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29693-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector . Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31220 Date: 10/13/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: CRESCENT AVE FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 6 Block 1 Lot 4 .2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 25, 2003 pursuant to which Building Permit No. 29693-Z dated SEPTEMBER 3, 2003 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SAMUEL R & LAURA MARSHALL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2012594 08/11/05 PLUMBERS CERTIFICATION DATED 09/13/0 THOMAS G. RAVING '_�14/ /i/ hor' ed Si nature Rev. 1/81 o rl11rJ�IJr nrJcPrPr fIJ�rJ�rPrlrPr frJrPrPrPcPrJ u�rn�tsrr�n�nrrrn��n���l�n��t� Z �n��nrn�n��nrr�n�n�l�n���n�r nil o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY t5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 I Upon the application of upon premises owned by �5 WALSH SERVICE MR & MRS MARSHALL 5 P.O. BOX 325 PAUL JOB ST FISHERS ISLAND, NY 06390, FISHERS (ISLAND, NY 06390 5 5 Located at PAUL JOB ST FISHERS ISLAND, NY 06390 5 5 Application Number: 2012594 Certificate Number: 2012594 5 Section: Block: Lot: Building Permit: BDC: ns11 S �1 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, addition, Attached Garage,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 Ilth August,2005. 5 5 Name OTY Rate Rating Circuit Tvoe Appliances and Accessories 55 Exhaust Fan I 0 F.H.P. 5 SWater Heater l 0 4.5 KW 5 5 Electric Heater Baseboard 2 0 1.0 KW 5 rj Electric Heater Baseboard 2 0 .625 KW rj C5� Electric Heater Baseboard 3 0 .5 KW 5 Wiring and Devices e� 5 Outlet 28 0 Fixture 5 5 Fixture 28 0 Incandescent 5 Outlet 48 0 General Purpose 5 Receptacle 26 0 General Purpose 5 �j Switch 29 0 General Purpose 5 Paddle Fan l 0 Cj 5 Receptacle 4 0 GFCI 5 5 seal 5 5 I or I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. c 5 5 t71rL3rfflrP rJrJ rPrPrPrJ7rJr�rJ� rJcnrJrrdnrrcnrnncnr3rJ-rJJCnrlrJ�cnrrcnr�cnr�rJr�rrurJcntJ�ncnrJcnrJ'� o Tows I1311,$3095 Male Rood Fax(631)765.1873 P.O.Banc 1179 Tekphoee(631)765-1802 Sou"d,NEW York 11971.0959 BUILDING DEPARTMEM TOWN OF SOUTHOLD CERTIFICATION r Date: ¢ A3 �LrO� Building /Permit No. u2 c7 3 Owner: (please print) Plumber: ovtcL-S C� «I/vo (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. X61&,4 I� (Plumbers Signature) Sworn to before me this 7Pu ^ 20blic, County 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. 29693 Z Date SEPTEMBER 3 , 2003 Permission is hereby granted to : SAMUEL R MARSHALL 457 GLYN WYNNE RD HAVERFORD, PA 19041 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES . at premises located at CRESCENT AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0001 Lot No. 004 . 002 pursuant to application dated AUGUST 25, 2003 and approved by the Building Inspector to expire on MARCH 3 , 2005 . Fee $ 339 . 90 thorized Signature ORIGINAL Rev. 5/8/02 10/12/2005 14:28 FAX 691 788 7798 _ < PIELDIP7SP$CTlO1V REPORT DATE .� COlIIIvffidIs - " ... ~� G . FOl'fNDATION aST) ---- y w FOTTt�DATION�7SID) -1' I-TbUX- ,TtON VIM N.Y_ - STATE SNERC'SC CODE "---- — - 5 . - ADDITIONAL COMMENTS - m a w _ 1 � v a. A M-1so2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY REMARKS: 04, A:, -.; C- O. i�le.& Ce,al _ ,4e.A . Fkee G DATE ` INSPECTORS 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT ;tt','tctnf K baro �.Mprsha /I ,..i ��Y !%46 .. FORMER OWNER N E ACR. S W TYPE OF BUILDING ra RES. a- I D SEAS. VL. I FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS � % 1 1 7 - . , V� n`ne 162/f furl LJz62 r451�ordon fb N1GishQl� l,z�o Imo'_.`---- I I Tillable i,._ ._ � FRONTAGE ON WATER Woodland _ I FRONTAGE ON ROAD Meadowland 1,g Z ( Cn \ to DEPTH House Plot IPL 7 BULKHEAD Tota I « . SESSIONS■G■■■■■■■ ■■■ ■■■■■■s. ■.©■■■■■■■■ ■■■SEMEN s■ft9mg■■■■■ ■■■Rti■■■■■■■■®II■■ENE ■■Rii■■mmw� ■ ■■■■■tl■■■N 0 ME sin IMEM ■■■E MOMS■1■■■II■N■■ ■■■a mom"■■■■■11■■■■� ■■■■■■ ■■■■■■'■■■■t ■■■■■■ ■■■■■■■■■■■■■ Basement Ext. Walls Interior Finish Fire Place Attic t Rooms 1st Floor .. • `♦ Y corns 2ndFloor �_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMIENT Do you have or need the follJRmg, betoie appt%utg:' TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of BuildirlL Plans TEL: (631) 765-1802 Plannint,Board appro,..:l- FA\: (631) 765-9502 Survey_ «rvw. northfork.net/Southold/ PERMIT NO. 021(39 3 Check_ Septic Form__ _-- N.Y.S.D.E.C. Trustee; Ectmined S ' � 'I) 3 Contact: - .-\pproxed Di,appro%edac _ Phone:_ Expiration Building Inspector AUG 2 5 2003 ]CATION FOR BUILDING PERMIT - Dat96 -00:3 i_ INSTRUCTIONS a. This application NIUSI be completely tilled in by typewriter of in ink and submitted to the Building Inspector tcidi sets of plans, accurate plot [)fail to scale. Fee according to schedule. b. Plot plan shcm int location of lot and of buildiiiL on premises, relationship to adjoining premises or public streets or areas, and watem ays. c. The woi k covered by this application mai not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector gill issue a Building Permit to the applicant. Such a permit shall be kept on the premises a\ailable for inspection throughout the work. e. No building shall be occupied or used in whole or in part tin'air purpose what so ever until the Building Inspector issues a Certificate of OccupancN. f Even,building permit shall expire if the tt ork authorized has not commenced within 12 months after the lute of i,suance or has not been completed within IS months front such date. If no zoning amendments or other regulations affecting [he property have been enacted in the interim, the Building htspector mm authorize. iu Meriting, the extension of the permit for an addition six months. Thereatter, a new permit shall be required. APPLICATION IS HEREBY NIADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk C'ounn', New fork, and other applicable Laws, Ordinances of 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 necessaiN inspections. (Signature of icant or naname, it a corporation) (Nfailing address of applicants ` State whether applicant is owner, lessee. agent, architect, engineer, general contractor, electrician, plumber or builder Name ofowner of premises c-a'17,, e,4 (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. ,A 6 Electricians License No. qko Other Trade's License No. 1. Location of land Qn which proposed tw}irk \rill be dime: . O..d House Number Sweet Hamlet County Tax Nlap No. 1000)00 Section _ Block Subdivision---------Filed Map No._ Lot (Name) tirtte existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy__ ��� 3. Nature of work (check which applicable): New Building__ Addition / .alteration Repair __Removal Demolition _Other %'fork (Description) 4. Estimated Cost /300, n-0. rfti> _ Fez (To be paid on tilin.- this application) >. If dwellint,. number of dwelling units_ Number of dwelling units on each floor / If garage, number of cars f 6. If bumriess, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front 40 Rear__6. r _Depth Height -:�?/' Number of Stories d Dimensions of same structure with alterations or additions: Front //3 Rear Depth —Q` Height 3/ ° Number of Stories Y. Dimensions of entire new construction: Front <�/ Rear Ste/ Depth Height 2p7z Number of Stories 9. Size of lot: Front -b6.2. 7 A Rear_ Depth y�U 10. Date of Purchase 4A) Od-m Name of Former Owner r'�Q7�F2 t�a eel a 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation.' YFS _ NO� 13. Will lot be re-graded? YES__NO ,/yy'ill excess till be removed from premises? YES NO ./ t 4. Name; of Owner of premises Address ,:�C -c i1r�vY' Phone No. _&/$L��=��� Namc of architect a:°e.6 cu '"� Address P°6"" 's' Phone No 767- o(71 Name of Contractor address Pe Ky Ead ' Phone No. 431 -7j�- 7o i7 f�SNCYs 4t«? 13 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES—v'// NO • IF YFS. SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * 1'ES / _NO_ _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide siuye\, to scale, with accurate foundation plan and distances to property lines. I '. If ele\ation at any point on property is at 10 feet or below, must provide topographical data on surve\. Sl \TE OF NF\\' YORK) SS: COUNTY OF 1 being duly sworn, deposes and saNs that (s)lie is the applicant (Name of individual signing contract) above named, (S)I lc is the (Contractor. Agent, Cor♦)orate Officer, etc.) o[said owner or owners, and is duly authorized to perform or have performed the said \cork and to make and file this application: that all statements contained in this application are true to the best of hip knowledge and belief, and that the work will be perto need in the maturer set forth in the application filed there\\ith. S\\oru o hetine me thisn . NotanPub c Signatureot. pplicant VERONICA HAMILTON NOTARY PUBLIC £T, E OF NEW YORK NO.O. 01 H A6067785 QUALIFIED IN SUFFOLK COUNTY TERM EXPIRES... I�//-7/b IT- BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 9 /x/03 APPLICANT: , DATE SUBMITTED: /0 /03 SCTM#DISTRICT: 1,000, SECTION: _ _, BLOCK: _ I LOT: SUBDIVISION: �qR ADDRESS:Ce,4c,Q �,,. CITY:�,-,n, S t A& ZONING DISTRICT: 9-%Q CONFORMING? qeS BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPo`046-4 -Z/C/0 ZINFO � � . /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8 REQ. LOT SIZE: ACT. LOT SIZE:122,% REQ. LOT COV. aa ), ACT. LOT COV. REQ. FRONT PROP. FRONT ,/ REQ SIDE s2%,f ACT. SIDE REQ. REAR -),5- PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ADM I qm T) �xb ESTIMATED PROJECT COST: `"AgET/ENGINEER: <73 per;, WATER FRONT? ✓ DESCRIPTION: U-=*t Cj AQQQ a PANEL # FLOOD ZONE: E APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES o1 10 (BED #): DTE: _/_ PERMIT #: TOWN SEPTIC RECEIPT: Y or CtDp - �-2 Qtic C-e-2T 4cQk-�s NEW YORK STATE DEC: PRE-DEC 9/1/75 or NO DTE: ,/3) /j PERMIT#: SOUTHOLD TOWN TRUSTEES: or NO DTE: 6 21 PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: P RMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE /_/ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE S or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: �.? SF OTHER: ASF INIT OTHER TOTAL TOTAL: �/�` SF FEE FEE FEE 1. (-kik? SF)- ( 750 SF)= 4'93 SF X $ r 3d =$ I 9+$ to +$ =$ 339�o 2. ( SF)- (SF)= SF X $ _$ +$ +$ =$ 3. ( SF)- (SF)= SFX $ _$ +$ +$ =$ 6 FINAL TOTAL: $ �3� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 ✓ Wind Speed: 120MPH ✓ Seismic Design Category:B Weathering: Severe ✓ Frost Depth:36" v"" Termite:M-H `/DeDecay: S-M Design Temp: 11 ✓ Ice Shield Underlay: YES Flood Hazards: 46(i, Oi,r oq4 s pt USE/OCCUPANCY CLASSIFICATION: Q-3 HEIGHT/FIRE AREA: ✓ TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED ASCO -1 -( FULL FRAMING DESIGN ELEMENTS: DN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS:(91N LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:ON EGRESS 5.7 S.F:ZVN LIGHT 8% N VENT 4%: NAILING/CONSTRUCTION SCHEDULECY MEANS OF EGRESS& N PLUMBING RISER DIAGRAM1 &N LOCATION OF FIRE PROTECTION EQUIPMENTO/N TRUSS DESIGN: Y41-"� CERTIFICATION: YY ENERGY CALCS�N TOTAL COMPLIENCE? /N (RETURN TO PAGE ONE) r Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename: Q:\1100-1199\1139\1139-drft\EnergyCodeNY.rck TITLE:The Marshall Residence Addition COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Electric(includes heat pumps) DATE: 07/30/03 DATE OF PLANS:August 1,2003 PROJECT INFORMATION: An addition to an existing seasonal residence containing a bedroom, garage,and full bathroom. COMPANY INFORMATION: Centerbrook Architects and Planners 67 Main Street Centerbrook,CT 06409 NOTES: High Performance rigid insulation provided at exterior walls and ceiling. Homasote Ultra/R High performance side wall batt insulation-Certaineed High performance cathedral batt insulation-Certaineed COMPLIANCE: Passes Maximum UA=267 Your Home UA=267 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Gallery Ceiling:Flat Ceiling or Scissor Truss 158 49.0 7.2 3 Ceiling Above Dormers:Flat Ceiling or Scissor Truss 290 49.0 7.2 6 Second Floor Ceiling: Cathedral Ceiling(no attic) 450 38.0 7.2 10 West Elevation: Wood Frame, 16"o.c. 372 21.0 7.2 14 Arched Window: Wood Frame:Double Pane with Low-E 26 0.310 8 Garage Door to Foyer: Solid 20 0.350 7 South Elevation:Wood Frame, 16"o.c. 590 21.0 7.2 24 Gallery Double Hung(2): Vinyl Frame:Double Pane with Low-E 35 0.310 11 French Doors at Gallery: Glass 20 0.350 7 3 North Elevation:Wood Frame, 16"o.c. 590 21.0 7.2 19 Gallery Double Hung(2): Wood Frame:Double Pane with Low-E 35 0.310 11 Dormer Double Hung(4): Wood Frame:Double Pane with Low-E 52 0.310 16 Awning Window at Stair:Wood Frame:Double Pane with Low-E 13 0.310 4 Main Entry to Foyer: Solid 20 0.350 7 French Doors at Gallery:Glass 33 0.350 12 East Elevation:Wood Frame, 16"o.c. 400 21.0 7.2 14 Arched Window:Wood Frame:Double Pane with Low-E 26 0.310 8 Dormer Double Hung(4):Wood Frame:Double Pane with Low-E 52 0.310 16 Gallery Floor Slab: Slab-On-Grade:Unheated 52 20.0 33 Insulation depth: 6.0' Second Floor Over Garage/Closet: All-Wood Joist/Truss:Over Unconditioned Space 436 38.0 7.2 10 First Floor Over Crawl Space: All-Wood Joist/Truss:Over Unconditioned Space 257 38.0 7.2 6 Crawl Space: Solid Concrete or Masonry 256 0.0 20.0 21 Wall height:4.0' Depth below grade: 3.5' Insulation depth:2.5' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compli ce with this Code. Builder/Designer Date d d _ A RECEIVED August 21, 2003 AUG 2 2 2003 GNCB � t/ Building Official CENTERBROOK ARCHITECTS Gibble Norden Champion Brown Town of Southold Building Deparen Consulting Engineers,Inc. tm Southold, New York RE: Marshall Residence Addition Fishers Island, NY Dear Building Official; Gibble Norden Champion Brown Consulting Engineers, Inc. as structural-e ng ineer- of-record for the above referenced project would like to clarify the Design Loads for the project as you have requested per your letter dated August 18, 2003. As stated previously in qfir letter dated May 14, 2003, the new garage and office addition was designed/h accordance with the 2002 Residential Code of New York State for gravity and teral loads. Subsequently, the project was designed in accordance with ASCE 7-98 per Code provision R301.2.1.1(method #3) Principals Kenneth Gibble,P.E. Below is a summary of the design loads used for this addition. Reference Table James F.Norden,P.E. 83301.2.1. Laura E.Champion,P.E. Charles C.Brown,P.E. Ground Snow Load- 45 PSF Associate Douglas C.Alderson,P.E. Wind Load — Main Wind Force and also Component and Cladding. Geot • Exposure C David L.Freedcal Associate Basic Wind Speed of 120 MPH. David L.Freed,P.E. • Dead Load- As calculated from weights of materials and construction including fixed service equipment, or 15 PSF minimum. Live Load — Reference Table R301.4 Garage 50 PSF Ground Floor and Stairs 40 PSF Upper Floor 30 PSF Roof Live Load- 20 PSF minimum. Seismic- Seismic Design Category B. Seismic provisions of Code not applicable per R301.2.2 Nailing Schedule- per Residenti,%P,q,�e of New York State, Table R602.3(1) or as otherwise indicated op,d ` rngs,",,, ^_ TI Very tru yours, a n, \\ 4 o Kenneth Gibble, P.E. �''d�,F''1j rr, 130 Elm Street P.O.Box 802 Old Saybrook,CT 06475 c: Michael LoSasso,AIA-Centerbrook Architects and Planners, LLC Tel 860.388.1224 Fax 860.388.4613 lec lastname@gncbengineers.com gncbengineers.com NAILING SCHEDULE CONNECTION NAILING JOIST TO SILL OR GIRDER,TOE NAIL 3-8d SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 3-16d or 16d AT 16"oc TOP OR SOLE PLATE TO STUD,END NAIL 2x4 2-16d 2x6 3-16d 2x8 4-16d STUD TO SOLE PLATE,TOE NAIL 2x4 4-8d or 2-16d 2x6,2x8 5-I Od DOUBLED STUDS,FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES,FACE NAIL 16d AT 16"oc TOP PLATES,48"MIN LAPS, FACE NAIL 8-16d TOP PLATES,CORNERS AND INTERSECTIONS,FACE NAIL 2-16d CONTINUOUS HEADER TWO PIECES 16d AT 16"oc EACH EDGE CEILING JOISTS TO PLATE,TOE NAIL 3-8d CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-10d CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d RAFTER TO PLATE,TOE NAIL 2-16d BUILT-UP CORNER STUDS 16d AT 24"oc BUILT-UP GIRDER AND BEAMS 16d AT 16"oc EACH EDGE AND 2-16d AT ENDS AND SPLICES ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS,TOE NAIL 4-16d ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS,END NAIL 3-16d RAFTER TIES TO RAFTERS,FACE NAIL 3-1 Od SUBFLOOR AND WALL SHEATHING(TO FRAMING): 8d 1/2"AND LESS 5/8"-3/4" 10d NAILS FOR ATTACHING ROOF SHEATHING TO FRAMING TO BE SPACED 6"oc AT EDGES AND 12"oc AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. SEE SHEARWALL SCHEDULE(DWG A-2)FOR ADDITIONAL NAILING REQUIREMENTS. ROOF SHEATHING(TO FRAMING): 8d 1/2'AND LESS 5/8"-3/4" 10d NAILS FOR ATTACHING SHEATHING TO FRAMING TO BE SPACED 6"oc AT EDGES AND 12"oc AT INTERMEDIATE SUPPORTS;TYPICAL NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE SUPPORTS TO BE SPACED AT 6"oc FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS;AND 4"oc TO GABLE END WALL FRAMING NOTES: 1.NAILING SCHEDULE BASED UPON COMMON WIRE NAILS. COMMON WIRE NAIL DIAMETERS 6d 0.1 13" 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" 20d 0.192" 2.LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER IS ACCEPTABLE. 3.SUBMIT PRODUCT DATA AND PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON DRAWINGS. 4.WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED,NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. G N C B ... Marshall Residence REFER TO DRAWING A2 1/ Addition and Renovation m Fishers Island,NY SCALE:NO SCALE cmw"E1010111%730 ELM STREET PROJECT NO.02166 DATE:3/19/03 SHEET POST OFFICE BOX 802 OLD SAYBRCK)K CONNECTICUT 06475 ED JMA cFFAX::e6o388613 NAILING SCHEDULEv��'� GNCBENGINEERS.COM P:\+PROJECTS\02166 Marshall Residence\CAD\1 Current\nail sched.dwg — 08/21/03 — 11:17 AM CENTERBROOK August 22, 2003 Mr. Damon Rallis Building Department-Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Architects and Planners,LLC 67 Main Street Re: Permit Review Clarifications -The Marshall Residence Addition Post Office Box 955 Centerbrook,CT 06409-0955 Dear Mr. Rallis, Telephone 860.767.0175 We have revised our permit submission documents to include the items identified b Facsimile y 860.767.8719 your correspondence dated August 14,2003. The following clarifications have been lastname@centerbrook.com numbered sequentially to match your letter's requests: 1) Climatic and Geographic Design Criteria Table R301.2 (1) has been added to the cover sheet of our Permit Review Documents and includes the applicable design criteria per our telephone conversation on August 15, 2003. William H. Grover, FAIA Jefferson B. Riley, FAIA 2) Refer to the attached correspondence from our structural engineer dated Mark Simon, FAIA August 21,2003 regarding their structural design criteria. The detailed nailing Chad Floyd, FAIA schedule (see attached document SKS-1 Nailing Schedule) has been included James C.Childress,FAIA by Addendum with Construction Documents to further clarify structural James A.Coan,AIA fastening requirements. Charles G. Mueller,AIA Senior Associate 3) A table defusing the light and ventilation information for each habitable space, Susan E.Wyeth,AIA per Section R303 of the Residential Code of New York State, has been Associates included on the cover sheet of our Permit Review Documents. The quantity Sheri Bryant Lucero,AIA of glazing and ventilation relative to floor area provided by the addition far Roger U.Williams,AIA exceeds the code's minimum requirements. Jon M. Lavy,AIA Edward J. Keagle,AIA The Bedroom's emergency egress window is specified by drawings E1/A-1, Daniel H.Glynn, RA E5/A-1, and C1/A-8 of our permit review documents. The window sillis 40 Stephen B. Holmes,AIA inches above the finished floor,provides 7.6 square feet of clear opening, and Henry D.Altman,AIA has a minimuclear opening height and width of 29 inches. No other Meg Lyons,AIA m Jeff Gotta,AIA sleeping spaces are scheduled for the addition. Finally, please find enclosed a letter of correspondence provided by Tom's Plumbing and Heating that certifies the home's existing water and waste systems conform to the code. Centerbrook Architects has included our seal and signature to this letter of certification. C:\Documents and Settings\13rady\Local Settings\Temporary Internet Files\OLKB\I 139-Town of Southold-8-22-03.doc We eagerly await permit approval to proceed with construction of the addition. Please do not hesitate to contact me at (860) 767-0175, ext. 209 should you require any additional information regarding our above clarifications. Respectfully submitted, U Michael V. LoSas o,AIA—Project Manager MVL:kb cc: CBK Project Team Sam and Laura Marshall Paul Job CADocuments and Settings\Brady\Local Settings\Temporary Internet Files\OLKB\1139-Town of Southold-8-22-03.doc CD Town Hall,53095 Main Road W ( ) Fax 631 765-9502 P.O.Box 1179 iO � Telephone(631)765-1802 Southold,New York 11971-0959 RECEIVED BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 18 2003 August 14, 2003 CENTERBROOK ARCHITECTS Michael LoSasso, Centerbrook Architects A/C Marshall PO Box 802 Old Saybrook, CT 06475 To Whom This May Concern: Please take notice that we are returning your building permit application for additions and alterations to an existing single family dwelling at Central Avenue,Fisher's Island,NY, SCTM# 6-1-4.2, is being returned as incomplete. Before we can process your permit application,the following information is required: 1.) Full Climatic and Geographic Design Criteria as per Table 301.2(10 of the Residential Code of New York State.Be aware,that you have already supplied us with partial information from this table. However, seismic information is applicable. Please revisit this table,provide us all of the necessary information and be sure that your building is designed to meet the requirements outlined in that table. 2.) Design Criteria and Proper Nailing Schedule: As you are probably aware, certain design criteria,particularly with respect to high wind construction, outlined in the Residential and Building Codes of New York State, do not meet the minimum requirements for high wind construction. Please design this project based on an approved method outlined in R301.2.1.1 of the Residential Building Code. In addition,you must provide us with a detailed nailing schedule from that approved method. 2304.9.1 does not meet the minimum standards. 3.) Egress,Light and Ventilation Information for each habitable room. We are sorry for an inconvenience this may cause. Please feel free to re-submit the application when you have addressed the above referenced issue. If you have any questions,please feel free to contact this office at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. t fu , z S ure RECEIVED AUG2 2003 TOM'S PLUMBING AND HEATING P. 0. BOX 534 CENTERBROOK ARCHITECTS FISHER'S ISLAND, N.Y. 45394 (531) 788-5544 AUGUST 17, 2003 TO WHOM IT MAY CONCERN; UPON INSPECTION OF THE WATER AND WASTE SYSTEMS AT SAM & LAURA MARSHALL'S HOME ON FISHERS ISLAND, I FIND THEM TO BE IN PROPER WORKING ORDER AND TO CODE. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THESE SYSTEMS , PLEASE CALL ME AT (63 1) 788-5644 SINCERELY, 0 SED .4 / THOMAS G. RAVINO * UCENCE NO. 2632P 7 j� • �s�'�'y0 F SAFFU�,� Albert J.Krupski,President 0�,� C� Town Hall James King,Vice-President �`t` Gy 53095 Route 25 \ Artie Foster p� P.O.Box 1179 Ken Poliwoda W Southold, New York 11971-0959 Peggy A. Dickerson Oifi Telephone(631) 765-1892 ��j `1►a Fax(631) 765-1366 BOARD OF TOWN TRUSTEES �� Y`rl t TOWN OF SOUTHOLD RIECEIVED June 6, 2003 JUN 18 2003 Centerbrook Architects and Planners, LLC CENTERBROOK ARCHITECTS 62 Main Street Cemterbrook, Ct. 06409 RE: SCTM#6-1-4.2 Samuel &Laura Marshall Cresent Avenue Fisher's Island,NY Dear Sirs: The Board of Town Trustees took the following action during a Regular Meeting,held on May 21, 2003 regarding the above matter WHEREAS, Centerbrook Architects and Planners,LLC on behalf of Samuel&Laura Marshall applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated April 3, 2003 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 21, 2003 at which time all interested persons were given an opportunity to be heard, and, WHEREAS,the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS,the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town. NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approved the application of Centerbrook Architects and Planners LLC on behalf of SAMUEL & LAURA for a Wetland Permit to construct a two story addition to the existing residence, containing a garage, bedroom and full bathroom gutters and leaders for roof run-off—staked row of haybales during construction. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule). FEES: None Very truly yours, p4,.e Albert J. uki, Jr. President, Board of Trustees AJK/cjc cc DEC Building Department 2 Board Of Southold Town Trustees SOUTHOLD, NEW YORK « PERMIT NO. .. ... ...... DATE: ...May..21.,... 003 I' SAMUEL. & LAURA '.1!f RS TALL.......................... } ISSUED TO ............................................................................... « • a . � ,�ltf�l�l�xt���t�n .r� Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the « State of New York 1952; and the Southold Town Ordinance en- ,A titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN'WATERS;": and in accordance with the Resolution of The Board adopted at a meeting held on MAY....Z1.,....: - • .2003..........., and 'in consideration of the sum of 5.......2-(),o.;.,0()---- paid by _ a, a zxt:Thrnak...ArE1ieg....g�..Planner. ....�.L�.......................... . j of ..".�ex�:t�xn brook.�-._.Ganect�c'fxN. Y. andsubject to the t•--..... Terms and Conditions,. listed on the reverse side hereof, ' •� of Southold Town Trustees authorizes and permits the following: < Wetland Permit to construct a two story addition to the existing residence, containing a garage, . s F bedroom and full bathroom gutters and leaders for roof run-off—staked row of haybales during . '' cons Ncn accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees hiere- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. •W , � 8 Trustees TERMS and CONDITIONS The permittee Crescent Avenue Fisher's t'� as fol- residing residing at of the Permit does understand parr of the consideration for the issuance lowing: are released from any and i, That the said Board of Trustees aad the T directly Southold�q as s result of any °pa, all damages, oc claims t da his Pernik°f wad a aid Permittee wig at fall liabilitq atwn perfomwn CXPVW- �ed �;rsiiant to this a� and the said peasime assumes defend any and all �' suits-initiated by dJtdusion of the Baud of Trustees of�TOS of Som with respect thereto, to the complete T" 24 �, ,�bkh is considered to be the a. of ._— request — 2. That >#iis Permit complete the work involved, but-should.circ warrant, for °O�� p°ade to the Board ata 10,ter dabs. . d be retained q or as long u the concerned rn�ed that anti'' . indefinitely. ttee wishes 3, That this Permit shoal to provide evidence to alone . maintain the socucMe or project involved, p motion was originally obtauxd. approval of the Board of to the rnsinspectionapplication,n,may be cause for 4. That the work.involved will rov•ectisions of the originating its eats, and non-COMPlia� with.the psub revocation of this Permit by resolution of the said Board. Ie interference with nav �igatas a result of the work 5. That there will be no unrasooab herein uithorized. Pass and tloog 6. That there shall be no interfeream with the right of the public to the beach between high and low water marks• 0- femold and/or aloeratioos >f future operations of the Town of Southold of the Board of T 7. That or if, in the ee will be wired, in the location of the work to free naviglation. the Permit work shall pause unreasonable obsttuct►on stated without expenses to the Town upon due notice, to remove or alter this work Or Project herein of Southol& kd..of the work Md, g, That the said Board will be notified by the Permittee of the cornP orized. will obtain 0,11 other Permits and consents 9• That the Permittee subject to revoke upon failute to obtain SSW- plemental to this permit which may CENTERBROOK August 4, 2003 Mr. Damon Rallis Building Department-Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Architects and Planners,LLC Southold, New York 11971-0959 67 Main Street Post Office Box 955 Centerbrook,CT 06409-0955 Re: Building Permit Review -The Marshall Residence Addition Telephone 860.767.0175 Dear Mr. Rallis, Facsimile 860 767.8719 This letter supplements the submission of Building Permit review documents for an lastname@centerbrook.com addition to Samuel and Laura Marshall's seasonal residence on Fishers Island. Three copies of these documents will arrive by mail. The Board of Town Trustees—Town of Southold issued a wetlands permit for the proposed addition on June 6,2003. Copies of the permit (S.C.T.M. #1000-006-1- William H. Grover, FAIA 4.2) are enclosed with the above reference permit review documents. Jefferson B. Riley, FAIA Mark Simon, FAIA The NYSDEC issued Permit#1-4738-00373/00001-0 for construction of the Chad Floyd, FAIA original house on May 19, 1992. Because the addition is further from the wetland James C.Childress, FAIA setback than the existing house, the addition complies with the original NYSDEC James A. Coan,AIA permit. Copies of this permit have been attached for your reference. Charles G. Mueller,AIA Senior Associate The septic system for the existing house was designed to accommodate four Susan E.Wyeth,AIA bedrooms. The New York State Health Department issued Permit Reference #: 91- Associates 50-82 for the original system. The proposed addition will increase the total number Sheri Bryant Lucero,AIA of bedrooms for the residence from three to four. Plumbing connections to the Roger U.Williams,AIA existing system shall occur within the existing residence. Jon M. Lavy,AIA Edward J. Keagle,AIA It is our professional understanding that the addition complies with the State New Daniel H.Glynn, RA York State and the Town of Southold code requirements. Please contact me at (860) Stephen B. Holmes,AIA 767-0175, ext. 209 if additional information or clarificationHenry D.Altman,AIA is required. Meg Lyons,AIA Jeff Gotta,AIA Respectfully u mit d, r Michael V. LoSasso,AIA—Project Manager MVL:kb cc: CBK Project Team Sam and Laura Marshall Paul Job C:\Documents and Settings\Brady\Local Settings\Temporary Internet Files\OLKB\1139-Town of Southold-8-5-03.doc New York State Department of Environmental.Conservation Building 40—SUNY Stony Brook, New York 11790-2356 (516) J51- 1389 Th omi! Q Jorling Contimlitloner May 19, 1992 Samuel L. Gordon 930 Fifth Ave. ( 14E) New York, NY 10021 RE: Permit f1-4738-00373/00001-Q. Dear Mr. Gordon; In conformance with the requirements of the State Uniform procedures Act (Article 70,ECL) and its implementing regulations (6NYCRR, part 621) we are enclosing your permit. Please read all Conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, Very truly yours, �2 '' Mark Carrara Sr. Environmental Analyst MC/rw enclosure i s • 95.206(10190)-25c NEW YORK STATE DEPARTMENT Or ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00373/00001-0 May 19, 1992 FACILITY/PROGRAM PSUMBER(s) PERMIT EXPIRATION DATE Under the Environmental Conservation Law (ECL) May 31, 1995 TIOF PERMIT(Check All Applicable Boxes) New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate Article 15, Title 5: Article 17, Titles 7, 8: Article 27, Title 9; 6NYCRR 373: Protection of Water � SPOES U Hazardous Waste Management Article 15, Title 15: Article 19: Article 34: Water Supply Air Pollution Control Coastal Erosion Management Article 15, Title 15: Article 23, Title 27: Article 36: Water Transport Mined Land Reclamation Floodplain Management Article 15, Title 15: Article 24: Articles 1, 3, 17, 19, 27, 37; Long Island Wells Freshwater Wetlands F� 6NYCRR 380: Radiation Control Article 15, Title 27: Article 25: Other: Wild, Scenic and Recreational F-1 Tidal Wetlands Rivers Article 27, Title 7; 6NYCRR 360: 6NYCRR 608: Solid Waste Management Water Ouality Certification PERMIT ISSUED TO TELEPHONE NUMBER Samuel L. Gordon ( 21$ 370-8040 ADDRESS OF PERMITTEE �+ 930 Fifth Ave. ( 14E), New York, Ny 10021 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Glenn E. Just/J.M.O. Consulting (516) 653-0607 ' NAME AND ADDRESS OF PROJECT/FACILITY Gordon Property. Crescent Ave. LOCATION OF PROJECT/FACILITY Fishers Island COUNTY TOWN/RMKV11NXKE WATERCOURSE/WETLAND NO. NYTM COORDINATES Suffolk I Southold NL-3 DESCRIPTION OF AUTHORIZED ACTIVITY Construct a single family dwelling, a deck a crushed stone driveway, and d septic system. All work shall be done in accordance with plans prepared by Richard H. Strouse dated July 30, 1991, last revised February 12, 1992. By acceptance of this permit, the permittee agrees that the permit Is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified(See Reverse Side)and any Special Conditions igcluded as part of this permit. ftegatuters A"Altt Deputy Re i.onal PERMIT ADMINISTRATOR ADDRESS stony 18"034 N.V. 117��3?iSb Christine J. Costo oulos AUTHo ED SIGNATURE DATE. • 5/19/92 Page 1 of �— 95.266a(10190)-25c ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(Title 5), 24, 25, 34,36 and 6 NYCRR Pad 608( ) 9. That if future operations by the Slate of New York require an al- other environmentally deleterious materials associated with the teration in the pofition of the structure or work herein authorized,or project. If, in the opinion of the Department of Environmental Conservation 13. Any material dredged In the prosecution of the work herein permitted It shall cause unreasonable obstruction to the free navigation of said shall be removed evenly,without leaving large refuse piles,ridges across waters or flood flows or endanger the health, safety or welfare of the bed of a waterway or floodplain or deep holes that may have a the people of the State, or cause loss or destruction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State,the owner may be ordered by the Department to a waterway. remove or alter the structural work,obstructions,or hazards caused 14. There shall be no unreasonable interference with navigation by the work thereby without expense to the State, and if,upon the expiration or herein authorized. revocation of this permit, the structure, fill, excavation, or other 15. If upon the expiration or revocation of this permit,the project hereby modification of the watercourse hereby authorized shall not be com- authorized has not been completed,the applicant shall,without expense pleted, the owners, shall,without expense to the State, and to such to the State,and to such extent and in such time and manner as the extent and in such time and manner as the Department of Environmental Department of Environmental Conservation may require,remove all or Conservation may require,remove all or any portion of the uncompleted any portion of the uncompleted structure or fill and restore the site structure or fill and restore to its former condition the navigable to Its former condition. No claim shall be made against the State of and flood capacity of the watercourse.No claim shall be made against New York on account of any such removal or alteration. the State of New York on account of any such removal or alteration. 16. If granted under Article 36, this permit does no signify in any way 10. That the State of New York shall in no case be liable for any damage that the project will be free from flooding. or injury to the structure or work herein authorized which may be caused 17 If granted under 6 NYCRR Part 608,the NYS Department of Environ- by or result from future operations undertaken by the State for the mental Conservation hereby certifies that the subject project will not conservation or improvement of navigation,or for other purposes,and contravene effluent limitations of other limitations or standards under no claim or right to compensation shall accrue from any such damage. Sections 301, 302,303,306 and 307 of the Clean Water Act of 1977 11. Granting of this permit does not relieve the applicant of the responsi- (PL 95-217)provided that all of the conditions listed herein are met. bility of obtaining any other permission, consent or approval from 18. All activities authorized by this permit must be in strict conformance the U.S.Army Corps of Engineers,U.S.Coast Guard, New York State with the approved plans submitted by the applicant or his agent as part Office of General Services or local government which may be required. of the permit appiicatlotl. 12. All necessary precautions shall be taken to preclude contamination Richard H.Strouse of any wetland or waterway by suspended solids, sediments, fuels, Such approved plans wire prepared by solvents,lubricants,epoxy coatings,paints,concrete,leachate or any on 2/12/92 SPECIAL CONDITIONS 1 . The permittee shall require that any contractor, project engineer , or other person responsible for the overall supervision of this project reads, understands, and complies with this permit and all its general, special, and supplementary special conditions. 2. The permittee, or authorized representative, shall complete and return the top portion of the enclosed form notifying the Bureau of Environmental Protection of project commencement . Upon completion of the permitted project, complete and return the bottom portion of the form, along with photos, notifying the Bureau of Environmental Protection of project completion. 3 . Markers used by this Department to delineate/define the boundary of the wetland or the extent of the permitted structures shall be left in place and shall remain undisturbed for 1 year following completion of the permitted project. 4 . Any work, disturbance, and/or storage of construction equipment and materials shall be confined landward of the area labelled "Not to be Disturbed" shown on the approved plan and/or to upland (non-wetland) areas more than 100 feet landward of the wetland boundary. DEC PERMIT NUMBER 1-4738-00373/00001-0 PROCRAMNACILITY NUMBER Page —1—of .�.__ 9S•24f(7187)-2k NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 ( Freshwater Wetlands 5 . A sn,.lbi fence or other temporary, project-limiting fence shall be erected prior to the commencement of any construction activities along the upland edge of the buffer zone as shown on the approved plans. 6 . Prier to commencement of any construction activities, a continuous row of straw bales shall be staked end to end along the base of the snow fence (or other temporary, project-limiting fence) on the upslope or project side of the fence:.;.: The bales shall he maintained in place until all disturbed' �Aas are permaneni1� , vegetated. Trapped sediments shall be removed to an . approved ipl.and site before the bales themselves are removed. 7 . Any dcloris, excess construction materials, or excess excavale d materials shall be immediately and completely disposed of on .111 approved upland site more than 100 feet landward of. any . reu-1 loI (.-d wetland oY waterbody. The materials in question shall be * !.ui1ab ly stabilized so that they cannot re-enter any regulated wal -r ►,curly, wetland, or wetland adjacent area. 8 . All fill shall consist of soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concret=e, demolition debris, garbage, household refuse, tires, ' woody materials including tree debris, metal objects. Introduction of materials toxic to aquatic life is expressly prohibited. 9.. The driveway must be surfaced with a pervious material. 10 . All roof runoff shall b+- directed to drywella located greater. than 100 feet landward of the freshwater wetland: botindary. 11. . Use of wood treated with pentachlorophenol or creosote is prohibited . Standard pressure treated lumber is treated with CCA and its use is permitted. 1.2 . Dist: rubed areas shall be seeded and mulched with a mix of duck mil '10. ( Lchinochloa crusgalli) and wildflowers. Ground coverage at. the end of two growing seasons must be at least 95%, DEC PERMIT NUMBER 1-4738-00373/00001-0 FACILITY ID NUMBER PROGRAM NUMBER Page �-...-of 95-2"f(7/87)-25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 Freshwater Wetlands 13. 'Hit 1:. imiII shall incorporate the following language as a notice 1 () the deed: j i "kf-gtilated Freshwater wetlands are located ! in �.the soul hw.:-:it.ern portion of the properties of Samuel. L. Cordon , Jr . and h.is heirs, assigns or successors. This property is slibject Lo tho pirivis.ions of ECL, Article 24, and the conduct of regulated act i vi t. i e:., may occur only pursuant to ECL Article `24 if prior '. approval is given by the New York State Departmtnt:'of Environmental Conservat ion (NYSDEC) . Regulated act4vities include, but: are not limited to, clearing of vegetation; application of chemicals; excavation; grading and filling; and ' , erection of any st.ructure(s) . " j This deed covenant shall be recorded within 90 days of the issuance of this permit with the Clerk of Suffolk County. A dopy of the co�verianted deed or other acceptable proof Of record, along with Lhe number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to! NYSDEC, Regional Mcinager BEP, SUNY Bldg. 40, Stony BrookjNY 11790-2356. j Supplement ,iry Special Conditions (A) thru (J) attache:l . i d. • s j • i DEC PERMIT NUMBER, FACILITY ID NUMBER PROGRAM NUMBER Page ,%-_of } SUPPLEMENTARY SPECIAL CONDITIONS The following conditions apply to all permits: A. if any of the permit conditions are unclear, the permittee shall con- tact the Division of Regulatory Affairs at the address and telephone noted below. f B. A copy of this permit with supplementary conditionA add approved plans shall be available at the project site whenever 'authorized work is in progress. C. The permit sign enclosed with the permit or a copyof :letter of approval shall be protected from the weather and prated in a con- spicuous location at the work site until completion, of authorized work, D. At least 48 hours prior to commencement of the project, the permittee shall complete and return the top portion of the enelosed receipt"form certifying that he is fully aware of and understands all provisions- And conditions of this permit . Within one week of completion of the }� > permitted work, the bottom portion of that form shAll !elso be .com-.f` - pleted and returned. E. For projects involving activities to be accomplishid dyer a period :of " more than one year, the permittee shall notify the 'Regional Permit ` Administrator in writing at least 48 hours prior tbrthe commencement of resumption of work each year . F. if project design modifications take place after permit issuance,' the permittee shall submit the appropriate plan changed for approval by ` the, Regional Permit Administrator prior to undertaking any such modi- . fications. The permittee is advised that substantial :modification "' may require submission of a new application for permit:. G. All necessary precautions shall be taken to preclude contamination of any wetlands or waterway by suspended solids, sediment, fuels, ' solvents, lubricants, epoxy coatings, paints, conetete, leachate or any other environmentally deleterious materials aslooiated with the project work. i ` iA. H. Any failure to comply precisely with all of the terms and conditions of this permit, unless authorized in writing, shall be treated as. a violation of the Environmental Conservation Law. i. The permittee is advised to obtain any permits or approvals that. may be required from the U.S. Department of Army Corps of Engineers,` My District, 26 Federal Plaza, New York , NY 10218#' (Attetit1on: Regdl&kOry Functions Branch) , prior to commencement of work authorized herC1114.'1� ,. J. The granting of this permit does not relieve the p4tmittee of the`.O:Ji � - responsibility of obtaining a rant, easement, or bth6t necessar .r12` , P Y 9 9 Y•� " approval from the Division of Land Utilization, Office of General '. ' ' `' Services, Tower Building, Empire State Plata, Albahy, 'NY 12242, "vM6h may be required for any encroachment upon State-owned Jands undtiVateit Regional Permit Admifiistrator #` NYS Dept. of Environmental Conservation Bldg. 40, SUNY-Room 219 �a (er871—oa New York State Department of Environmental Conservation vNOTICE v The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please. refer to the permit number shown when contacting the DEC. _._ —.. ... -- - Regional. Permit Administrator Permit Number Expiration Date S NOTE: This notice is NOT a permit MD _ 1°}ZOPO5W INVERT ELEVATIONS- - =r rF rw � tea..` g - • R -++ y r�, �"wY a r a ..r�s- '^'1<�y, _' 7•��rs''lr?a,�,� �"'r...r.. •�.. .Z, �• ' _- 4• .-'+ +.•.s--F' .+. ,... w. .i.-. -�•.r .�- < ' •.i>.....-.r •-.+f6 -'-..e��:.w.a5.i.+w+..•n: +3• - . a _' - M I _ �` _... .rte__.___�.�.._-_-�����-_� .•-.-_ _ +k -'�'.z�". sr'r�_ "fSi't ,y..y •F1 q �r. :,t �. .a _. • SIM 10,L.AN �'RE PARED AAMU OR 50 25 0 50 GRAPHIC SCALE IN FEET EL s 6ORPONI JR, GRMSGENT AVENUE -f 9HE RS ISLAM:), NShI '1'ORK R MSIONS CHANDLER. PALMER 4W KING DATE DESCRIPTION M.—.Jm 116MMIM M _ Architects. Engineers and Surveyors 13SEPT'91 ADDITIONS & REVISIONS r mw 110 BROADWAY WOVACK CT 06380 203-989-3307 FAx a0a--sme-7am 19SEPT'91 ADDITIONS & REVISIONS 3DEC'91 ADDED NOTE 6 z�Tsntc izrse'�z a .aaomo,►s .i ¢�erta+u;�s APPROVED AS PER TERMS AND CONDITIONS OF , .DATE: JULY 30, 1991 PERMIT NO.��7��00373/�GO��-O • • SCALE- I" = 50' DATE - �HEET 1 OF 1 _x:. r Ynrk`State�0ega�g�e�{pf Envi".meotalRgAservation Stony 9.,00k , NYy 11744 Q T'�:tkrcr �CLu+G� c�`G) !y1 R e �. p C ti,�Crr i / f /eC'-,, �.�� l Henry G.Witllams :✓:1 X l.� y 06 L�.�(: r• �.tA ,47 V�+j/_ :J commissioner Dear A :+:e:•i has been de of :our proposal to: LL�.C� �`�- 'Yv�C� Q� L'h'�. ^'_�� �...(.l:Ltp2. � 1/�v'�•1�-/�'t''.L Based on the inEormation you have submitted, the New York State Department of .=nvironmental Conservation has determined that the parcel project is. Greater than 300' from inventoried tidal wetlands. Landward of a substantial man-made structure g:eater than 100' in length which was constructed prior to 9/20/77 . V Landward of the 10' above mean sea level elevation contour on a gradual, natu:al slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10' in elevation above mean sea level . Listed in Part 661 . 5 of 6NYCRR (Tidal Uletlands Land Use Regulations ) as a use not. requiring a permit or notification letter of approval . Therefore, no pe:mit is required under the Tidal wetlands Act (Article 25 of the Env i ror.:,.ental Conservation Law) . Please be advised, however , that no construction, sedimentation o: disturbance of,. any 'Kind imay take place sea..ard of the 1C' contour or topoaraphic crest -without a permit . It is vou: responsibility to ensure that all necessar:• precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a :esult of your project . Such precautions may include providing adequate work area between the 10' contour or topographic crest and the project ( i .e. a 15' to 20' wide construction area) or erection of a temporary fence, barrier, or hay bale berm. Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals Lrom othar agencies. Very tru' , yours, �� QmitP RJEce , V 'P.egional Permit Administrator ED JAN 1.9 1988 CIVER8A00K 1 on..... UNDERWRITERS CERTIFICATE FLS` ,J 7,{)NT a� REQUIRED b�T(C COMNL FLOn� ' ,A"'i4,F PREVENTION SOUL HULL) i OWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF DATE: 913 1 ,S B.P.Y %b 'V 1A SOUTHOLD TOWN 2BA FEE: ` 10 BY: TL- " ' SOUTHOLDTOWNPLANNING BOW NOTIFY BUILDING DEPARTMENT AT ,3/ SOUTHOLD TOWN TRUSTEES , 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REWIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR 3. INSULATION 4. FINAL - CONSTRUCTION MUST USE IS UNLAWFUL BE COMPLETE FOR C.0 ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL PLUMBER CERTIFICATION MEET THE REQUIREMENTS OF THE ON LEAD CONTENT BEFORE CODES OF NEW YORK STATE. CERTIFICATE OF OCCUPANCY THE MARSHALL RESIDENC "X�OCPLEPDELEDYR S2�s F/IN % W ALNE D IT 10 N FISHER ' S ISLAND , NEW YORK PLUMBING CERTIFICATION OF ALL PLUMBING WASTE NAILING & CONNECTIONS &WATER LINES NEED TESTING BEFORE COVERING REQUIRED. CONSTRUCTION DOCUMENTS AUGUST 22, 2003 (REVISED) OWNER ARCHITECT STRUCTURAL ENGINEER SURVEYOR SAMUEL AND LAURIE MARSHALL CENTERBROCK, GIBBLE NORDEN CHAMPION BROWN CME/CPK DESIGN GROUP 457 GLYN WYNNE ROAD 67 MAIN STREET P.O. BOX 955 130 ELM STREET P.O. BOX 802 110 BROADWAY HAVERFORD, PENNSYLVANIA 19041 CENTERBROOK, CONNECTICUT 06409 OLD SAYBROOK, CONNECTICUT 06475 NORWICH, CONNECTICUT 06360 610-896-4434 860-767-0175 860-388-1224 860-889-3397 FAX 610-896-4824 FAX 860-767-8719 FAX 860-388-4613 FAX 860-886-7801 MARK SIMON - PARTNER IN CHARGE MICHAEL LOSASSO - PROTECT MANAGER SYMBOLS LEGEND: MATERIALS LEGEND: APPLICABLE CODES: ZONING INFORMATION: LIST OF DRAWINGS: + 366 NEW SPOT ELEVATION ELECTRICAL WALL RECEPTACLE RESIDENTIAL CODE OF NEW YORK STATE (2000) LOCATION: COUNTY OF SUFFOLK ET MAP 1000 +368' EXISTING SPOT ELEVATION � GROUND FAULT INTERRUPTED ® EARTH TOWN OF SOUTHOLD - ZONING CHAPTER 100 SECTION 006 SURVEY GFIC CIRCUIT ELECTRICAL RECEPTACLE BLOCK I -370 NEW CONTOURS POROUS FILL NEW YORK STATE DEPARTMENT OF LOT 4.2 C-I EXISTING CONDITIONS SITE SURVEY $3 SWITCH (THREE-WAY) ENVIRONMENTAL CONSERVATION (NYSDEC) - 370 � \ EXISTING CONTOURS VENTING UNDERLAY'MENT ZONE: R-80 LANDSCAPE CLIMATE AND GEOGRAPHIC DESIGN CRITERIA: ELEVATION LINE ° v. CAST-IN-PLACE CONCRETE� -�- � SWITCH (FOUR-WAY) � LOT SIZE: 120,865.26 SF L-I SITE IMPROVEMENTS PLAN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD QQ REVISION PAVING STONE GROUND WIND SEISMIC UNDER- FLOOD MAX. LOT COVERAGE: 20% ARCHITECTURAL $ SWITCH (DIMMER) I SNOW DESIGN WEATHERING FROST LINE DESIGN LAYMENT HAZARD OA ExTERIORWINDOWTYPE o ��..,, SPEED MPH TERMITE DECAY SAND, MORTAR PLASTER LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED BUILIDING COVERAGE AREA: A-I FLOOR PLANS, FOUNDATION PLAN & SCHEDULES Q WALL MOUNTED LIGHT EXISTING HOUSE 2,705 SF A-2 FRAMING PLANS & DETAILS BUILDING /WALLSECTION FIXTURE WOOD (ROUGH) 45 120 B SEVERE 36 INCL-IES MODERATE/ SLIGHT/ 1 1 YES NO ADDITION 658 SF A-3 EXTERIOR ELEVATIONS HEAVY MODERATE N ® WOOD (FINISH) TOTAL 3563 SF (3%) A-4 ROOF PLAN & BUILDING SECTIONS e: . INTERIOR ELEVATION Oa RECESSED LIGHT FIXTURE A-5 WALL SECTIONS & EXTERIOR DETAILS `" ^s. REFERENCE PLYWOOD LIGHT AND VENTILATION CALCULATIONS: MAXIMUM HEIGHT: 3s FEET A-6 WALL SECTIONS & EXTERIOR DETAILS ' CEILING MOUNTED LIGHT ADDITION HEIGHT 21 FEET A-7 INTERIOR ELEVATIONS & INTERIOR DETAILS J BATT INSULATION ROOM FLOOR GLAZED VENTILATED % GLAZING / % VENTILATION REQUIRED % REQUIRED % A-8 INTERIOR ELEVATIONS & STAIR DETAILS O WINDOW TYPE FIXTURE EXHAUST FAN ® RIGID INSULATION AREA AREA OPENINGS FLOOR AREA / FLOOR AREA GLAZED AREA VENTILATED AREA FRONT SETBACK: 60 FEET A-9 MILLWORK DETAILS DOORNUMBERGYPSUM WALLBOARD GALLERY 133.3 SF A-10 PLUMBING DETAILS 89 SF 65.6 SF 66.9% 49.2% B% 4% SIDE SEI-BACK: 20 FEET MIN. ce DETAIL NUMBER H B FOYER* 173.4 SF 23.2 SF I I.6 SF 3.4% 6.7% 8% 4% 45 FEET TOTAL EXTERIOR FROSTPROOF HOSE BIBB A9.1 EXISTING WALL ASSEMBLY ° ° 8% 4% T SHEET NUMBER SITTING ROOM 167.2 SF 50.8 SF 25 SF 30. / 14.9/4 REAR SETBACK: 75 FEET O SMOKE DE EC OR _- _ - _ U WALLASSEMBLYTO� BE BEDROOM & 218.2 SF 50.8 SF 25 SF 23.3% 5% 8% 4% ��aED qRc / G4 DEMOLISHED CLOSET TIDAL WETLANDS BUFFER: 75 FEET EXTERIOR ELEVATION A-3 SHEAR WALL DESIGIN�IATION VANITY 56.7 SF 25.2 SF 9.6 SF 44.4% 16.9% B% 49/ FRESHWATER WETLANDS BUFFER: 100 FEET � Q-- WALL TYPE 42.8 SF 25.2 SF 9.6 SF 58.9% NA 8% 3 SF CONTRACT LIMIT LINE q NO F NE*i^ OQ� - * FLOOR AREA INCLUDES STAIR LANDING. F rF ONEWy ** BATH IS SPECIFIED TO RECEIVE AN EXHAUST FAN. 2 3 q 5 6 1 7 1 8 9 1 10 OF\ \ \ A � v � ro as 7600.- AO o � \ \ WATER SHUT OFF—' LEACHING POOL (TYP ) \ S / UNDERGROUND ` ` OSI✓ / PLED & TEL. SERVICE \ (` (APPROXIMATE) \ \ � ECI< EL=16.3' C \ V' SEPTIC TANK `� + ` \ ATIO EL =13.1' IRON PIPE \ `( ` 130 x n \ ADDENDUM NO. -APRIL 23,2003 UNDERGROUND _ I ADDENDUM NO. I -APRIL 11,2003 £ ` WATER SERVICE REVISIONS\ (APPROXIMATE) ��\ \ \ O ^� \ \ \ IANDSCAPep \ \ O Ir \ Surveyor /y \ \\ CME/CPK DESIGN GROUP WETLANDS EXTENTS F'risr/4 'O Tip \ \ \ \ \ — zpp 000' w \ Narvvl I'mhad CTy (PER REFERNCE MAP #2) FF G Phone:(860)889-3397 FAX:(860)886-7801 \ — 16eNC(- / \` \ R4VF( OR/VF \ ` \ \` — — — — !✓ Structural Engineer M 2.0 x 3" TREE \ \ , GIBBLE NORTON CHAMPION BROWN ROSE BED _ _ 3 JF G 15 � D ROW OF HVORANGIA ._ � — / P.0. Boz 802 Old 50. hmk o CT 06475 SHRUB TO POLE (NP.) \ / / 6?O Phone:(860) 338-1224 FAX: (860) 338-0613 � \ ,/ /- OX \ - Ou -- - - _ _ _ - _ _ _ _ _ - CENTERBROOK / x 12 0 IRON PIPE \ \ N �� 3 TREE 3"TREE st 1 N 5261.28 .°•.', W 2896.67 12- _ �C$ _ � - .– � Architects and Planners, LLC \� \\ \✓/— M �� •` - BOULDERS FDA Ce te0rbmokoConnectinrt 06409Bx 955 -0955 \ DECK EL.=16.4' — gEK / \ -- -- / / `�O• UTILITY ROOM BENCHMARK AREA OF BRUSH Telephone 860.767.0175 AS ELEV.= 13.36' TOP OF DRILL HOLE BENCHMARK Facsimile 860.767.8719 ELEVATION 13.30' TOP OF IRON PIPE ELEVATION 11.94' E \ // O DIRECT N � PHASE: \� \I/ \ L01# 4.2 LOT AREA= 2. 77± ACRES / // DISH / / \ MAP REFERENCES CONSTRUCTION 1 .) SUBDIVISION PLAN MADE FOR ANNETTE ZABOHONSKI; CRESCENT DOCUMENTS AVENUE & FOX AVENUE, FISHERS ISLAND, NEW YORK; SEPT 1, 1981 ; SCALE: 1"=50" BY CHANDLER, PALMER, & KING, NORWICH, CONN. 2.) PLAN OF PROPERTY TO BE CONVEYED TO SAMUEL R. MARSHALL \ & LAURA B. MARSHALL; CRESCENT AVENUE; FISHERS ISLAND, NEW MARSH \ YORK; DATE: JANUARY 28, 2000; SCALE: 1"=40'; BY CHANDLER, PALMER & KING; NORWICH, CONN. NOTES 8E 00 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 5�0 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE I PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR The EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY Marshall Residence / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Addition MARSH 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL DRAWING NAME I/ LOT# 4.3 ARE THE PRODUCT OF THE LAND SURVEYOR. N/1 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND EXISTING CONDITIONS / GEODETIC SURVEY TRIANGULATION STATION "PROs' SURVEY G i MILICENT MANHOOD 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 006, BLOCK 1, LOT 4.2 PRELIMINARY NOT FOR CONSTRUCTION 6.) TOTAL AREA = 2.77t ACRES. TH' nIGOFOR NFORMATALPT ONLYAND ISNOT INTENDED FOR CONOR NOT STM T d 7.) SITE IS LOCATED IN R-80 ZONE. DONARUGTK)NM`TR 11 ITASCAILD SEf Of CDNSTRlICl10N C0N9T C1DFROM 111CAM1U IR[Cr 8.) BASE FOR LEVELS: NGVD 1929. JOB#: 1139 FILE: 1139_C-I 02002 CENTERBROOK ARCHITECTS AND PLANNERS LEGEND DRAWN BY: LG8 I DATE: B-22-2003 \\ I IN F NOW OR FORMERLY CHECKED BY: MVL SCALE AS NOTED m SF SQUARE FEET EpED ��C�a SHEET: H PROJECT NORTH a a TOPOGRAPHIC SURVEY 0 5' 10' 20' FOF NEWS 2 3 I 4 5 6 7 8 9 10 0-1 \ \ A \� OI✓ \ \ \ \ EXISTING ELECTRICAL POLE \ 0 � TO REMAIN \ � Z o Hada �I✓ \ �F \ / b� 36Z j\� \ � \ EXISTING WATER \ SHUT OFF \ \ EXISTING UNDERGROUND\ WATER SERVICE(APPROXIMATE)� — pItOTECf EXISTING UNDERGROUND\ \ \ B UTI1 TICS TO REMAIN EXISTING LEACHING \ \ \ POOL(TYpJ \ EXISTING SEPTIC TAN:\A\ / V \0✓I TO REMAIN \ i 6, OiW NOTE: \ EXISTING SEPTIC SYSTEM DESIGNED 1"0ACCOMMODATE \ n l RFOSCq F \ BEDROOMS PER HEALTH H MAXIMUM \ \ 7F //voeFRM\ C C REFERENCE NO.91-50-82,SEPTEMBER 2, 1993 \ •� \ DRIVE PROPOSD k f S C F IV EXPAND GRAVEL DR \O \ m \ \ (SHOWN HATCHED) 1R, ( DDD BOM)ITION A V f N V 4 LIMIT OF EXISTING GRAVEL \ E 2 ADDENDUM NO.2-APRIL 23,2003 'RIVE(SHOWN DASHED) \ I ADDENDUM NO I - \ APRIL 11,2003 REVISIONS e 2 0 A �_ \3 �`•`. .'!.).•.^',.: !•. \ \ \ O� TOP ✓ Surveyor \ CMG/CPK DESIGN GROUP IVASO \ EXISTING HOUSE T�:;%" .,• � \ ` \ . (3 BEDROOMS) u.'•:",`..ti::;'r"� "1 ./a:":'.. � \ N 110 Broadway '•�..� IA FF' Norwich,Cr \ 39p0 Phone: (860)889-3397 FAX: (860) 886-7801 \ "s„• �., �— Iv 6"p PERIMETER Stmaural Engineer D �' DRAINAGE SYSTFM A OSI✓ 13 GIBBLE NORTON CHAMPION BROWN O PROPOSED ADDITION \ EXISTING DECK C (I BEDROOM) 'A \ 12 = P.O.Box 802 TO . . \ Old Saybnoolc CT 06475 REMAIN � �"" •.� 7 DRY WELL-- BG EXISTING \ Phone:(860) 338-1224 FAX:(860) 338-4613 V� /A . 5 �•� 1 REMOVE EXISTING IN REMOVE S GAVEL DAVE \ PLANREMTVE INGS STINGS J, ...•\ SHRUB TINGS \ \� CENTERBROOK — 12 \ " / \ Architects and Planners, LLC EXISTING AREA OF \ / \ Post Once Box 955 - - - - EXISTING BERM TO REMAIN I BRUSH FO REMAIN \ Centerb,,*Connecticut 06409-0955 1 \ / \ NOTEO . \ --TOWN OF SOUTHOLD 100'WETLAND \ Telephone 660767.0175 / Facsimile 860.767.8719 E ELEVATION 11.0 LIMIT OF ZONE JURISDICTION BOUNDARY AE PER FRI PANEL 19 OF 1026 / / o --- INSTAL I-CONTINUOUS ROW OF S I AKED h JAY BALES PRIOR TO COMMENCEMENT OF CONSTRUCTION- / PHASE: / MAIN I AIN IF BALES IN PLACE UNTIL LOTAREAOT277±ACRI-S i����/ DISTURBED AREAS ARE COMPLETELY / CONSTRUCTION �p �� VEGETATED. SATELL / DOCUMENTS p6HTTOGREMAINTF \ �PG��"\/ / _6 / STING X TORTE TO RTECT EMAIN TIDAL WETLANDS DUFFER / WETLANDS EXTENTS / (PER REFERENCE MAP#2) The / Marshall Residence \I/ MARSH N/ MARSH LOT#4.3 N/F Addition WILLARD MANOOD AND a J/ \la \� / MII_CENT R.MANHOOD DRAWING NAME: o / (VACANT) G \� ' / SITE IMPROVEMENTS PLAN C o / PRELIMINARY NOT FOR CONSTRUCTION _ �/ "' "' N� �✓ / THIS COMPUTER FILUORAWING 15 FOR INFORMATIONAL FORPO45 ONLY AND IS NOT INTENDED FOR CONSTRUCTION OO NOT START CONsrRUCTIONMIWTASDkLUDSCTOFCONSTRO oN DOCUMENTS FROM TI IE ARC IRRI'. EE JOB 4: 1139 1 FILE 1139 L-I 2002 CENTERTROOK ARCHRECTS AND NNJNERS DRAWN BY LGg DATE: 8-22-2003 CHECKED BY: MVL SCALE: P=20'-0" E H qED qR SHEFT: b PROJECT NORTH 2f SITE IMPROVEMENTS PLAN HI M•=LU — - - .�� IFL- 0 5" 10" P-8" 0f6119A @� FOF NEW� 1 1 2 1 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 DOOR SCHEDULE INTERIOR WALL TIDE SCHEDULE LIGHT FIXTURE LEGEND DOOR FRAME TYPE ❑I - 12"GYPSUM BOARD TAG WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH FIRE RAT'G MATERIAL FINISH HEAD JAMB THRESHOLD ASSEMRI_Y RATE HARDWARE NOTES (ROOM SIDE) �/-� -VAPOR BARRIER rU - EXTERIOR WALL SCONCE 101 3'-0" G-8" 1 3/4" 4 WOOD PAINT NR WOOD PAINT T-8/A-7 B3/A-6 - NR SET 10 - -2x6 WOOD STUD FRAMING R 102 T-0" 6'-8" 13/8, 3 WOOD PAINT NR - - - - - NR SET 2 PAIRED SCREEN DOORS -FULL BATT INSULATION -5/8"TYPE-X FIRE RATED RJ -INTERIOR WAIT SCONCE A 103 TZ' 6'-8" 13/4" 2 WOOD PAINT NR WOOD PAINT H3/A-5 H6/A-6 H3/A-5 NR SET 3 EXTERIOR FRENCH DOORS,PANEL 6 GYPSUM BOARD 104 T-0" 6'-B" 1 3/4" 2 WOOD PAINT NR WOOD PAINT H3/A-5 H6/A-6 HNA-5 NR SET 3 EXTERIOR FRENCH DOORS,PANEL 6 -EXTERIOR RECESSED FIXTURE 105 T-0" G-8" 1 3/8" 3 WOOD PAINT NR - - - - - NR SET 2 PAIRED SCREEN DOORS TYPE �2 - /2"GYPSUM BOARD Og-F _ (EXPOSED SIDES) N 106 T-B" 6'-B" 1 3/4" 4 WOOD PAINT NR WOOD PAINT PB/A-7 F8/A-7 - NR SET 10 - -2x4 WOOD SND FRAMING INTERIOR RECESSED FIXTURE 107 T-4" 6'-B" 13/4' 5 WOOD PAINT NR WOOD PAINT 1°B/A-7 FB/A-7 - NR SET - O OR W A8 E TYPE 3 - I/2"GYPSUM BOARD 108 3'-0" 6'-8" 13/4" I WOOD PAINT NR WOOD PAINT HI/A-5 - HI/A-5 NR SET PLYWOOD SHUTTER PA 108 (EXPOSED SIDES) -VAPOR BARRIER -SURFACE MOUNTED FIXTURE 109 T-B" 6'-8" 1 3/4" 4 WOOD PAINT 45 MIN WOOD PAINT FB/A-7 F8/A-7 H I/A-5 SIM 45 MIN SET 5 - -2x4 WOOD STUD FRAMING EQUAL EQUAL S 110 9'-0" T-10" 21/4" 6 WOOD PAINT NR WOOD PAINT - - - NR SET PAIRED GARAGE DOORS,PANEL -FULL BATT INSULATION OS SMOKE ALARM 111 4'-0" 6'-8" 13/4" WOOD PAINT NR WOOD PAINT 1-11/AS - HI/AS (SIM.) NR SETT PLYWOOD SHUTTER PANEL TYPE 3A - 1/T'MOISTURE RESISTANT 12 5'-0" 6'-8" 1 3/4" 4A WOOD PAINT NR WOOD PAINT FB/A-7 FB/A-7 - NR SET 6 PAIRED GYPSUM BOARD(BATHROOM 201 T-6" 6'-8" 1 3/4" 4 WOOD PAINTED NR WOOD PAINTED - CB/A-7 - NR SET 8 POCKET DOOR AND VANITY SIDES) T-2 3/4" T-2 3/4" WATER CLOSET -2x"WOOD STUD FRAMING 1'-10 I2" 1'-1012" 202 2'-0" 6'-8" 13/4" 4 WOOD PAINTED NR WOOD PAINTED - CB/A-7 - NR SEF 8 POCKET DOOR W1 SADDLE - 12"GYPSUM BOARD \ / 20h T-6" 6'-8" 3/4" 4 WOOD PAINED NR WOOD PAINTED PB/A-7 FB/A-7 - NR SET - (ROOM SIDE) T-B 12" 1 / 3'-e 12" CL ROUTE FAN EtrF B BETWEENJOI TYPE 3B TYPE 3A WITH 2x6 STUD OUTLET Q SO LOUVERS f / FRAMING 'tr,vh'rx,"v "v:.',v:,t i O GFI .,c -___ �n �+ - _ / \ ( STAIR ? yy_. I I 3 ATTIC SP d I` / \ TYPE ® - 1/2"GYPSUM BOARD - o <yFo, ._ . p. MUNTIN / \ d / \ SCREEN / \ `-= (EXPOSED SIDES) GFICII a N GFIC(FYp,) p• (TYP.) / \ o -2x6 WOOD STUD FRAMING - 4�2CC j VANITY 2gATFTEMPFRE RECESSED __ gl - 3B CLOSETCFYpSMUNTINPANEL E 44 RYE.) 412" 3'-512" 4 12" p• 19 O. h I2" - 4 12" \ / i O - - S \ / _ \ / \ / n F - - FAN m • N (TTP OF-B) � ,TYPE TYPE 2 TYPE 3 TYPE 4 TYPE4A TYPE 5 TYPE 6 STWAP HINGE 3'-3 3/4" LINEN38 DOOR TYPES (TTP.) 26 201 2 3A C (SEECI/ABEGRESS �DOWC Nrs I'-I I" 3'-I" PANEL3 mWINDOW SCHEDULE PLYWOOD PANEL SHUTTERS , .J WINDOW FRAME PROVIDE 12" EXTERIOR GRADE PLYWOOD - ry RTP.OF 4) -" 4 : 204 J = 2 ADDENDUM NO.2-APRIL 23,2003 NOTES PANELS PRE-CUT TO FIT WINDOW& °J - r �O' ` \ I ADDENDUM NO. I -APRIL 11,2003 TAG WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HEAD SILL ry - 5 I T T I N G K _ - \ / / ` \ INSTALL OWNER SELECTED DOOROPENINGS SECURETO WOOD PANEL2 .. ROOM CEILING FAN SYSTEM REVISIONS A T-0' T-9 IR' DOUBLE HUNG WOOD PAINT WOOD PAINT FB/A-6 GB/A-6 PANEL 5 FRAME W/2-12"#8 STAINLESS STEEL - (TYP OF 4) / \ m SCREWS-REFER TO D4/A-I FOR PANEL SIZE PANFL I L BEDROOM P RI 3'3 3/4" 5'3" DOUBLE HUNG WOOD PAINT WOOD PAINT FB/A-6 HB/A-6 PANEL 3 P • ��""�/ \ IN \ _ &FASTENING PATTERN. �� j P.OF 4 L _ O LOCATE KNEE JALL TO N FAN CHASE-ROUT PLUMBING Surveyor 32 3'-3 3/4" 5'-3" DOUBLE HUNG WOOD PAINT WOOD PAINT PB/A-6 H8/A-6 PANEL 3 to PROVIDE 4'-0"M N.CLEAR CI &EXHAUST FAN DUCT m CME/CPK DESIGN GROUP Cl T-0" T-10 12" FIXED WOOD PAINT WOOD PAINT FB/A-6 H8/A-6 PANEL 4 PANEL FASTENING SCHEDULE: (ITP OF 4) Q SLOPED CEILI G-TTP. - PANEL SPAN < 6 FT= FASTENERS Q 16"O.0 • • - EI W C2 2'-11 IIT T-61/4" CASEMENT WOOD PAINT WOOD PAINT F8/A-6 HB/A-6 PANEL4 — W A_g F < IIO Norwich, CT PANEL SPAN < B FT=FASTENERS Q 12"O.0 � T-2 3/4" 6 3 3 , h �Y C3 T-1112" Y-6ITCASEMENT WOOD PAINT WOOD PAINT F8/A-6 H8/A-6 EGRESS WINDOW,PANEL 4 PANEL4 PANEL PANELS S D Norwlc , NOTE: 4'A312" 9'-83/4" 6-4^ �.,,,�.�„��..,,,,, S 4 _ Phone:(860) 889-3397 FAX:(860)886-7801 ATTIC SPACE ATTIC SPACE C4 4'-0” 2'-1012' FIXED WOOD PRIM WOOD PAINT F8/A-6 H8/A-6 PANDA _ 3 D 9'-5" 2'-4 IR" MULLED AWNING WOOD PAINT WOOD PAINT F8/A-6 GB/A-G PANEL 7/7A WINDOW TYPE DIMENSIONS REPRESENT C C - 3 Structural Engineer D E 6'A' 2'-4 12" MULLED AWNING WOOD PAINT WOOD PAINT F8/A-6 GB/A-6 PANEL e ROUGH OPENINGS ]ry (TY'P,OF 1) ry O *IK GIBBLE NORTON CHAMPION BROWN T-0" 7'i•, P.O.Box 802 99 po PANEL 7 PANEL 7A PANEL 8 Old SayhroolS CT 06475 EGRESS WINDOW yl _ s-B" p.6 NET SF oPENINc) D� PLYWOOD PANEL SHAPES Hors Phone:(860) 33B-1224 FAX:(860) 338-0613 3'-113/4" 2'-II 12"61 " 2'-712" 'L4 3 2" —ter EQ. EQ. EQ. EQ. EQ. NOTE CENTERBROOK N REFER TO D I/A-2 FOR ROOF ^' d U- n ^' ^' .' CONSTRUCTION INFORMATON. POStArchORceaBo and�P�anners. LLC TYPE A TYPE BI TYPE B2 TYPE CI TYPE C2 TYPE 3 TYPE C4 TYPE D TYPE E PROJECT NORTH Centerhmak, COnnecbcuL 06409-0955 (OPPOSITE OF BI) (OPPOSITE OF C2)(OPPOSITE Of CI) SECOND FLOOR PLAN Telephone 860.767.0175 EI WINDOW TYPES „ =r.R NTS � Facsimile 860.767.8719 E � 0 I' 2' 4' NOTE O PHASE.- CONNECT HASE: 31'-0 12" CONNECT ELECTRICAL SERVICE FOR ADDITION — ^qfl DI EDGE OF ROOF(ABOVE) TO EXISTING ELECTRICAL PANELS. CONTRACTOR A3 EXTERIOR SCONCE CONSTRUCTION WINDOW WELL(TYP.OF 2) H6 TO VERIFY CAPACITY PRIOR TO CONNECTION. ICA"FOUNDATION VENT A-5 CONCRETE APRON - - - - - - - - - - - - - - - - - - - - r FLAGSTONE - DOCUMENTS 2'-0'x2'-6"CRAWLSPACE 4'_21/4" T-71/4" STOOP 6'-1012" i DiPROTECT EXISTING I'-9" 9'-4"CLEAR T-2 12" FLOOR ACCESS HATCH (5'_0"x2'_6^ 10" REINFORCED CMU WALL —� — )._.._. CONCRETE PIER TO 4'-0" - - - - _ - 9 - -MODIFY EXISTING EXTERIOR COLUMN _ H.B. 0 RE REMAIN W/4"SHELF w (SEE HI/A-6 FOR REINFORCING) O �, ENCLOSURE TO RECEIVE GALLERY S E C� PROTECT EXISTING - -- - - - - - - - - - - - - - - - - - - J - - 91 _ WALL SYSTEM-PROVIDE WATERTIGHT sr ,;;,,,,,, ,, ' � •; •,h` fy,lA`I - - - - DS --------' CONCRETE PIER TO CONVEY ELECTRICAL WIRING CONDITION @INTERSECTION REMAIN _ - - - - - - ' - - - - - - - - r FOR ADDITION THRU EXISTING 2c UP TO STAIR LIGHT 2 4 z {REFRIGERATOR BY OWNER PROVIDE CONTINUOUS C O' r , 6" _ H7 �,,P-B IR" I 108 l0 4 w I'-8"x 10" REINFORCED SPREAD _ T.O.WALL ELEVATION - I WALL CONSTRUCTION- FLAGSTONE STOOP - - _ WATERSTOP AT ry CONCRETE FOOTING A-3 INTERSECTION WITH SHOWN DASHED FT DOOR EL 12'-4" RESTORE FRAMING AND FINISH (5'-0'k2'-6") I '`- 3'-I I" 3'-8 s % ^' U q '\ F ^ ( ) (EYP. BOTH SIDES) AS REQUIRED EXISTING FOUNDATION t.4+ \ I H6 EB } _ _ _ _ I (ryR) CRAWL SPACE \—REINFORCED CONCRETE TYE. + I 240V r r_ 16"x8"FOUNDATION 0, T-0"x 10"FOOTING TO 4'-0" SLAB Q EL 12'-8" ALIGN AS : ' \ A-8 --- - - iv \ AUX WATER GFIC J VENT - - J w \ L 107. S-E I �r 2 - STOR TANK -- \ - - - w RECEIVE OFF-SET WALL �= O i S / S-E '\ _ j 2'-4 3/4":- GFIC WOOD WALL CAP O' I - I PIEOCOUNIN�SEEE CS/A-2 D'-� __ N.ht1h;'„'q -- 6' '.�' N� 4'�",1; �R - I O PEN , ASSEMBLY(ryP.) u' The SEE C5/A-2 (SIM.) T-6 I/4" LOSE \ I BELOW) • - v $ N - SHELVING 1 1 EXPOSED CONCRETE L 0- I EXISTINGELECIRICAL `�',_'? 103 E I Q E '•, FOYER Marshall Residence ~ - - -1 I PIPE COLUMN- _ , T-� m I PANELS TO REMAIN EXIST.FL ORING N` E -- q 7 107 P s — 1 FLOOR SLAB STO fI00RING '� w E p (2y ` D7 REINFORCED _ 2'-0” I _ , J 4 * - - GALLERY _ Addition CONCRETE o o; '^ EXISTING UTILITY ROOM R3 s 1y, .)� I\^ GARAGE STAB ON GRADE '• - 2'-0"x2'-0"xI O'REINFORCED-� - 0 - - f - 'n A6 A 6 Ad j EL'1 T-23/4" ^ CONCRETE FOOTING , w *EL: 13'-4"(V.LF.) � � � �� �''.,iSTONE FLOORING wood FLOORING HI � " A-0 I DRAWING NAME: O J �' •� N SEL 13'-4" �" Aa E W I N / 9 L '^ J T01 REMAIN SHELVING A-6 i N 5 109 Q EL IZ'B" m i W el E / ~• a _ 33 t^ Y q- FLOOR PLANS, FOUNDATION you 10"RHINE.CMU PIER _ O BS EL ITA Ll-' COAT PEGS - - - - - - -_ - - - 0 104 106 COO — — — - s E CHIC H - - - - - r - - - - - - - - - - - - - - - - - m - - - - - - D.S. C CHICDULES I ;y I PLAN & SCHEDULES ., EL: 12'-8" 0 •`\ _ PRELIMINARY NOT FOR CONSTRUCTION B"REINFORCE MU 8 �— 105 /� 5_E I '- - - - 12 \. FOUNDATION WALL I KAYAK BRACKET ') a 10"REINFORCED CMU WALL - (SFE H3/A-5 FOR REINFORCING) W/4"SHELF- 'C I GFIC ` w <_ • (SEE H4/A-6 FOR REINFORC.) CJ ,0 B"REINFORCED CMU FLAGSTONE STOOP CLOSET N 'W GFIC n RS COMPurcR FLDDRAWNC 6 FOR IN ORMAnONAL PURPOSES STEP FOUNDATION TO C -' FOUNDATION WALL REMOVE EXISTING SHELVING (5'-ONT-6") I 01 �oNsrlwcNLY AND noN WTI WT A su¢n SET OF CONSSTnRUCTION.DO ON�nRr `O CONSTRUCTION-REPAIR T LEVEL OF EXISTING REINFORCED CONCRETE (SEE HI/A-6 FOR REINFORCING) I W E ...--\ Docunwrs moMn Enna lnrcr FOOTING-V.I.F. ^ SLAB ON GRADE ADJACENT WALL SURFACES _ EXPOSED CONCRETE A-1 \ EL 12'-8" - - -- - - IN KIND EXTFRTORSLONCf: I GFIC S 4 - $ '� FLOOR SLAB L - - - - - - - - __ - - - - - - - - - - - - - - - - - - - J I (TTP.OF 4) JOB#: 1139 FILE: 1139_A-I PROTECT EXISTING OTING j TO REMAIN (SHOWN ODASH D) - • I 10 DS O . - � c 1002 CENTERBROOK ARCHBECR ANO PLANNEPS �— PROTECT IXISTING FOUNDATION 4'-6"CLEAR 4'-7112" EXISTING LIVING ROOM H.B. R III I DRAWN BY: MVL,LGB DATE: 8-22-2003 WALL TO REMAIN NOTE (FO REMAIN) T-1" T-I" 2'-I 12" 9'-9 3/4" 6'-10 I2" CHECKED BY: MV, SCALE: AS NOTED 3 INSTALL THREADED ROD ANCHORS 4'-0"OC MAX, i 20,-0" C PED •4 SHEET: = H TYPICAL,AND D"MAX FROM CORNER OTHER I_ CL L — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - - - - - - - s - - - - - - - - - -- 4� RQ DISCONTINUITY IN PLATE.REFER TO SPECIFICATIONS - EXISTING EXTERIOR FOR EPDXY ADHESIVE REQUIREMENTS I WALL SYSTEM TO G A R D E N HI b I PROJECT NORTH I REMAIN PROJECT NORT _ O FOUNDATION PLAN FIRST FLOOR PLAN _ _ HI IM•=ra ri HT1 HS va'=''{'' : � '/TN�' �161991 OQ•>r O 1400 1' 2' 4' 0 P 2' 4' F F y 2 3 I 4 1 5 6 7 1 8 9 10 PLYWOOD SUBFLOOR — PLYWOOD SUBFLOOR AND 7.X FLOOR JOIST LSTA36 STRAP TIE@ 16"OC AND 2X FLOOR JOIST 2X SOLID BLOCKING 2X SOLID BLOCKING @ 16"O.C. WALL SHEATHING LSTA36 STRAP TIE L50 ANGLE @ 16"O.C. 2 LSTA36 STRAPS-3"cc USE led x I/ NAILS —2-PLY I-3/4"x 14"LVL COORDINATE TRANSFER OF L50 ANGLEI TYPICAL 2x STUD& RIDGE BEAM PLUMBING VENT BETWEEN TS22 STRAP EACH SIDE A 7x3 ( 2x3 L50 ANGLE I' �1 NRAFTER OT SHOWNING RAFTERS-REFER TO D7/A-10 (TYR 2 LOCATIONS) 4-PLY 2x6 W/I2" FOR VENT SIZE&LOCATION 61/2"1 PLYWOOD SPACER 2x12 GUTTER BOARD 2x12 GUTTER BOARD 2x12 GUTTER BOARD 2x12 GUTTER BOARD DOUBLE 2X DOUBLE 2X DOUBLE 2X �" TOP PLATE TOP PLATE 83 TOP PLATE s , r , r -� r 20d AT 67.c—/ 20, AT 6"oc A-7 2X WALL AS STRAP DETAIL FRAMING �'' 2x WALL—� �_J 3/'�=��� I i� 1 "'�"'•°�'s � 2x8 CANT.Q 21"O.0 FRAMING 0 4" 8" P-4" , STRAP DETAIL B2 STRAP DETAIL ; STRAP DETAIL _ �' ! — --� 3/4'=1'P n Ilinli I mo, 3/4'=I'U I � ,„.„,.".n.....,,...•i,... 0 4” 8" I'-4" 0 4" 8" I'-4" 0 h" 8" I'-h" 4PLY-2X6 POST UP --- T522 STRAP ANCHOR ^^«^"°^^ •^•'-^•^�••'• o"=•-,.�.^,� 2-PLY2X12 RAKE RAFTER EACH SIDE CONT. 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DESIGNATION ANCHOR CONTINUOUS ACROSS BUILDING THICKNESS APPLIED PANEL EDGES WEIGHT REQUIRED 1,2,3,4,6&7 15/32 PLY h Od YES HD5A DO NOT SPLICI: C 7x10 METERS @ 74" O.C.(TYP.) --- °- e 15/32 PLY 2 4 Od YES HD OA `'j (BEYOND)TOP PLATE (ASTM ) j O 5&9 12 GWR 2 4 6d (COOLER) YES HD5A Q T.O.SLAB �, O 12"SHEATHING NOT SHOWN � '"" '+e" ���W« � """ LEDGER BOLTING DETAIL PIPE COLUMN 4(2) x12(TYP) C C3 3/4'=rs 1��1 T.O.WALL ... -..,.- •-,.�,•••,�,.. m 4 — ..........,...^... .. «.....,«..».�«^.. B 4" B„ x • . SHEARWALL NOTES: C, � � ;`, ,`,r BASE PLATE&ANCHOR I. ALL HARDWARE IS MANUFACTURED BY SIMPSON U.N.O. — w '""""""""""""""""'""' BOLTS- 12" EMBEDMTJ 2 ADDENDUM N0.2-APRIL 23,2003 2. REDUCE FASTENER SPACING 82%FOR WOOD SPECIES OTHER THAN SOUTHERN PINE OR DOUGLAS FIR ^' O 3"HOOK ,,,,,,,-„- ADDENDUM NO. -APRIL 11,2003 3 ALL NAILS ARE ASSUMED TO BE COMMON WIRE NAILS U N.O.PNEUMATIC NAILS OF EQUIVALENT DIAMI %,;' LEVELING PLATE _ ARE ACCEPTABLE. ' %"NVELING PL .._..m,__ REVISIONS h FASTEN SHEATHING TO SILL PLATES AT SHEAR WALL PANEL EDGE REQUIREMENTS TYPICAL. AREA OF — ?:��„ PENETRATION R ALL-RCED CMU- GROUT (2) 3/4"m BOLTS- 5. INSTALL GYPSUM BOARD SHEATHING WITH 6d x 1 3/4"COOLER NAILS OR 1 1/4",TYPE 5 OR TYPE W. WALL-GIROUT2-#5 VERT Q PIPE COL. -«-_"-� -�•"�6, SEE C3/A-Z Surveyor DRYWALL SCREWS. C+ OLID COURSES NOTE: -- G( ^�" (TYP.4 LOCATIONS) CME/CPK DESIGN GROUP 6. STAGGER NAILING INTO BUILT-UP CHORD MEMBERS. 7. COORDINATE HOLDDOWN LOCATIONS WITH ARCHITECTURAL DRAWINGS. p _TYR RAFTER HANGER-LSU26 8. OFFSET VERTICAL PANEL JOINTS ON EACH SIDE OF WALL TO FALL ON DIFFERENT FRAMING MEMBERS. DIMENSIONAL CONC FOOTING R.O. FOOTIN •-••- �` A( 110 Broadway 9. PROVIDE 3-2x6 CHORDS AT EXTERIOR WALL SEE TYPICAL DETAIL LUMBER LVL BEAM -TYP.DOUBLE RAFTER HANGER-LSSU210-2 ""' Norwich,CT 10.PANEL SHEATHING SHALL BE INSTALLED BEFORE PERPENDICULAR WAIL PARTITIONS ARE CONSTRUCTED. -NP. DORMER RIDGG HANGER-HU57_IO-2 „� ( I Phone:(860) 889-3397 FAX:(860) 886-7801 D3 JOIST & BEAM PENETRATION DETAIL D5 STRUCTURAL POST DETAIL TYP. POST To RDGe cnP- ccQ46soszs " »^„ L J L L 3a'=1'sr r�� n/r=r.m %=6mn"===1 2x12 GUTTER BOARD 2x12 GUTTER BOARD 7x12 GUTTER BOARD 2x12 GUTTER BOARD Structural Engineer D 0 4" 8" 1'-4"3 FLY-2X STUD COLUMN 0 h" 8" I'A. L90 ANGLE-TYP. GIBBLE NORTON CHAMPION BROWN —2x8 LEDGER BOARD 4 HOLD DOWN ANCHOR PROVIDE BLOCKING/SPACERS J (TYP OF 4) P.O.Box 802 THROUGH BOLT SEE H I/A-2 FOR Old Saybrook CT 06475 2 ROWS 16d NAILS (ASTM A307) 8 LOCATION Phone:(860) 338-1224 FAX:(860) 338-4613 3 PLY-2X STUD 2x3 CONT. FASTEN 2x3 FASTEN WITH HD5A 2-3/,'DIA COLUMN *NA SHEATHING @ AT 16"oc STAGGER 20d NAILS @ 16"oc HDIOA 4-�/"DIA 6"CONT.CMU BOND SHEARWALL PANEL (TYP EA SIDE) _ - BEAM W/#5 COM. EDGE REQUIREMENTS Nzx16 PLATETrn HORz. NORTH (FLOOR2X,6 PLATE NOT SHOWN) - ,i, THREADED ROD D6 ROOF FRAMING PLAN — C ENT E R B R O O K (ASTM A36) v4 = r n• °O CULT COURSE AS REQ'D. 2-3/4" ANCHOR WITH 1 HOLD DOWN ROWS 16I HOLD DOWN 2 ROWS 16d NAILS MIN EPDXY ADHESIVE 0 1' 2' 4' Architects and Planners, LLC SEE PLAN @ I6"O.0 STSEE H I/A-2 2x3 FASTEN WITH AT 16"oc STAGGER 10" CONT.CMU BOND— . ,':F;!� HD5A ANCHOR 20d NAILS AT Coc BEAM W/#5 CONT. Post Once Bax 955 HOLD DOW HOLD DOWN ;'�s 3/4"DIA X 15"ROD Centerbrook Connecli ut 06409-0955 SEE HI/A-2 (TYP. EA SIDE) HI/A-2 HORZ. _ 12"MIN.EMBEDMENT DETAIL A DETAIL B DETAIL C DETAIL D 10"CMU WALL '�,''. HDIOAANCHOR NOTE Telephone 860.767.0175 #5 VERT @ 24"O.C. 7/8"DIA X 18"ROD _ Facsimile 860.767.6719 E DUR-O-WALL HORZ. 15"MIN.EMBEDMENT COORDINATE TRANSFER OF PLUMBING LINES @ 24"O.C.-GROUT PER D7/A-I0. REFER TO D3/A-2 FOR APPROPRIATF TYPICAL HOLD DOWN DETAILS CELLS SOLID PARTIAL ELEVATION LOCATIONS OF STRUC URAL MEMBERS ROOF EAVE SHOWN DASHED SEE SHEARWALL DETAIL PHASE E _- r f^ PENETRATIONS. (3 PLY)2x6 STUD COLUMN @ B2/A-2 in - n 0 4" e" I'-4" EXTERIOR WALL(DOWN ONLY) ABOVE GARAGE DOOR CONSTRUCTION (3)2x10 HEADER(TYR) 2x12 RIM BOARD (TYP.) - (TYP.2 LOCATIONS) - - - - � - - - - - DOCUMENTS •^^^_?", 2x6 SOFFIT FRAMING @ 24"O C.(TYP) — — "—�'�• S (2)2x10 UNT'L � •'• � � � � B p q SWB TYP.AT CORNERS) _ p ..:., "•. \ (3)2x12 JOIST .�....,..,...�..e,.• ., ,.,,".-..r� ....-,...—m„ «..•....«."...•,,.•,.,,•,",•,^,...,�....,e.,,.,...,,,. of ,,,,,;,�,,,�.�•." __, ", HOLD DOWN DETAIL 8 m DOUBLE JOISTS @WALL HOLD DOWN DETAIL C — \. 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TRANSFER 3"SAN.THIRD JOISTS r� ��•®s 0 9 PIPE COLUMN ON BASE PLATE •".,,^^,,...• »,.,•,,,, ,. ,,•^,.. , „,,,.,..,.."»..,„,, �..,.•,„«,••„„„„•^,»», ....."«, ry REFER TO D5/A-2-SIMILAR I � FRAMING PLANS G NOTE: l - -- - - - ---- - - -- - -- - I & DETAILS m SW 9-- l SEE SHEAR WALL SEE BI/A-2 REFER TO H I/A-I FORFOUNDATION ON ( ) 8 AND SLAB CONSTRUCTION 3”SAN.WITHIN CEII_ING ..—____—.r.�...,..•,r. - 3 PLY 33 PLY 2x 1/4.5 V2 LVL(HIGH) HOLD DOWN DETAIL D INFORMATION ( PRELIMINARY NOT FOR CONSTRUCTION REINFORCEDCONCRETE ,....,,,,•.,...^...,., ...•.•...... ..•�.�...�.�.••�.... ,«..•... .M....•.-....,^..^...^ ...•......-..."......••.•,,..,..••.^.••• 3 PLY 2x17 BEAM (HIGH) Q FOUNDATION SYSTEM SEE EI/A-2 3PI_Y I-3/4"x5 I/7"LVL(LOW) O e'-0" B'-0" � oNiYnNo¢NoiM woCoroRCONSTRUCTION.NFORMArnONL NOTroAA6r (BELOW) _ m m L ._.. .,...,” 4 •�• +' ^„-, „ ,•«,"'sv-,�-,�^°,ww'ym,,,�r„^,,.,""- ONLYA DISH WIhIWDED FOR CD NOT 3 (3)2x6 STUD COLUMN 3 LINE Of EXISTING EXTERIOR WAIL �i ""`""'"'"'"�"""""'""'" ' i m� oocunwEs raON TNr nRo-lRcn AT BEAM ABOVE / � ,.,,.�.« .".,.."•..«..^— -------- .«...."....-,.^....,.., P.2 LOCATIONS OMSTI 48 — MSTI 48 --� (TY ) ry / O JOB#: 1139 1 FILE: 1139_A-2 (2002 CENTERRROOK ARGHITECfS AND PINVNEPS u ..... .. n ..,^..,•.",,,..�.«...�„ m .a. " .... ..,m,.n.-^,m-m--v .•.. a ,.«......,,.. r� 2x12 RIM BOARD BLOCKING DRAWN BY: SW 6 SW 7 .* MVL, LGB DATE: 8-22-2003 `q ^-- *"4 '�'�^� CHECKED BY: MVL SCALE: AS NOTED r G sw# NorF — - - - - - - - - - � g�EPE� gRc SSHEET.H - REFERS TO SHEARWALL LOCATION o - -.- - - - - — — — - - - - - - - - — - - - - - - TYPICAI-FLUSH FRAME JOIST HANGER CONTINUOUS (3) 1-3/4"x 1 1-1/4"LVL FLUSH FRAME SHALL BE L U5710 TYPE 2x12 RIM BOARD 2x8 LEDGER jet: (3) 1-3/4"x5-1/2'LVLa PROJECT NORTH MSFI 48 STRAP TIE EACH END& PROJECT NORTH A-2 y FIRST FLOOR FRAMING PLAN H6 SECOND FLOOR FRAMING PLAN DOUBLE 2x TOP PLATE SPLICE mr ro, HI M. 1= 17 i u4'=r.v ���� .1 0rf139'S y r� OQ` OF NE'N 1 2 3 1 4 1 5 6 1 7 1 8 1 9 10 A PLUMBING VENT STACK H4 DI H7 — EXHAUST VENT HOOD A DS DI — LEAD COATED COPPER ROOF PANNING ASSEMBLY — SCUPPER ASSEMBLY-TYR OF 2 VENTED RIDGE ASSEMBLY VENTED DORMER RIDGE (REFER TO F I/A-1) P-0" (TYP.) �`4 B LCC VALLEY FLASHING 17 �- --- CEDAR SHINGLE_ ROOF SYSTEM CEDAR DORMER ROOF TYP. C8 CEDAR RAKE TRIM ASSEMBLY(TYP.) _ ---_- \ 9 5/9 x 6 CEDAR CORNER SHINGLES Fl-6 - ASSEMBLY(PAINTED) ROOF DORMER CEDAR LAVE TRIM - - - I`- TRIM (PAINTED) � ___ - - — EMERGENCY EGRESS CONSTRUCTION -� ASSEMBLY(PAINTED) _ WINDOW LINE OF EXITING BUILDING ��� L-JL-J H4 TO REMAIN CEDAR SHINGLE n-s SIDING (UNFINISHED) - -D LOC _-- - -_ ARCHED EXTERIOR STEPP0" LCC APRON FLASHING gl (13� BI 82 EXISTING EXTEND)GAL SOI FRY ROOF RIDGE BENEATH FLASHINNG ASSEMBLY ^ CI C C3 C4 - WINDOW ASSEMBLY ASSEMBLY - - - (TYR) (SHOWN DASHED) - LCC APRON -- FLASHING ASSEMBLY CEDAR RIDGE CAP 12 CEDAR ROOF SHINGLES - INSTALL STEPPED LCC PLASHING AT 12 D7 9� -- - 6" HALF--ROUND EXTERIOR SCONCE-CENTER BETWEEN GALLERY ROOF BEYOND INTERSECTION BETWEEN EXISTING GUTTER CEDAR ROOF SHINGLES �9 A-3 DOOR&WINDOW TRIM EXTERIOR WAIL AND GALLERY ROOF REMOVE AND REPLACE IN KIND EXISTING C SHINGLES TO PROVIDE_WATERTIGHT - _ FLASHING CONDITION. CEDAR LAVETRIM _ _ _ _ _ CASEMENT WINDOW ---- TO DOWNSPOUT -- - LJ - 4"O DOWNSPOUT ASSEMBLY(PAINTED) - - - - - - - -- _ ASSEMBLY - - -_ ❑ C ___ EXISTING HOUSE T O R F M A I N 2 ADDENDUM NO.2-APRIL 23,2003 CEDAR DOOR CASING _ - © - - _ _ - -_ _ -_-. - - - -_ - __ - - _- CASING (PAINTED) ADDENDUM NO. -APRIL I.2003 (PAINTED) -- - - -- - - - - - ORNAMENTA WOOD PII ASTER_ -- - -- -_ -_ - -- -- - - - - 5/4 x 6 CEDAR CORNER __ _- -_ a - _- - - ,�-__ _- - - _ _____- _ _ _- _- --. 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(2)2x12 RAFTER W/ 12"WEB- 8 10"CMU WALL W/#5 VERT. 24"OC J I,J -j ° @ 24"OC I - �� - JOB#: 1139 FILE: 1139_A-5 @ - I2" EXPANSION DINT W/ f I SLOPING DUR-O-WALL HORZ.@ 24"O.C.- o `� = COMPRESSIBLE FILLER I -GROUT CELLS SOLID -_ A� N O T F: �_ Y Oc 202 CENTERRROOK ARCHITECTS .LAD PLANNERS M GROUT CELLS SOLID = / 1 I °O - DAMPPROOFING L \ X /\ / 1 = 2 CONCRETE MUD SLAB "./ - ( REFER TO HI/A-6 FOR TYPICAL 8 \� �� -3"RIGID INSULATION � "- '--- DRAWN 8Y' N O T B -"O �- ._ CONTINUOUS VAPOR _ Y� . --- ` / CONCRETE SLAB CONSTRUCTION _ MVL,LGB DATE: e-22-2003 >' O i�°° i��, a�r'�� °N BARRIEP, - INFORMATION _ N O T E: ° J (2)2x4 CONTINUOUS PLATE- - - CHECKED BY: MVL SCALE: AS NOTED REFER TO H4/A-6 FOR TYPICAL 4" GRANULAR REFER TO H4/A-6 FOR TYPICAL (t FED SHEET: H e EMEND DAMP SLOPING "_ FOUNDATION DRAINAGE UNDISTURBED DRAINAGE FILL FOUNDATION SYSTEM PROOFING 2x4 STUDS AT 16"O.C. 4k RC $ SYSTEM INFORMATION SOIL �S y CONSTRUCTION INFORMATION OVER TOP OT- (TYP.) - -� /� (y '�' �.'• o FOOTING -TYP. 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ASSEMBLY I x WOOD TRIM,PAINTED 1 _ t _ I"HIGH PERFORMANCE SLOPING 1x12 CEDAR FASCIA NOTE:REMOVE EXISTING (PAINTED)INSULATION ( ) PAINTED 1 B8 - - SHINGLES AT INTERIOR "� •� �� j % VAPOR BARRIER (2)2x12 RAFTER(TYP.) i / •�/ A_6 OF GALLERY(TYP.) fX \ ) I X I2" EXTERIOR PLYWOOD J I 2x WOOD BLOCKING GYPSUM BOARD � EXISTING STUD FRAMING --_ _ SHEATHING (REPLACE IN KIND) TO REMAIN CONT.VAPOR 2-PLY 2212 RAKE BOARD _ AIR INFILTRATION BARRIER _ CEDAR TRIM (PAINTED) BARRIER QYR) EXISTING WALT_SHEATHING SLOPING(2)2x6 WOOD TOP �'-' TO REMAIN SHINGI F- SIDING 12"GYPSUM BOARD - EXISTING GYPSUM PLATE B CEILING OVER I"RIGID BOARD TO REMAIN I2"EXTERIOR GWB 5/4 x 5/1 CEDAR TRIM SET B TYPICAL EXTERIOR WALL INSULATION W1 CONTINUOUS IN A RED OF SEALANT I_- _/• — - ASSEMBLY REFER TO H4/A-6 VAPOR BARRIER(TYP) —� • EXISTING EXTERIOR \ —,, SHINGI FS To REMAIN �o \ TYPICAL RAKE DETAIL VP=1'V _ DOOR JAMB PLAN DETAIL EXISTING WALL O DETAIL AT EXTERIOR WALL INTERSECTION 63 in•-ra BS IIn'=rw % o z„ 4" e° 0 2" 4„ B„ B 2 „ 1 FB _ TYPICAL ROOF SYSTEM- REFER TO H4/A-6 A-6 / TYPICAL EXTERIOR \ / CONTINUOUS INSULATION ° - CONTINUOUS LEAD COATED BAFFLE BETWEEN RAFTERS INTERIOR WALL CONSTRUCTION COPPER EAVE FLASHING- (TYP.) EXTEND BEHIND TRIM - 3/4" PLYWOOD ° Ix4 CEDAR TRIM OVER I" TYPICAL ROOF ASSEMBLY ° - WOOD BLOCKING r `� GUSSET-NP. � C �1 -CEDAR SHINGLES WITH 6" EXPOSURE ( \/ \• /` �` ° BEDROOM ASSEMBLY EXTERIOR WINDOW ,i _ V _ _ _ ASSEMBLY � I s. -CEDAR BREATHER � - /\ % \j - - Ixl2 CEDAR SAVE BOARD -AIR INFILTRATION BARRIER '. _ ° ° o OVER 2x12 GUTTER BOARD -WATERPROOFING UNDERLAYMENT 2 ADDENDUM NOI. -APRIL 23,2003 APRON FLASHING.ASSEMBLY I R"GYPSUM BOARD -3/4" FXTERIOR PLYWOOD \ _- _ CLIP ANGLE ° _ I ADDENDUM N . -APRIL I,2003 CEILING I -R-30 BATT INSULATION ° _ REVISIONS 1-3/4"x9-1/4"LVL LEDGER -2x12. RAFTERS AT 16"OC.WITH _ / CONT.VAPOR BARRIER -MTS 30 HURRICANE CLIPS n BATTERED 5/4 WOOD ° ° o - "Lv LSU 26 HANGER - PILASTER(PAINTED) Surveyor / I" HIGH PERFORMANCE �" 2x12 BLOCKING @ 16"O.C. ' m 6"/ HALF-ROUND GUTTER CME/CPK DESIGN GROUP RIGID INSULATION _ W/T NOTCHES @ 4"O.C. I'-I 3/8"TYP. W/BRACKETS @ 24"O.C.TYP. H8 _ - FOR VENTILATION n 12"GYPSUM BOARD ,;y A_6 110 BrP I"HIGH PERFORMANCE SITTING ROOM q _ 2x8 RAFTER EXTENSION EXTERIOR PLAN DETAIL @ TOP 2 3 I2 Norwich,CT y RIGID INSULATION `r - - I " Phone:(860)889-3397 FAX: (860) 686-7801 `� 3 PLY-2x12 BEAM I'-I 12" CONTINUOUS EAVE VENT 2x6 BLOCKING @ v - W/INSECi/BIRD SCREEN 16"O,C � ?e 2x6 RAFTER 2x6 KNEE WALL WITH >-` FULL BATT INSULATION PROVIDE SLOTTED VENT REVEAL 2x6 SOFFIT FRAMING Structural Engineer CONTINUOUS VAPOR EB @ INTERSECTION W/ 3/4"� v GIBBLE NORTON CHAMPION BROWN D >; EB 12"GYPSUM BOARD SOFFIT-TYP. '^ BARRIER A-6 SOFFIT Ix4 TONGUE&GROOVE TYPICAL WOOD BASE - A 6 -� Old Sao rook CT 06475 CONTINUOUS VAPOR WOOD SOFFIT-INSTALL BOARDS PARALLEL W/ BARRIER LEAD COATED C LENGTH OF EAVE, MITER Phone:860) 338-1224 FAX: 860 338-4613 ASSEMBLY - COPPERCAP BOARDS@ CORNERS Ll ( ( ) HARDWOOD BOOR HARDWOOD FLOOR _ SYSTEM srsrEM _ SII TYPICAL EAVE DETAIL \ EL 22'-4" 1_:� _ / SLOPE TOP EDGE 3 — I-in =1 w EL 22'-1" _ _ - . - - _ _...._— - . - 0 2" 4" B„ E8 $------- - _ _ - $ _ - - - METAL vFNr I-. !�, -_ C E N T E R B R O O K 1 4 X X BATTERED EX1fERIOR TYPICAL EXTERIOR WALL • kl'EJOIST(BEYOND) �`. % 1 � 2x12 JOIST(BEYOND) �s1 " �I ` ORNAMENTAL -i - SYSTEM REFER TO H4/A-6 y y % % Y X d ,I� k _ �_ WOOD - OVERTOP OF FLASHING (TYP) EF LAP AIR INFILTRATION BARRIER Architects and Planners,LLC Post ffice Box 955 \ / ( ) INTERIOR ` - Centeerrbrook,ConnecHw 06409-0955 L70 ANGLE I"HIGH PERFORMANCE I"HIGH PERFORMANCE _ RIGID INSULATION RIGID INSULATION 2x6 LEDGER - ' LEAD COATED COPPER Telephone 860767.0175 5/8"TYPE-X FIRE RATED 4-0 L90 ANGLE FLASHING EXTERIOR LIGHT FIXTURE Facsimile 860.767.6719 5/8"TYPE-X FIRE RATED (3)2x8 WOOD LINTEL W/ GYPSUM BOARD CEILING E 2x12 BLOCKING GYPSUM BOARD CEILING - WOOD CASING- \ 12"PLYWOOD WEBS ABOVE GARAGE(EYP.) ABOVE CLOSET LrYPJ -- - 2x10x12'LONG-SISTER EXTERIOR AWNING WINDOW (PAINTED) 5/4"x5-IZ"CEDAR CASING PHASE (PAINTED) TO 2x12 ASSEMBLY(EYP.) 2x 12 RIM BOARD EXTERIOR 3 PLY- 1-3M"x5-12"LVLCONSTRUCTION HEADER BEAM W1 n 46 ,,, j it �/ -_ -__ _ - - — SHIM AS REQUIRED STRAP TIE TOP PLATEDOCUMENTS SPLICE EACH END N OTE: EXTERIOR WOOD WINDOW GARAGE EXTERIOR CLOSET EXTERIOR / ASSEMBLY MSTI 48 STRAP TIE - CONFIGURE WOOD LINTEL AS REQUIRED TO ACCOMMODATE ARCHED WINDOW HOLD BASE 2"MIN.ABOVE ASSEMBLY GRADE-PROVIDE VENT SLOT LVL HEADER (2)2x6 TOP PLATE TYPICAL@ BASE(TYP.)ExreRloRwALL TYPICAL WINDOW HEAD DETAIL LY N F OPEN ASSEMBNINSULATED) TYPICAL EXTERIOR WALL ASSEMBLY FB ! REFER TO H4/A-6 -CEDAR—SHINGLES 0 Z" 4" 8" P PL O�PCONTINUOUS PRESERVATIVE v -AIR INFILTRATION BARRIER-I"HIGH PERFORMANCE RIGID EXPOSED CONCRETE % l / O N D TREATED 2.8 SOLE PLATE-TYR INSULATION (WHERE INDICATED) LEAD COATED COPPER 1/2"0 THREADED ROD -12"EXTERIOR PLYWOOD SHEATHING GRADE LEVEL FLASHING W/END DAMS T MIN EMBEDMENT" -2x6 WOOD STUDS AT I V OC CONTINUOUS SILL SEALER-TYP. -FULL BATT INSULATION (WHERE INDICATED) - The -VAPOR BARRIER(INSULATED WALLS ONLY) ELEVATION T 1 CONTINUOUS I x4 WOOD STOOL W/ CONTINUOUS LEAD -I/2"GYPSUM BOARD -� TO APRON W/REVEAL Marshall Residence CONTINUOUS Ix3 WOOD APRON COATED COPPER I"HIGH PERFORMANCE TAPERED 2x WOOD --'' - TO RECEIVE SHINGLES TERMITE SHIELD-TYP TYPICAL WALL CAP ASSEMBLY RIGID INSULATION PILASTER FRAMING - N O T B NOTE REFER TO H I/A-6 ,, _ .'r AS REQUIRED SEALANT Addition EXTEND EXTERIOR SIDING TYPICAL INTERIOR SEE HB/A-6 FOR ADDITIONAL SILL REFER TO H I/A-6 FOR TYPICAL CONCRETE j PROVIDE SOLID 2x BEYOND TOP OF WOOD CASING TYPICAL FLOOR SLAB CONSTRUCTION FLOOR SLAB CONSTRUCTION INFORMATION. BLOCKING TO RECEIVE CONSTRUCTION INFORMATIO FOUNDATION WALL Cl _ SEE FB/A-7 PILASTER FRAMING DRAWING NAME: :4"REINFORCED CONCRETE FLOOR SLAB _ - o -VAPOR BARRIER INTERIOR TYPICAL W ND W -4"COMPACTED GRANULAR DRAINAGE FILL - SHIM AS REQUIRED (TYP) GB I�IR•=I'�V 8"CMU BOND BEAM W/ EXTERIOR DOOR GYPSUM 80ARD (ERIORr WINDOW� EXTERIOR ION�S & -COMPACTED SUBGRADE T.O. GRADE CONT #5 HORZ. 'o Z ASSEMBLY (PAINTED) -- --- - TOP SOIL G �— `�. ��• .`-,� U ` ' , `�`-'-� �.�� _ - ILS ASSEMBLY EXTERIOR Ix WOOD STOOL Ix CEDAR TRIM PRELIMINARY NOT FOR CONSTRUCTION o ° :6 (PAINTED) PROTECTION BOARD (PAINTED) THIS OVER DAMPROOF NG X ONLY AND IS TNFRE DOD OR OR INSrRUZD 1OND NOTSTA :`� IA WOOD APRON CON LEAD ONLY AND IS NOT INTENOm FOR CONSTRUCTION OO NOTSTART .�� COATED COPPER APRON mNsraurnoNvm,lournsea.Eo sET aF carvsmurnoN a - �% °o COMPACTED GRANULAR I - - W/REVEAL - oacuNeNrs rnannlEARCFIrrEa o DRAINAGE RLL _ FLASHING,M 2"CLEATS UNDISTURBED SOIL ° F i\ /.%'� \ SEE TYPICAL R FOR I ° B"CMU WALL W/#5 VERTICAL O/ y° 1 \\ X - — TYPICAL REVCAL FL 24"O,C.,MAX-EXTEND pO @ 24"O.C.&DUR-O-WALL / PERFORATED DRAIN TILE g \ 5/4"x5-I2"WOOD FLASHING BENEATH JOB#: 139 FILE 1119A6 o WRAPPED IN FILTER FABRIC THRESHOLD - WINDOW SILL @ 24"O.C.HORZ - '�. // (BELOW) \\ CASING - \ cO 2nn2 CENRERRROOK ARCHRECIS AND PWJNEPS GROUT CELLS SOLID .<' ) II SCREEN DOOR EXTERIOR SIDING �-_ TYPICAL EXTERIOR 5l1"x 5-12"WOOD G4SING - SYSTEM (TYR) INTERIOR -I ROOF ASSEMBLY DRAWN BY- MVL,LGB DATE: 8-22-2003 N O T B P-6 I/ "TYP. CONTINUOUS AIR SEE H4/A-6 CHECKED BY: MVL SCALE: A5 NOTED EXTEND DAMPROOT--TNG OVER AIR INFILTRATION BARRIER INFILTRATION BARRIER REFER TO H4/A-6 FOR TYPICAL �. • r TOP OF FOOTING-TYP. OVER I/2"EXTERIOR OVER EXTERIOR WALL _ / hl �� PI SHEATHING OOD PILASTER EXTERIOR 2x6 f-RAMING (E Spy SHEET: FOUNDATION CONSTRUCRON SHEATHING _ (- ♦ /� �• INFORMATION FOOTING 20"Wx 10"D - I��;,, _ i F 3-#4 CONT UNDISTURBED SOIL PLAN DETAIL @ BASE CONTINUOUS 2x NAILER b _ A-6 WALL SECTION AT ROOF RAKE WALL SECTION AT CLOSET CH6 ORNAMENTAL PILASTER DETAILS HB TYPICAL APRON FLASHING DETAIL _ ^r a, - 9 HI zi4•=rc• IV.,`� H`I v4•=ru I'L1�9 ur=r.rr IY1�I B• 2' " B„ gTPOF NC°l0 I'-4° 0 4" 8" I'-1" 0 2., 4.. B„ 2 3 I 4 5 6 7 0 9 1 10 NOTES I.ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. 2.DEVICE SHALL BE INSTALLED ON A COMMON A FIRE RATED GYPSUM BOARD VERTICAL CENTERLINE WHENEVER POSSIBLE FIRE RATED 3.ALL (UNFINISHED) DOOR ASSEMBLY HEIGHTSEVICES SHALL BE INSTALLED AT ASAS INDICATED ON THIS DETAILUNLMOUNTING OTHERWISE NOTED. —— WOOD CASING I�� I�� — EXTERIOR WINDOW FIRE RATED - L 1 (I YR)SEE F8/A-7 I�u �JL_._J ASSEMBLY GYPSUM BOARD WOOD CASING TED) (PAINTED) LJJIIL JI ��J��L Jl WOOD USING ME] (UNRNI51-IED) SEE FB/A-7(PAINTED) DOOR FRAME (NP.)SEE LEWIS (PAINTED) , -- GYPSUM BOARD CLOSET DOOR 0 GARAGE DOOR (UNFINISHED) ASSEMBLY FIRE RATED GYPSUM WALL PHONES BOARD(UNFINISHED) SYSTEM (TAP.OF 2) e WOOD USING— E q—Q SWITCHES (TYP.) SEE FB/A"7 WOOD RISER FIRE ALARM PULL STATION -- - — WOOD STEP WOOD UP (PAINTED) (PAINTED) 6"woo — (PAINTED) - - _— .\ (PAINTED)BASE om Z. -�LUEQ TRECEPTACLES ELEPHONFJDATA ASSEMBLY _ (PAINTED) CMU B NORTH EAST SOUTH WEST FINISHED FLOOR SWITCHES, OUTLETS, ALARMS GARAGE �� TYPICAL MOUNT HEIGHTS Irl l IH'=1'-P 0 I' 2' 4• ti%mm _— 1 0 1' 2' 4' Ix4 DOOR CASING 2x6 STUD(TYR) VARIES POCKET DOOR REFER TO DOOR SCHEDULE ASSEMBLY C f 0 \ w WOOD CASING 2 ADDENDUM NO.2-APRIL 23,2003 /I I ADDENDUM NO. I -APRIL 11.2003 f— FIRE RATED GYPSUM (TYP) SEE F8/A-6 EXTERIOR " BOARD (UNFINISHED) (PAINTED) WINDOW - REVISIONS — WOOD USING ASSEMBLY KAYAK SLING BRACKET -- (TYP.) SEE F8/A-7 \' -� Surveyor (TYR OF 4) (PAINTED) — GYPSUM BOARD — TYPICAL POCKET DOOR DETAIL CME/CPK DESIGN GROUP CLOSET DOOR (UNFINISHED) C9 s•=rP 0 o ASSEMBLY �• 1 110 Broadway Norwh,CT c L / WOOD CAP 0 I 2" Phonelc 6"WOOD BASE (860)889-3397 FAX:(860) 886-7801 (PAINTED) (PAINTED) StnsWral Engineer D — EXPOSED CMU _ GIBBLE NORTON CHAMPION BROWN NORTH EAST SOUTH WEST P.O.Box 802 Old Saybrook CT 06475 CLO$ET Phone: (860) 338-1224 FAX:(860) 338-4613 0 1' 2' T " 514"x B WOOD USING CE N T E RB ROOK 1 I/4"QUARTER RADIUS Architects and Planners, LLC J REVEAL Post Office Box 955 Centerbrook, Connecticut 06409-0955 A- Telephone 860.767.0175 Facsimile 860.767.8719 E SCHEDULED DOOR I/4" EXTERIOR DOOR SYSTEM EXTERIOR DOOR SYSTEM — Ix4 JAMB TRIM PHASE WOOD CASING WOOD CASING CONSTRUCTION (NP)SEE F8/A-7 UYR)SEE FS/A-7 (PAINTED) _ (PAINTED) SECTION Q HEAD PARTIAL ELEVATION CONSTRUI. I — EXTERIOR WINDOW EXTERIOR WINDOW DOCUMENTS ASSEMBLY 0YP.) / � ASSEMBLY(iYP)El— Ix4 WQOOD CASTNG UARTER UW/GYPSUM BOARD — INTERIOR - — GYPSUM BOARD --(PAINTED) DOOR (PAINTED) REVEALS (FYP.) ASSEMBLY NTERIORDOOR ---ASSEMBLYSCHEDULED DOOR El / ❑ WOOD BASE ❑ WOOD BASE(TAP.) SEF. HEI/A-7 (FAIN SEE He/A-7 \` V F (PAINTED) (PAINTED) t NORTH EAST SOUTH WEST WOOD DOORJAMB U GALLERY (SHIM AS REQUIRED) , rl IIA'=I'P The 0 I' 2' 4' � JAMB DETAIL CD� TYPICAL INTERIOR DOOR DETAILS Marshall Residence TYPICAL %mmmem 0 1" 2" 4" Addition SCHEDULED WALL DRAWING NAME: SLOPED GYPSUM BOARD BENEATH 9 STAIR(PAINTED) 5'-4"CLEAR 8'-7 12"CLEAR 1 G S - -- INTERIORINTERIOR DETAILS & m GYPSUM BOARD EQ. EQ. GYPSUM BOARD GYPSUM BOARDEQ. EQ EQ. (PAINTED) (PAINTED) (PAINTED) - ----- — _ Ix4 DOOR JAMB USING Pan OPEN SHELVING WOOD USING 2'.0" — MOISTURE RESISTANT- PRELIMINARY NOT FOR CONSTRUCTION SEE Hi 9 > (FYI.)SEE FB/A-7 �' �` GYPSUM BOARD(PAINTED) TAP. (PAINTED) TFIIS CAMPUFCR fILODRAWING IS FOR INFORMATIONAL PURPOSES ONLY ANO IS NOT INTFNOED FORCOM16n1ULTON DO NOT START REFRIGERATOR ---'— ❑ FIRE RATED DOCUMI FROM THE ARO iT= ___ CONSTRUCUONW Ii A 5G1LO 5R OF CONSTROCTON BYOWNERJ DOOR ASSEMBLY — OPEN SHELVING ❑ — I/4"QUARTER RADIUSNSEE HB/A-9 QEXTERIOR DOOR ;a ,„ JOB#: 1139 FILE: 1139 A-7 SYSTEM (BEYOND) �, COAT PEG(TYR) Ix8 WOOD BASE SEE BB/A-91/4" 2002 CENTERBROOK ARCHRECTS AND PWJNERS — WOOD BASE v v WOOD BASE8 (IYPN SEE HS/A-7 (TYP.) SEE HB/A-7 L (PAINTED) (PAINTED) --__ I2"x 2-12"TAPERED DRAWN BY. MVL,LGB DATE: e-22-2003 NORTH WOOD USING(TAP.) SEE A-7/FB (PAINTED) EAST SOUTH WEST `v \ /�\� - WOOD SHOE MOLDING CHECKED BY: MVL SCALE: AS NOTED o H m ° LOUVERED CLOSET DOOR ASSEMBLY `SgkR ARCSi SHEET $ FOYER PARTIAL ELEVATION Iy� a HI un•=1'.o- — � ':I� TYPICAL BASE ANDCASING DETAILS /� 0 1' 2' 4 A ' H8 � 0 I" 2" 4" 'PT o, otRaa+' Q� �rFOF N!*N 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 BARREL VAULT MOISTURE MOISTURE RESISTANT RESISTANT GYPSUM BOARD EQ. EQ. GYPSUM BOARD AT BARREL VAULT DORMER EXHAUST FAN WOOD CASING - CEILING AT DORMER TYP) CEILING PAINTED (rYP.)SEE F8/A-7 (P14INTED) (PAINTED) _ A (PAINTED) fSOFFIT WALL SCONCE -] �d� _ MOISTURE RESISTANT - - _t - --_"_-- - - - _ - WOOD USING O' GYPSUM BOARD (TYP.) MOISTURE RESISTANT CERAMIC TILE CERAMIC TILE ---- (TYP.)SEE F8/A-7 - MOISTURE RESISTANT "' (PAINTED) - - __ GYPSUM BOARD CTYP.) CEILING - _--_-_ _- - ___ @WALLS& - (PAINTED) WALL SCONCE GYPSUM BOARD HYR) - (PAINTED) CERAMIC TILE _ -- CEILING _ __ SCONCE Q - WALL MOUNTED (PAINTED) C, TOWEL BAR �� WALL MOUNTED -- _ _ _ MIRROR TOWEL BAR- ]EI - -- MOISTURE RESISTANT MIRROR - POCKET DOOR ^ POCKET DOOR BUILT-IN VANITY --- -- -- - - (PAIN ) ) - - ASSEMBLY R .. ., ASSEMBLY(TYP.) ASSEMBLY(TYH I 11--i- - P.) q SEE H3/AA WATER CLOSETCER - _ _ - _-_ _ PA GYPSTED UM BOARD -_-_--_ POCKET DOOR 4 <' 1.I TOILET PAPER BUILT-IN VANITY - BASE(TYP) TILE - BUILT-IN CABINET CERAMIC .) c CERAMIC TILE PLUMBING ACCESS " CERAMIC TILE IJ SEE H5/A-9 BASE(TYP) SEE FI3/A-9 BASE (TYP.) BASE(TYP.) DISPENSER(TYP) BATHTUB PANELMLLLij BASE(fYP) NORTH EAST SOUTH WEST NORTH EAST SOUTH DB WEST A-9 O BATH B g l VANITY �� gb I„• � R• -- I 0 1' 2' 4' 0 1' 2' 4' T-5 12” - BARREL VAULT MOISTURE --- INSTALL OWNER SELECTED- RESISTANT GYPSUM BOARD CEILING FAN SYSTEM CEILING AT DORMER(TYR) (PAINTED) " VAULTED GYPSUM o. AB LANDING m � BOARD CEILING 4-- m (PAINTED) __-.- I'-e" WOOD CASING WOOD CASING SLOPING GUARDRAIL (TYP) SEE FB/A-7 - SLOPING GYPSUM _ - (TYP.)SEE F8/A-7 V 3'-6 I/2"CLEAR 4 I T-6 1/2"CLEAR +- WALLBOARD CEILING (PAINTED) SCONCE -.-- (PAINTED) EGq€SS= (PAINTED) INTERIOR DOOR LOUVERED CLOSET INDO - EXTERIOR ARCHED EXTERIOR DOUBLE --- DOOR ASSEMBLY -- - - -- - - -- - -- - - HUNG WINDOW ASSEMBLY b _- WINDOW KNEE WALL - - - WALL MOUNTED __- AASSEMBLY(TYP.) SSEMBLY C 4 GYPSUM BOARD -- ----- - STAIR RAIL ZD GYPSUM BOARD - GYPSUM BOARD EXTERIOR DOUBL PAINTED - - GYPSUM BOARD -- (PAINTED) E (PAINTED) _= WOOD BASE T (PAINTED) (PAINTED) WOOD BASE HUNG WINDOW - - 2 ADDENDUM NO.2-APRIL23,2003 - -- (TYP.)SEE HB/A-7 -_--" (TYP.)SEE HB/A-7 _ - m - _-_- ___ . .. _-_ - ASSEMBLY TYP) FS I ADDENDUM NO I -APRIL 11,2003 (PAINTED) ___ _ __.-_.__.._ __.- (PAINTED) A-e - --- - - -- - - REVISIONS NORTH EAST SOUTH WEST F 1- Surveyor C I BEDROOM ¢ CME/CPK DESIGN GROUP IM.e Lfy. I ■ �'2 p 0 I' 2' VAULTED GYPSUM BOARD CEILING - - IID Broad Way ABOVE STAIR(PAINTED) BARREL VAULTED GYPSUM BOARD � -- � Phone:(860) 889-3397 FAX: (860) 886-780I VAULTED GYPSUM CEILING AT DORMER(TYP.) FS BOARD CEILING (PAINTED) A 8 StmcLumI Engineer (PAINTED) _ GIBBLE NORTON CHAMPION BROWN GYPSUM BOARD VAULTED GYPSUM -� EL I3'-4" D BOARD CEILING (PAINTED) A ® (PAINTED) _ OldP. Saybrook 802 OPEN - WOOD CASING - DN Old Saybrook Ci 06475 1 (fYR)SEE FB/A-7 _- __ CURVED WOOD _ �EL 22'A" Phone: (860) 338-1224 FAX:(860) 338-4613 H2 (PAINTED) CASING (PAINTED) r I��\ SEE F8/A-6 SIM. H2 A-8 INTERIOR DOOR -�- GYPSUM BOARD -� - - - \� A-e GUARDRAIL lul hL�` EXTERIOR ARCHED ASSEMBLY (PAINTED) WINDOW ASSEMBLY I� C E N T E R B R O O K -- -POCKET DOOR -- B -- - �. STAIR ASSEMBLY GYPSUM BOARD GYPSUM BOARD -- ENLARGIED STAIR PLAN (PAINTED) (PAINTED) I'-6" Eg Architects and Planners, LLC - WOOD BASE WOOD BASE * WOOD WINDOW Im=rm 1 �� TYP.)SEE HB/A-7 - (TYR) SEE HB/A-7 - _ - STOOL AND APRON 0 6" 1' 2' Po Office Box 955 _ _ _ (PAINTED) - - (PAINTED) Centerbrook Connecticut 06409-0955 (PAINTED) WEST '-- - WOOD STAIR Telephone 860.767.0175 EAST SOUTH P RAI���5/A-e NORTH WOOD STAIR RAIL Facsimile 860.767.8719 (TRANSPARENT FINISH) \ (PAINTED) E SITTING ROOM E I IH•=I,Q IRaF�'a�1 WOOD STRINGER PHASE: 0 1' T 4' TRIM SEE G9/A-B VAULTED GYPSUM BOARD SCHEDULED WALL --_ (PAINTED) CEILING SYSTEM �- -� CONSTRUCTION - 12" 1 1,7' DOCUMENTS .. GYPSUM BOARD WALL RI = 12" - - RI = I2" SURFACE(BEYOND) ,` --R3 = 12" R5 = -5/B" -R4= I2" I x WOOD WALL CAP (PAINTED) -- 1-1/4"0 WOOD PLUG \ \ - 12" 0 x 5"LAG BOLT T.O.WALL CONT. I x4 TRIM (PAINTED) - SIM. H4 F A-B 2x4 STUD FRAMING @ WOOD TOP PAIL(PAINTED) - - � �- - WOOD RAIL,CUT FROM 2x6 16"O.C.W/ 12"GYPSUM CONT.CORNER BEAD --' 7"0 WOOD SUPPORT BOARD BOTH SIDES AND SLOPING TOP (2)2x4 WOOD TOP PLATE - HANDRAIL DETAIL AT STAIR _ _ SLOPING A WOOD BASE The FS 3._I•n - - FINISHED FACE OF TRIM @STAIR WALL 2x4 WOOD STUDS @16"O.C. 0 I" 2" 4" WALL 1 -B SECOND FLOOR Marshall Residence H5 Typ HANDRAIL ASSEMBLY A-8 STRUCTURAL WOOD Addition REFER TO F5/A-8 HEADER TO RECEIVE X (PAINTED) 0.. WOOD HANDRAIL STRINGERS @ SECOND _Z. SOLID WOOD BLOCKING AT OUTSIDE EDGE FLOOR LEVEL(REFER TO AS REQUIRED TO SUPPORT OF STAIR(TYP.) / FRAMING PIAN) DRAWING NAME: 0 HANDRAIL ASSEMBLY(TYR) (BEYOND) BLOCKING TO RECEIVE 9 1/2"GYPSUM BOARD - -- - Q CEILING AS REQUIRED INTERIOR ELEVATIONS & (BOTH SIDES) 5/4 WOOD TREAD W/ /, w G - "NOSING (TYP.) !/ _ x STAIR DETAILS (TRANSPARENT FINISH) i" _1„ °- F5 n % HARDWOOD FLOOR A-8 8 TYPICAL BASE ASSEMBLY ^, SYSTEM V' d PREUMINARY NOT FOR CONSTRUCTION REFER TO H8/A-7 m STRINGER W/ 1/4"QUARTER _ 1 TI IIS OOMPUM FILMRAWING IS FOR INFORMATIONAL PURPOSES HARDWOOD FLOOR SYSTEM REVEAL -REF-ER TO BASE 12"x 1-12"TAPERED 3/4"PLYWOOD DECKANO d SECOND FLOOR LEVEL DETAIL_HS/A-7 ONLY MEN IS NOT IMW AR o FortcGNsrnurnON m NOT srnnr CONSTRUCTION WITI IOUI'A SCALD SET OF CONSIRUCnON � — — DOCUMENTS FROM hIC MCI IRCCi. - WOOD TRIM (PAINTED) � o @WO.C.(M.) li CLOSET \ STAIR RAIL-SHOWN Ix WOOD RISER PANEL, � DASHED(BEYOND) f08#: 139 FILE: 1139_A-8 — 3/4"PLYWOOD DECKING TYP.(TRANSPARENT) (2)2.4 TOP PLATE a Oc 2002 CENTERBROOK ARCHRECTS AND FlANNERS I 2x STUD WALL FRAMING -' 2x4 STUD KNEE WALL m DRAWN BY: MVL,LGB DATE: 8-22-2003 16"O.0 WITH I2" GYPSUM BOARD ON CHECKED BY: SCALE 2x17.WOOD STRINGER 2x12 WOOD STRINGER @ VOID d I (7--)2x12 HEADER MINIMUM OF(3)PER RUN CLOSET SIDE STAIR ASSEMBLY-SHOWN MVL AS NOTED s DASHED (BEYOND) .��GA R0. SHEET: H CONTINUOUS 2x4 SOLE �S r 'yj� 2"GYPSUM BOARD r — 12"GYPSUM BOARD I2"GYPSUM BOARD PLATE r� FIRST FLOOR IWC9 CEILING / (:FILING b � F • GUARDRAIL DETAIL STRINGER DETAIL AT STAIR HS TREAD AND RISER DETAIL SECTION AT STAIR r ` H2 Ila•=r.v H4 I Rm INI • _ �� IIaEAm - — 0 2„ 4" B„ 10. 2"" 4" B" 0 2" 4„ B" O` 61, 11 2 'TFOF N WyOek I 2 I 3 I 4 5 6 7 8 9 10 DLUrIII UTr]Url BUAI CEILING SURFACE 3/4"O.D.WOOD COAT A PEG (TRANSPARENT) CONTINUOUS Ix6 WOOD TRIM (TRANSPARENT) _C ry VAULTED GYPSUM BOARD CEILING(PAINTED) 12"GYPSUM WALL BOARD — (PAINTED) 2.WOOD BLOCKING AT CLOTHING ROD COAT PEGS T(P) COAT PEGS(TYP.) SEE BB/A-9 . �1 OI 8 TYPICAL COAT PEG DETAIL 0 1" 21 4" w 0 ` CLOTHING ROD 12"MOISTURE RESISTANT -� - - - - -- - - -- -- _-- --- GYPSUM BOARD(PAINTED) v IQ" REVEAL(TYP.) 3/1"WOOD VENEER PLYWOOD BENCH TOP 2•_0" - 3/4"WOOD VENEER WITH SOLID WOOD EDGE-PAINTED - - -- - PLYWOOD BENCH TOP WITH SOLID WOOD EDGE 3/4"MDO PLYWOOD — Ix WOOD FRAME W/ 3/4"WOOD VENEER METAL MAGNET PLATES SECURE PANEL-TYP. C - _ --- _ ACCESS PANEL W/ CABINET MAGNETS TO 3/1,"WOOD VENEER PLYWOOD DIVIDER I PLYWOOD BACK @ETYP (PAINTED WITH SOLID WOOD EDGE(TYP.)- I (PEDGE ) PAINTED 3/4"WOOD VENEER ( DGE-) PLYWOOD DIVIDER BATH OPEN OPEN OPEN PLUMBING 2 ADDENDUM NO.2-APRIL 23,2003 WITH SOLID WOOD HOLE FOR CHASE I ADDENDUM NO. I -APRIL 11.2003 = EDGE(BEYOND)(TYP.) 3/4"m - - 3/4"WOODVENFER FINGER PULL REVISIONS PLYWOOD BASE WITH SOLID WOOD 2x4 STUD FRAMING(TYP.) Surveyor EDGE CME/CPK DESIGN GROUP 3/1"WOOD VENEER PLYWOOD TOE KICK --- �,I'- 3/4"WOOD VENEER CERAMIC TILE BASE PAINTED _ PLYWOOD TOE KICK Ile Broadway Norwich,CT 12" EQ' EQ EQ, Q" Phone:(860)889-3397 FAX:(860) 886-7801 2x BASE FRAME(TYR) D Structural Engineer ELEVATION AT CLOSET BENCH SECTION AT CLOSET BENCH GIBBLE NORTON CHAMPION BROWN la•=r r D5 a.=i,p -- -- -- SECTION AT PLUMBING ACCESS PANEL �/ • '� ��� In•=I'v u P.O.Box 802 0 2" 4" B" 0 2" 4" 8" '4 Old Saybrook CT 06475 0 2" 4" 8" Phone:(860) 338-1224 FAX: (860) 338-4613 FINISHED CEILING CENTERBROOK SOFFIT ASSEMBLY Architects and Planners, LLC Post Office Box 955 MOISTURE RESISTANT Centerbrook,Connecticut 06409-0955 1'_2" GYPSUM BOARD WALL Telephone 860.767.0175 E (BEYOND) (PAINTED) facsimile 860.767.8719 - -- --- - -_ I" PLYWOOD SHELF WITH WOOD SHIM 1x3 SOLID WOOD EDGE 3/ REVEAL AT TOP MT.) (PAINTED) AND SIDES PHASE-. FINISHED CEILING -- ---- --. = CONSTRUCTION - - - - - ,. - -- - --� -- --_ CONTINUOU5 Ix CLEAT-ALIGN DOCUMENTS -= -- --- - BOTTOM OF CLEAT W/BOTTOM 2x6 STUD FRAMING EDGE OF SHELF APRON-TYP. SCRIBE FET BACKSPLASH TO 12"GYPSUM BOARD /— UNDERSIDE OF WINDOW SILL I" PLYWOOD BACK CONTINUOUS SEALANT i� BACKSPLASIT F ].'-0" — - FAUCET-REFER TO SPECIFICATION FOR MODEL AND CONFIGURATION U r - - - - - FOYER n _ COUNTERTOP —� SINK BASIN ALIGN� 1x3 WOOD STOP W/BUTT MOEDGOEFOF CLEAT ___- . _._—___—._��_ --_ ._— The p C' SHELFAPRON -TYP. Marshall Residence SOLID WOOD BLOCKING " AT FIXED SHELVES (TYP.) Addition I" PLYWOOD SHELF WITH — __:.:—s_--- --r .--��--- - I/4"VENEER PLYWOOD 1x3 SOLID WOOD APRON - — \ DRAWING NAME: 3/4"PLYWOOD SHELF W/SOLID PANEL(PAINTED) CONTINUOUS Ix WOOD G 4 WOOD EDGE(PAINTED) C CLEAT@ 3 SIDES OF _ SHELF(FY?) MILLWORK DETAILS g ADJUSTABLE SHELVES 12"PLYWOOD BACK I"PLYWOOD SIDE (BEYOND) HOLES SPACED AT 2'O.C., - --- 3/4" PLYWOOD I"PLYWOOD(TYR) PROVIDE NON-CORROSIVE BOTTOM AND SIDES PRELIMINARY NOT FOR CONSTRUCTION SHELF PEGS Q 1X2 WOOD STOP TI IS COMPUTER FILEDRAWING 5 FOR INFORMATIONAL NRPOS3 ONLY AND 15 NOT INTEN D ED Ix WOOD RAI LS AND SOLID WOOD EDGE RT m NOTE: STIL (TY )( IN ) -- _ ___-__-___ ooGNc nNnroaanri�nu in�RosNET ormlowiRuocnoNsrA CFYP) g -- - REI_ER TO H5/A-9 FOR TYPICAL ==- :_-_. - - __- _ TYPICAL BASE ASS EMBLY — 8 139 FILE 139 A 9 ES P. PA TED _ BASE CABINET DIMENSIONS& I 10 #. _ - __- I, I I 2x STRETCHER 2x STRETCHER FINISH 2x STRETCHER ( C 2x BASE FRAME(rrPJ _ cO zooz cENTEneaooK gnCrllrtcrs AND nnrvNEnS _ FINISHED FLOOR /11 FINISHED FLOOR I� MVL,LGB DATE: 8-22-2003 DRAWN BY.FINISHED FLOOR Ix WOOD BASE SCALE:CHECKED BY: MVL AS NOTED _ H (PAINTED) t�PEO ASHEET: 2.BASE FRAME(TYP.) d BUILT-IN LINEN CABINET DETAIL O VANITY DETAIL TYPICAL OPEN SHELVING DETAIL H3 IIn•=1m HS II¢=ra - __ .__ HB Im•=rn Q _� 0 T 4" 81. 0 T' 4" 8" ti1�1 0 2" 4" B. 6239,' el � FOF NEWy 1 2 I 3 I 4 5 6 7 8 9 10 RUN 1-1/2"VENT BELOW COUNTER A -12"VENT RISE UP IN WALL 1-12"TRAP 4"VENT TO ROOF t 3"SANITARY WASTE ROOF LINE 1 LAV TRANSFER I-I2"VENT ' BETWEEN RAFTERS LAV I 3"SANITARY THRU BEAM 3"VENT ' -12"TRAP 2."VENT B 000 ' 3"WASTE I I BATH WATER CLOSET CLOSET ' I 3"VENT RISE UP TO \`3"VENT VANITY 4"VENT TO ROOF �erQS � 3"SANITARY s� THRU BEAM 0 BATH TUB I 3"VENT CHASE 3"WASTE ' E - -I/7"VENT 1-I2"WASTE DOWN I ' 2"VENT 3"VENT 1-1/2"VENT I 2 ADDENDUM N0.2-APRIL 23,2003 'r LAV I ADDENDUM NO. I -APRIL 11,2003 USE SHALLOW REND TO MAXIMIZE BEDROOM REVISIONS HEIGHT OF WASTELINE @FLOOR ' Surveyor LAV I PROJECT NORTH CME/CPK DESIGN GROUP WATER CLOSET ' D7 ENLARGED PLUMBING PLAN n•=Iu -12"WASTE I 0 6~~�' 110 Broadway Norwich,CT Phone:(860) 889-3397 FAX (860) 886-7801 2"VENT ' EXISTING SANITARY BELOW GARDE Structural Engineer OORLINE TO EXISTING SEPTIC SYSTEM GIBBLE NORTON CHAMPION BROWN D SECOND FL 3"WASTE r TO REMAIN 1 P.O.Bax 802 N THRU FLOOR ^ O TIE 3"SANITARY TO EXISTING SANITARY @ Old Sayhrook t=T 06475 p0`N i ` I UNDER FLOOR OF EXISTING CRAWL SPACE Phone:(860) 338-R24 FAX:(860) 338-4613 45°TAKEOFF JJ ` ' O VERIFY INVERT ELEVATIONS TO ENSURE THAT 1-1/2'WASTE I PITCH CAN BE ACHIEVED 2"VENT` �— 3"VENT JTRANSFER EXPOSED 3'SANITARY WASTE C E N T E R B R O O K NOTE: LINE OVERHEAD IN EXISTING UTILITY ROOM COORDINATE TRANSFER OF PIPE ' O Architects and Planners, LLC THROUGH STRUCTURAL FRAMING- 3"WASTE BATHTUB REFER TO H6/A-2 FOR STRUCTURAL O PROTECT EXISTING WATER LINE TO REMAIN Post Office Box 955 CONSTRUCTION INFORMATION. Centerbrook,Connecticut 06409-0955 N O T E: -- I-12"TRAP Telephone 860.767.0175 EXISTING HOUSE Facsimile 860.767.8719 PITCH WASTE LINES 3"AND LARGER 1 I-12"SANITARY FROM LAV E @ /8"PER 12 PITCH WASTE LINES 3"SANITARY DO I'�' =; `r,� -I2"SANITARY FROM'TUB SMALLER THAN 3"@ /4"PER 12". IN CRAWL SPACE '�pp r I� W "nil T SANITARY FROM WATER CLOSET PHASE: c• f� /TRUI. l�T 3"WASTE ENCLOSED WITHIN GALLERY �_ _ I'. CONSTRUCTION SOFFIT TO UTILITY ROOM -SEE H3/A-5. CLEANOUT CONVEY EXPOSED WASTE LINE OVERHEAD EXISTING DECK . r DOCUMENTS IN EXISTING UTILITY ROOM&CONNECT TO TO EXISTING WASTEUNE IN CRAWL SPACE. REMAIN li !i TRANSFER WASTE LINES 'r 3"WASTE THRU CEILING SOFFIT OF GALLERY TRANSFER WASTE LINES THRU SECOND FLOOR FRAMING F- PROJECT NORTH SECOND FLOOR PAN PARTIAL SITE PLAN - PLUMBING F3 NOT To srur. F7 Ins•=rte I • Ire 0 4' 8' 16' The Marshall Residence Addition DRAWING NAME PLUMBING DETAILS G s a PRELIMINARY NOT FOR CONSTRUCTION O IIS AND RnILOMWLNGOR FOR O .INFORMATIONAL NOT5TA v ONLY ANO&NOT IMENOCO F06 CONSTRUCTION.OO NOT AA6T QI CONSTRUCTION Wn OIR SAM SFT OF CONSTPUcnON DOCUMENTS FROM r IE AICI IRCCf JOB#: 1139 1 FILE: 1139_A-10 o cO 2002 CENTERIBI ARCHRECTS AND PIANNERS u DRAWN BY: MVL,LGB DATE: 8-22-2003 8 CHECKED BY: MVI SCALE: q8 NOTED Aft- SHEEP / \ 10 •%, �. 016119 FOF NE`N'L