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HomeMy WebLinkAbout39620-Z 4, 4/1/2015 V ,� �,��,��� Town of Southold 'e, P.O.Box 1179 •:'i 53095 Main Rd Southold,New York 11971 -11 .t.:ttsetiV e iSl. CERTIFICATE OF OCCUPANCY No: 37489 Date: 4/1/2015 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 3275 N Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 71.-1-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/18/2015 pursuant to which Building Permit No. 39620 dated 3/27/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"FINISHED BASEMENT, INCLUDING A BATHROOM TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Quinn, Laurence&Quinn,Joseph (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39620 01-14-2015 PLUMBERS CERTIFICATION DATED t riz Sire 401101i , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39620 Date: 3/27/2015 Permission is hereby granted to: Quinn, Laurence & Quinn, Joseph 158 Tanners Pond Rd Garden City, NY 115301024 To: "As built" alterations (finished basement) to an existing single family dwelling as applied for. At premises located at: 3275 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 71.-1-39 Pursuant to application dated 3/18/2015 and approved by the Building Inspector. To expire on 9/25/2016. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $803.20 CO -ALTERATION TO DWELLING $50.00 Total: $853.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 4/1/2015 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3275 N. Bayview Road, Southold House No. Street Hamlet Owner or Owners of Property: Laurence & Joseph Quinn Suffolk County Tax Map No 1000,Section 71 Block 1 Lot 39 Subdivision Filed Map. Lot: Permit No. 39620 Date of Permit. 3/27/2015 Applicant: McCarthy Management, Inc. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (heck on'µ Fee Submitted: $ 4 r .•E' ^~ '-__ Applicant Signature 10 NIN Town Hall Annex 1� l® . Telephone(631)765-1802 54375 Main Road * * Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959oly t@ /` roper.richert(cr�,town.southold.ny.us = C®UNT`I, ,,� i • •,_ 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thomas McCarthy(Quinn) Address: 3275 N. Bayview Road City: Southold St: New York Zip: 11971 Building Permit#: 39620 Section: 71 Block. 1 Lot: 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: AS BUILT BASEMENT ---- ELECTRICAL SURVEY---- NO VISUAL DEFECTS---- 1 Exhaust Fan,1-Hydromassage Tub, 5 ft Plug Mold Notes: Inspector Signature: Date: January 14, 2015 Electrical 81 Compliance Form.xls ,,,,,�''0 Solfryo , o < Town Hall Annex 4 Telephone(G3 i)765-1$02 54375 Main Road iiii% ; Fax(631),765-9502 P.O.Box 1179 % C Q Southold,New York 11971-09594' ����� -ICV E BUILDING IMPARTMENT . -- TOWN OF SOUTHOLD - CERTIFICATION Date: I i .. Building Permit No. 0 Owner: Q v 1 n . (Please print) Sc `J Plumber . ©• . 11\1QCl^► 1 1 eiL t.-1G a 4o(,�5 m. P . (Please print) I certify that the solder used in the water supply system contains legsthan2/10 of 1%. • lead. AA 1 (Plumb Signature) -. . T - Sworn to before me this 1TIN, s, _.. day of o r�`GCrt , 20 IS • Notary Public, )k..� is i N County Ruth Love Notary Public State of No. Oi 0605406ew York Qualified in Suffolk County 5 Commission Expires March 5, 20 rl 41 . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7)-1 -\;-1-30C �J n DATE ///z1/ INSPECTOR Q:)/7(Pif ��o��pF SO( �olo r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG MBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ()9 fa,_._1J / DATE 3i 3 l INSPECTOR J'fj FIELD E(fSPE 1,QN(E?DB'T DATE CON Ts - ..aa-,�. — ,--1-1.-- -rr..est-...-#or .w .i _ .):./ri..- . .FOUNDAT .. . ION(1ST)(1ST) :. ....._ . . :; • . . • ._ ..}..*............... • . ., • .... . . .. . . ........ ..._ . . . . . . . . . . . . . • FOUNDATION(2ND) t .5 • o - ,. . ... ' . • • ROUGH FRA112[Ng& •• PLUPV BING r ' .. . .• • • • , $ INSULATION PEE.N.Y. . H STATE ENERGY CODE . . . S ' 1 '... . . , . . • ' . .,.3 31//,5.7. . . /I ,. . . . . . . . r C"14:.....6- • FINAL • • • - f ••r I e -it i L1,1 1„ • • • ° •' • 0 _ T TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey SoutholdTown.NorthFork.net PERMIT NO. 47 6 2 U Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined e3 ,20 /. Sto 7,,,.„, Assessment-Form.___.. _ 2 ` Contact: � Approved ,20 Ma l!t;:<I 1 .i ' Disapproved a/c ' ii, , MAR 8 2015 L—i Ph ne: 1 i Expiration 1 1 2 S ,20 ( _______________ _ _ I 4111, Building I,spe • ._- APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or I'molition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing�,,:, and ion -: s to a, it authorized inspectors on premises and in building for necessary inspections. ill> (Signature of ap i lica • name,if a co .oration) 4(cO C'K sou ' 0 Id 1 ( 1q� f (Mailing address of applicant) 1 State whether plicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,cc Name of owner of premises Q 191 r) ll (As on the tax roll or latest deed) If appliiljs : o-j, . �i'► s _, a,1 a of du orized officer IF ofr (Name an' title of co':'t . T officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whit r d work will be done -x'`15' ivtTrie_vo CDOLU C2 0 �� . N�� 11�I'� ( House Number Street Hamlet County Tax Map No. 1000 Section 11 1 Block 1 Lot .--- Ct Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre and i tende use andl9cc�upancy of proposed construction: a. Existing use and occupancy ( �t�yl t (9 (J,!2 l l (1\3 ,,��++ ) Q r l b. Intended use and occupancy , carY1111 ��ILU-P I[ 11\► l riS v t 1 n l da 3. Nature of work(check which applicable): New Building ,• ddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IV A i I 7. Dimensions of existing structures, if any: Front 4 (9 Rear 1 Depth 30 f Height I Number of Stories - Dimensions of same structure with alterations •r additions: Front (k) J Rear Depth Height Number o Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Sty ries 9. Size of lot: Front Rear ! 9S- Depth 1 1p 10. Date of Purchase _3 I oC I i Name of Former Owner Soh e 1 n 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premise, , rcic res; _ ` Phone No`. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO " * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: OUNTY OF5A, o nA5 ,T Me f lLi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contra,t)above/lamed, (S)He is the -Q, ''.-- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tabefore me this 'Ai / �........ _ I da, of o .t oh 20 1 , i Notary Public !i t-a . - • A.plica Ruth Love Notary N .Public L0605406ate of 3'"Yorks Qualified in March 5,Suffolk County (../ Commission Expires /Of S00;-.. Town Hall Annex * * Telephone(631)765-1802 i s 54375 Main Road 99 U22 P.O.Box 1179 roger.richert(aJtown soutnoIa.nv.us Southold,NY 11971-0959 4. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - -REQUESTED BY: I 1 l .� cr, , Date: Company Name: ilk' . _ I i�,..� ' •(Ia i Name: License No.: Address: (-( 0 4-32_0 �r �� �n J l ck "Phone No.: No.: JOBSITE INFORMATION: (*Indicates required information) *Name: r's-d��.0 V e *Address: ' 2 `/`7 p l� *Cross Street: t\F c`c -) *Phone No.: U` la Permit No.: Tax.Map District: 1000 Section: Block: j Lot: ZC *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C _ � 16vni-sneck, FT. i i i (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . 1 . 82-Request for Inspection Form - r ( 5 ( 1� I. . 0 Generatedliance by REScheck-Web Software CompCertificate Project Quinn Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 1.4%Better Than Code Maximum UA: 72 Your UA: 71 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Wall: Wood Frame, 16in. o.c. 807 13.0 0.0 0.082 64 Window:Wood Frame, 2 Pane w/Low-E 4 0.290 1 Door: Solid 20 0.300 6 Compliance Statement: The proposed building design .- cribed here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The •ro.• ed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESch-.k Ve '.n 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -,„3-001s ` DE�2.� t _ p� 111201 � Name-Title Si. 7fr e\ Project Notes: As Built Circa 1983 \ \ SOF NEW k f�. 3. DEER O'A /ro �r M '1Y ;4, W N. FQ 'o. 072c �� A , :ROFESSION Project Title: Quinn Report date: 03/17/15 Data filename: Page 1 of 6 ti GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a-- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL 50.FT.OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3,When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PI PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL.CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIAJIM DEERKOSKI,PE construction details and procedures to ensure a professionallyfinished,structurallythe to the wall stud with uplift connections.Roofs overhanging the rake side of the buildingPARALLEL RAFTER WFCM•SBC LAP NAIL CURRENT NBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL P 9 9 phone:(631)298-7116 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 _ 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS u/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. (LIVE LOADS PSFJ ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TOIM BOARD 2-16d COMMON EACH END ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift RAFTER END NAIL ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS(ANY DIRECTION) 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt - EXPOSURE CATAGORT specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL ng, TOP PLATE 2-+6d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all (ROOF-FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabraded fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.0 in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type llexterior s,newel(sahall meet the requirements oftable a BOTTOM PLATE TO:+sa-btime5theapproPriata FLOOR JOIST,BAND JOIST,2-16dCOMMON PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE 1,2 GROUND WIND SEISMIC FROST WINTER ICESHtELD 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 a SEVERE 3 FT. 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-ltd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: atU Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE Q 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2.80 COMMON END NAIL SHEATHING LOCATION NOTES M•r be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be BLOCKING 2-Bd COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 poured on 4 inch thick sand or gravel fill with 606 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE Btl COMMON @ fi'O.C. 8d COMMON @ 6'O.C. SEE NOTES:1,3 I:4 Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE ad COMMON @ 6'O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95Y.relative density with 3-16d COMMON NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to•ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON @ 4"O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 i-i W 6).Crawl spaces to be provided with a minimum 18'x24'access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NOTES z Bx16 cast iron foundation vent for every 150 sq.ft.of area. 7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES: JOISTO LEDGER 3-Sri COMMON JOIST ER N°� N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PI A BAND PER NAD x 0 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, JOIST TO: 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. CI H x8---- Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1(2"die x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ROOF S H E T I N G: For framing members with<0.42<G40.49,the nail spacing Shall be reduced to 6 inches o.c. Z 0 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12'x12'012"thick concrete footing. JOINT DESCRIPTION NAIL NAIL in (/] Edition Wood Framing Construction Manual. Use a minimum 1(2"die x 7'long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For f 4 below grade.Porches with covered mots shall have 12"die.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.424040.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL fid WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: cn Douglas Fir. 4).Deck joists to have blocking at 8'0 e.`.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4'EDGE ZONE 8d COMMON Q 6'O.C. Bol COMMON Q 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 1 4.Unless otherwise noted,all bearing wall headers to be 2 2010#2+BTR.Doug.Fir. where needed. NOTE:2 FOR PANEL FIELD g () WALLBOAMRD Sri COOLERS 0"0.0 FIIELD INTERIOR ZONE 8d COMMON @ 6"O.C. ad COMMON CO 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 204 wall 7).All jto be supportedNOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 85Is.Provide fire ) with hangers and anchors.Each Joist shall also be anchored NAIL NAIL girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting Outs. PLUMBING NOTES - be used. 7116'OSB 3"O.C.EDGE fid COMMON 2).Tabulated 12 inch o.c.nailspacingsheathingframing 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs.1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD fi'O.C.FIELDit0assumes ilspacingsattached tob surdreducedmembers with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7'O.C.EDGE G>0.49.For framing members with 0.42404,the nail shall be to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at nave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS Bd COMMON 12.0 C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 104 • IMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1)Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRI'PL'-ROTECTIVE COATING FOR CONTACT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALAR PE- LOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both ertical an. 'orizontal) over subfloor as manufacture's instructions. equipment wpplior. Pet 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between atop-••hand the 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblondung shall be provided in wood-frame corustrucbon in the following I...bons. DRAWN BY:3D 11).All bathroom walls to have 1l2'thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ,� 0 F NEW Y ceilings and over fumace to have 5/8'thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,. the-- to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at interval- 47 DEE tin 2/9/2015 such as shear plates,shall be used to maintain load path. fee[.Batts or blankets of mineral or glass fiber shall be allowed as fireblooddn• h 12).All roof with a pitch less than 4:12 shall be installed with an Ice S Water barrier or 1).All electrical to be installed as per N.V.S.Residential Construction Code. . - 1 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM using parallel rows of studs or staggered studs. 1 T SCALE:SEE PLAN q DP r9 2).When wall sheathing is continuous over connected AA; L.- 2). torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. mambers,the tabulated number of nails shall be permitted ,ti- da L. - 2).At all interconnections between concealed vertical and horizontal spaces cit a ; ur at r - , 7� c.1- to be reduced tot-1fid nail per foot. ?4 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. •I- 1. Ls1 J be installed with a foam sill gasket and cop-r-lou termite shield or approved equal. of N.Y.S.Residential Construction Code. •- 4� W f SHEET NO: 3).In concealed spaces between stair stringers at the top and bottom of the spa z ( under stairs shall comply with N.Y.S.Residential Code. A %__•01-. i,„'.7.4. Ur v 4r _ 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist2 t,\7 O • !- flame and products of combustion. OA� D 7 `V 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. CFE SS`O ` 1 - < • s - . - • , NOTIFY 765-1802 Ji r-tVJ OR FOLLO`A,ING t\1 1. FOUND:;T::)7.4 - r'i,EOURED jQE IS UNLAWFUL FOR POURED CONCRETE 2. WITHOUT CERTIFICATE OF OCCUPANCY ALF30Eo ;-. E FORR kETAiN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 S TE. NOT OFL DESIGN OR CONSRU ION ERRORS. OF THE TOWN CODE. PLUMBER CERTIFICATION ELECTRICAL ON LEAD CONTENT BEFORE REGINFIEL CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 210 OF 1%LEAD. TES BEFO;:E. COVErii 1 s' GENERAL NOTES .41 1.CONTRACTOR TO VERIFY ALL ' McCarthy Management Inc. DETAILS. DIMENSIONS AND FIELD 48520 Route 48 CONDITIONS BEFORE PROCEEDING Southold,NY 11971 %I1H CONSTRUCTION. 631-785-5815 2.DO NOT SCALE DRAWINGS. USE PLANS STAMP FOR CONSTRUCTION. NOTIFY ARCHITECT FOR ANY DISCREPANCIES BEFORE PROCEEDING 1NTH WORK. NOLN.1CN 3.PROVIDE 4'X4' 71LE AROUND WALLS OF'NEW BATHROOM. y 46'-0" 'v BFS gel r 10175 % as SPEW MEW UP 11 >13 WM NE W Daae MUSEUM $'—fin _ 8•-6" r IF 6 HW M° t SE s O LEGENDEW SOT IE WEE 01 W"e IIE 11" RINEZ a C SWeaWWWWI POE OF— MEW t 2%10 2X101. (E) s 'l o a. ? e" : ► 1 (N) NEW 1IN0 P1 . . 1 (E) WALL4.1-o 4"`y .o (N) 2"X4" WALL ARCHITECTS S , STAMP .� 1 i /,' R11 INSULATION A HEW 8'-0" l'ao 10•-0" ', W o o }' GYPSUM BOARD <� W. ' ': 1 NOV 57'5C W . }" PANELING n In NOR1H RD TO BAYVI s or 21 nit mN1iS \ \ - '• .I .. - \ CLIENT HI • L! FINISHED - I (2) 2X10 PLOT PLAN BASEMENT 0 4' CONC SLAB1? SCALE 1" : 50' r3' CERING HT a 2X10 \ a KEY NOTES 26'-3" - PROJECT = UNFINISHED 9 8.-3" s-0" ,,. jHEATED cas1;. .. RES DIE CE FUTURE • — r -a S /'`ff i�l�� ; ams NNE e YTEP R." 0 0 \ l'Ce Wr:r ..:'°,T00,-OZ 4o Tj�''"e .3'".-4,x„ _ Samm.NY11vn • BATHZM (N) _ BAR Si r3 a _ O SOW TOLE O o e I AcT_Ecs_ >. (N) k*'"s` ,��\ Oil2v ?GC\ Ir:: �,\ • I . r - • T 1 : .4k ' EXISTING I ." -. (3i \ BASEMENT �-�Id "r (E) < - w I reROOF vaiT FLOOR `Jm " PLAN __it MECHANICAL t' \' . . 1,II "" ROOM (E) UNEXCAVATED o • 0 I 3. "" DIST = 1000 • (E) in * o r rI z SECT = 71 \ ! \ 1. at a c, BLOCK= 1 1 _ c.D. �� a LOT = 39 SLOPE'1/4'PER FOOT PITCH TO DRAIN �' 18'-0" y 4'-0" 6.-0" 4'-0" / 14•-0" y s'ca't/ SSE TIC SYSTEM MAP SEPTIC SYSTEM NEV.DATE DCSCRIPTaN PLUMBING SCHEMATIC 02 Nom REVISIONS 02 INS �,. S,... _OF NES, \ coN.T.S. DEE,p lb .Ta>r, � * r m •.--- -",.Yl, 1J.1 WrwW .'1 De NET m4 TTN\ti ,u Dry., 2 ., a = APES=O0' 6125\7 2 l< ' +esimai EXISI1NG/PROPOSED 3(1, ESS I ONP' ROWE WesrW�r: BASEMENT FLOOR PLAN D SCALE 1/4" : 1' AlQ 0