTED BY THE OWNER. pq r -IND"PAINTED CEDAR FASCIA, -PAINT GRADE STOOLS AND APRON$AT WINDOWS TO MATCH EXISTING. INTERIOR WALL SYSTEM rt -3/4 CDX SHEATHING-AT GABLE ROOF ATTIC -2"x CONTINUOUS SUB-FASCIA, p- 0 Z -2"x10"DOUGLAS FIR CEILING JOISTS 616"OAC, -3/4"PAINTED M.D.D.SOFFIT, 4/2"PAINTED GYPSUM BOARD FINISH ON EACH SIDE. GALVANIZED STEEL JOIST HANGERS AT FLUSH -CONTINUOUS WHITE ALUMINUM SOFFIT VENT. PROVIDE MOISTURE RESISTANT AT BATHROOMS, rT Z FRAMED CONDITIONS. VERTICAL FLOOR EXTERIOR WALL SYSTEM- -111"FIBERGLASS REINFORCED CEMENT BOARD AT Fiy m 49 R30 FIBERGLASS INSULATION WITH KRAFT FACE ALL CERAMIC TILE AREAS,IN LIEU OF GYPSUM BOARD. VAPOR BARRIER, SLAB SYSTEM. -4"EXPOSURE VINYL CLAPBOARD SIDING TO MATCH EXISTING, 2"x4'1 HEMFIR OR SPRUCE STUDS AT 16"O.C. -1/2"PAINTED GYPSUM BOARD FINISH,MOISTURE RESISTANT AT BATHS. VINYL CLAD WOOD DOUBLE HUNG WINDOWS,WITH VINYL TRIM AND CASINGS, 35"FIBERGLASS SOUND BATTS AT ALL BATH AND -EXISTING CAST IN PLACE CONCRETE. INSULATING LOW-E GLASS-ANDERSEN WINDOWS OR EQUAL, BEDROOM DEMIZING WALLS. C -TYVEK OR TYPAR INFILTRATION BARRIER. -1"&PAINTED BASEBOARDS WITH PAINTED BASE CAP. 2ND FLOOR SYSTEM EXISTING STRUCTURE AT EXISTING WALLS. -BEADED 111x4"PAINTED PICTURE FRAMED DOOR CASINGS 0 FOUNDATION WALL SYSTEM' -211x6"SPRUCE,HEMFIR OR DOUGLAS FIR STUDS cd I6'O.C. WITH 5/4"PAINTED PLINTH AT BASE, 3/4"x2-1/4"STRIP OAK FINISH FLOOR,CARPET OR CERAMIC TILE ON 1/2"PTS. -6"R19 FIBERGLASS INSULATION WITH KRAFT FACE VAPOR BARRIER. 3/4 APA SPAN RATED SHEATHING GLUED AND NAILED. EXISTING 10'CAST IN PLACE CONCRETE, -1/2'PAINTED GYPSUM BOARD FINISH,MOISTURE RESISTANT AT BATHS, 2'x1O"DOUGLAS FIR FLOOR JOISTS AT 16"O,C.SI$TERED t0 EXISTING 2'x6" 1 -I"x PAINTED BASEBOARDS AS SELECTED BY THE OWNER. -GALVANIZED STEEL JOIST HANGERS At FLUSH -NEW 8 3000 PSI CONCRETE FROST WALL. (A -NEW 10"x10"MIN,3000 PSI SCORED CONCRETE FOOTING -I"x PAINTED WINDOW AND DOOR CASINGS AS SELECTEE)BY THE OWNER, FRAMED CONDITIONS. SET 3'6"BELOW FINISH GRADE, -PAINT GRADE STOOLS AND APRONS AT WINDOWS TO MATCH EXISTING, -- DATE* 24 NOVEMBER 1991 -1/2"PAINTED GYPSUM BOARD FINISH,MOISTURE RESISTANT AT BATHS. -V2"DIA,ANCHOR BOLTS WITH 1"EMBEDMENT MIN,0 5'0"O.C,AND AT ENDS PED ARC OF 61LLS TYPICAL. /�'1T Vi 02135S P� �?ZEOF NE`M�� PLI RIDGE EL.+22'9" ITO 12 �n O 6 ATTICEE ''- �® — - ® I I 2'x10"DOUGLAS FIR ® U OR DOUGFIR RAFTERS �1a 16'O.C. Q Lu 2'x6'HEMFIR KNEE WALL ROOF BEAM-1S'SPAN= w STUDS 0 16'O.C. 3-2"x12 D.F.W/2-1/4"x11"STEEL FLITCH 0) PLATES THRU-BOLTED I6"O.C.TOP AND �+ BOTTOM z O � 2"xS"SPRUCE,HEMFIR (L ORDOUGFIR RAFTERS 6 16'O.C. LAPPED ON TO 2"xl0'RAFTERS POST BEYOND2ND FLOOR FASTER RAFTERS 70 STUDS AT GABLE OVERHANG BEYOND EL.+8'10.25" _ Lu Iu - - - - TYPICAL-PENETRATE SHEATHING m�Y O U p0-. _ PLATE /� ,- 2'x6"HEMFIR OR SPRUCE RAFTERS CEILING/FLOOR BEAM-IS'SPAN= EL.+111V �.r� m r1a I6"O.C.LAPPED ONTO 2"x10"RAFTERS 3-2"xl2'D.F.W/2-1/4"Al'STEEL FLITCH PLATES THRU$OLTED 16"O.C.TOP ANDBOTTOM 1gu H PROVIDE SIMPSON MSTA36 STRAP TIES NEW EXTERIOR WALL SYSTEM= POI Cq BEAM: AT BOTTOM OF EACH JOIST SPANNING 2'x6'STUDS fT 16"O.C. _ P J S RINGSTEELkn 3-2 x12'D.F.W/1-In'COX FLITCH PLATES � iosw srnansr. � rersTK a onus BEA 1.IVIINCx � � K ItCNEN � NEW 2'x10"D.F.D F.CEILING/FLOOR KITCHEN -572y O �® JOISTS 10 16'O.C. 'rt'. U Lf PORCH POST BEYOND-10"DIA. FIBERGLASS ARCHITECTURAL COLUMN IST FLOOR )-71 11 A REF.EL.+0'0" M�1 EXISTING 2'x10"RAFTERS AVCS,GRADE I I s " EXISTING WIDE EL.-1'10" FLANGE GIRDER �► 16"O C. NEW 2 x10 FRAMING 9 I6 O.C. AND COLUMNS SET ON SHIMS AND EXISTING EXISTING DE FRAMING AT KITCHEN AREA TO EXISTING 2"xl0"JOISTS FLANGE GIRDER _ Z MATCH FINISH FLOOR HEIGHTS 6 I6"O.C. 7AND COLUMNS �� (t'1 I I EXISTING 2'xS"JOISTS m !� -I BASEMENT EXISTING 10'THICK GARAGE a 16"O.c. CONCRETE FOUNDATION NEW 2'4'P.T.DECK JOISTS WALL 41 16"O.C. C BASEMENT K >w N• EL. PF N C pq r rt CL con z r 0 m CL 0 0 C \�,� RED DATE= 24 NOVEMBER 1991 t qv R G X77 t; OF N pq u pq pq z W C:) I EXTEND EXISTING CHIMNEY TO —RIDGE VENT TYPICAL 2'0"MINIMUM ABOVE RIDGE- MATCH CLAY LINER SIZES AND NEW COMPOSITION ROOF BROSCO ROUND ATTIC LOUVER, STONE WORK ICK SHINGLES HPRL 1-11 RIDGE pq BROSCO#8005 PAINTED 35"VINYL WINDOW CASINGS NEW COMPOSITION ROOF CROWN SHINGLES EL,+22'9" VINYL SIDING SYSTEM ( AND VINYL CORNER- �tif BOARDS - EL+16'915" +- U PAINTED CEDAR DRI - C DRIP RAKE I"x8'PAINTED CEDAR RAKE �^f lu NEW COMPOSITION ROOF SHINGLES O Z ( N 2ND FLOOR "v EL.+810.25" PLATE IL EL.+1115" ® ® ® -- Q� P J S RINGSTEEL B \r 105 STAM ST. MYSTIC a 06355 O �1 ( IST FLOOR �C REF,EL,+0'0" n ` AVG.GRADE �rT� EL,-1'10" I+I VINYL SIDING SYSTEM i 5/4"x4"MAHOGANY DECKING t TREADS 3S'VINYL CORNERBOARDS i Px PAINTED CEDAR RISERS �� i X14 i i i EXISTING CONCRETE FOUNDATION i 10"DIA,FIBERGLASS ARCHITECTURAL L -� � �� � °' i COLUMNS i CONCRETE PIER FOUNDATION TO C � i 36 BELOW FINISH GRADE TYPICAL ° pq O _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ i BASEMENT �r rt L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEL.48,-W - - - --- - - ^ - - - - - - - -- - - - - -- - - - - - - - - - - - -� - - - - - N -� � w 7 rt WINDOW / EXTERIOR DOOR SCHEDULE: WINDOWWINDOWSPSPECIFICATIONS: PA a O A EXISTING WINDOW TO REMAIN IN EXISTING LOCATION, ® I,ALL WINDOWS ARE BASED UPON PRODUCTS MANUFACTURED BY ANDERSEN WINDOWS z Z AND WEATHERSHIELD SLIDING DOORS, co © EXISTING BAY WINDOW UNIT RELOCATED FROM ORIGINAL DINING AREA, 2.GLAZING SHALL BE INSULATING LOW-E GLASS TYPICAL �- © ANDERSEN CLAD TILT WASH DOUBLE HUNG TW3046 RO,3'2-I/8°W x 4'S-1/4"H, 3.MUNTINS SHALL BE 1/8"SIMULATED DIVIDED,LIGHTS, O 3 OD ANDERSEN CLAD TILT WASH DOUBLE HUNG TW3046 2 RO,6'343/16"W x 4'9-1/4°N, 4,GANGED WINDOWS SHALL BE DIRECT MULLED. Q. Q O,3'1-1/8"W x 3'5-I/4"H, 5,CASINGS SHALL BE 3 5'VINYL. O co O ANDERSEN CLAD TILT WASH DOUBLE HUNG TW30210 RO,3'2-1/8'W x 31-1/4"H, 6,ALL OPERABLE WINDOWS SHALL BE SUPPLIIED WITH SCREENS IN WHITE. C O WEATHERSHIELD CLAD SLIDING PATIO DOOR 8068 RO,8'O-1/2"W x 6'9'H, 1 PROVIDE EXTENSION JAMBS FOR 2"x6"WALILS, W/STAINLESS STEEL TANDEM ROLLERS, 8,GLAZING At DOORS SHALL BE TEMPERED,AND AT WINDOWS AS INDICATED BY A"7". G DATE 24 NOVEMBER 1991 ANDERSEN CLAD PICTURE/CASEMENT COMBINATION C135-P4035-CI35 �E�`Q RO,8'1'W x 3'5-3/8"H. S.AT FIRST ERFL LY,ROUGH AND SET AT7 OPENING Ar-P. T SECOND ALL ALIGN WITH EXISTING HEADS �Ca �1�5 SPIE/�OsT��+� O EXISTING DOUBLE HUNG UNIT RELOCATED FROM EXISTING MASTER BEDROOM, G1 R. 10,PROVIDE CORRSION RESISTANT STAINLESS STEEL HARDWARE. Lq EXISTING OR NEW ENTRANCE DOOR AS SELECTED BY THE OWNER. STQ�OFN59 OPS pq NEW COMPOSITION ROOF I'x2"PAINTED CEDAR SHINGLES DRIP RAKE EXTEND EXISTING CHIMNEY TO INS"PAINTED CEDAR 2'0"MINIMUM ABOVE RIDGE- RAKE MATCH CLAY LINER SIZES AND SCONE WORK VINYL$ ING SYSTEM' ANDY 1 IDYL CORNERBtOARDS BROSCO PAINTED CROWN *8009 RIDGE � p lulx--_ «� - - - PLATE r EL.+16195" Face NEW COMPOSITION ROOF SHINGLES1E__ r LLI� Q'Jp�-✓`� �' 2ND FLOORfL �► l _0 EL.+810.25 PLATE ° y�► ui w EL.+1111.511 1/` u ALUMINUM GUTTER SYSTEMLOCATE DOWNSPOUT$IN - ® WITH OWNER APPROVAL FIELD 35"VINYL WINDOW CASINGS pp "t' "T" PROVIDE ROOF FLASHING AT �� P J S RINGSTEEL = �� O MY ROOF/WALL INTERSECTION J "i 05 STARK 5T. 111��� STIC,CT 06755 L -� a EXISTING GARAGE STRUCTURE 10"DIA.FIBERGLASS ARC14ItEC1URAL COLUMNS pIST FLOOR REF.EL.+0'0" 1� AVG.GRADE EL.-1110" I I I I I I NEW SHINGLED ROOF CANOPY I I I I I I I I I I OVER EXISTING BAY WINDOW I I I I I I I I I I I I I I I I I I I VINYL SIDING SYSTEM I I I 1 �, W I I I I 1 AND VINYL CORNERBOARDS I I I I L LI I I I I I I I I 5/4'x411 MAHOGANY DECKING t TREADS L -1 !�F I I I I I'x PAINTED CEDAR RISERS I I i 811 DIAMETER 3000 PSI CONCRETE PIER FOUNDATION TO 3'6"BELOW FINISH GRADE N I I 1 1 TYPICAL C I I I I BASEMENT �r�1 r-- - - - - - - - -I-•- - - - - - -1- --- - - - - - - - - - - I- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - EL.-918.1511 �i � fel L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- N. rt N EXISTING CONCRETE FOUNDATION C rt7 r CL Z m r 0 Q 0 CDATE. 24 NOVEMBER 1991 �Gv CS SPFi%y s�� 021 3 5 S �. P;4 pq RIDGE VENT TYPICAL BROSCO ROUND ATTIC LOUVER' { HPRL 1-11 Z p;4 Ammakk BROSCO CROWN OBOOS NO"PAINTED CEDAR RAKE RIDGE EXTEND CHIMNEY NEW COMPOSITION SHINGLES VINYL SIDING AND EL.+22'9" NEW COMPOSITION SHINGLES CORNER50ARDS 3.5"VINYL WINDOW CASINGS _ in O �+ PLATE V I"x2'PAINTED CEDAR C _ C DRIP RAKE 1"W PAINTED CEDAR RAKE � 'A �1.1 _f GO) 2ND FLOOR EL.+8'1025" = O PLATE EL.+1115" E / \` E MATCH EXISTING [��T� q w Q Q O PAINTED CEDAR _ Fes, U (- \ ` FASCIA �r T- \ i - m VINYL SIDING AND r- O CORNERBOARDS 1 � P J S RINGSTEEL = i 105 STARR 5T. ^v' , MYSTIC,CT 06355 IST FLOORn- REF.EL.+0'0" v AVG.GRADE I EL.41011 i II 1 5/4"x4"MAHOGANY DECKING t TREADS I I I I i"x PAINTED CEDAR RISERS - - - - - - - - -�NEW CONCRETE FROST = I I I EXISTING GARAGE ✓' WALL AND FOOTING Sz W LW I W DIA.3000 PSI CONCRETE PIER FOUNDATION !moi TO 3'6"BELOW FINISH GRADE TYPICAL - - -- - - - - -r �' I I i 1 I I pq I I I I I I I I I I I I BASEMENT - L - - - - '- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - -- - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -`I EL.-9'8.15" L - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - --- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' 1 O �. rt � W PLI r rt CL cn Z r 0 0 � AR c ��,G�S� EssFF�fyOsTFc� DATE: 24 NOVEMBER 1991 Lrl d1 021359 OF ' i u ID t RIDGE VENT TYPICAL PQ �,v —NEW COMPOSITION ROOF SHINGLES pq BROSCO PAINTED CROWN 00009 pq 3.5"VINYL WINDOW CASINGS z RIDGE a EL,+22'9" �y H PLATE TF-4 _ - - 1� — -- NEW COMPOSITION _ ROOF SHINGLES VINYL SIDING AND CORNERBOARDSLu uu o CONTINUOUS ALUMINUM N GUTTER-LOCATE DOWN- 2ND FLOOR &AiPPROVAL (L UTS WITH OWNER EL,+8'1025" d PLATE w iu ® ® W N P J S RINGSTEEL ' ;+ t05 STA""5T. MYSTIC R 06355 I IST FLOOR REF.EL.+O'O" ~ AVG,GRADE EL,-1110" i � 35' VINYL WINDOW CASINGS � rL - - - - - - - - - - - - - - - -- - ---- -- - - -� YINl1'LSIDING AND CORNERBOARDS L - -- - - - - - - - - - - - - -- -- - -- --- - - - EXISTING CONCRETE FOUNDATION � I"4"PAINTED CEDAR FASCIA i i i v� BASEMENT = T 1 - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � EL.-918.75" M�1 - - - -- - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - r• rt NEW CONCRETE FROST WALL N FOUNDATION AND FOOTING C rt r CL ® z m H r 0 CL 0 ro QED ?C DATE= 24 NOVEMBER 1991 Ph s `(�� �'�„•y TSR` 021359 ' y 11A 12 1