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HomeMy WebLinkAbout34122-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34087 Date: 11/23/09 THIS CERTIFIES that the building ADDITIONS/ALTErATIONS Location of Property: 900 NORTH SEA DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 3 Lot 39 Subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 28, 2008 pursuant to which Building Permit No. 34122-Z dated AUGUST 29, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The Occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING FRONT SCREENED PORCH AMD SECOND FLOOR DECK, TO AM EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DONALD T & BARBARA T BRUDIE ( OWNER ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ~.RCLi-KI~ t~KTIFICATE NO. PLUMBERS c~KTIFICATION DA'£~u 09/14/09 ~/A 8882 08/27/09 ED KING ature Rev. 1/81 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. Finui 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 I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pm-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, Commemial $15.00 Date. New Construction: Old or Pre-existing Building: X (check one) LocationofProperty: qO0 ]~fl~fvtb '~e~- ]'~/% U'~.- House No. Street Owner or Owners omope.y: EP /=t Suffolk County Tax Map No 1000, Section / ~' Block Subdivision Filed Map. Permit No. ~ t-~ [ c,~ o% Date of Permitf'~[ ~.~ I O ~ Applicant: Lot Lot: Health Dept. Approval: Planning Board Approval: tr~. z~... Request for: Temporary Certificate Fee Submitted: $ ~:~0~'. Underwriters Approval: Final Certificate: (check one) Appl~cent Sil~lture ct P.O. Box 549, Aquebogue, New York 4- 11931 Tel: 631-591-3097 Fax: 631~591~3098 Application: 8882 Date: 8/27/09 Issued to: Brudie Address: 900 North Sea Dr Introduced By: Klein Electric Village: Orient License0: 4423-E The following was examined and approved up to the above date and found to be in compliance with the HEC: Attic Partial Floor Basement Hot Tub [] 2'd FlOOr [] 3~d Floor Garage ConVerSion Addition [] Detached Garage POOl SWitches Receptacle Fixtures G.F.I. Microwave Hood Smoke Detcc, Wi~ 23 39 3 t 9 Fans Dishwasher WashegAmps Do~r~Amps Oven Rm~eJAmps ~Monoxide 4 3 Furnace Oil Cr'.s Heat Zon~ Whirlpool Exit ~ Final [nsp. Mo..~er Amps Phase Moto~ ~ 8/26/09 ~ui~t; 14--Bas~ Board t I emt U nil&~.~lltcrmo~ta~9--Dimmet S,Mtches. !-Zo.¢ C~afml A/C. t ~7OA 8~, Pam~k -Door Bell -30A Outlet For Portable Generator Permifd: 34122 Section: 15 Block: 3 Lot: 39 This Certificate Cannot Be Altered In Any Manner Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: (Please print) Plumber: ~'~ ~-~ {'~ (PI6~ print) Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this }~ dayo~r~.L.~'x , 20 ©4 Notary Public,~-~(~---- County - (Plumbeqs Signature) CONNIE D. Notary.P. ublic, State of New ~o. 01BU6185050 Qualified in Suffo k County uommission Expires Aori114. 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. 34122 Z Date AUGUST 29, 2008 Permission is hereby granted to: DONALD T BRUDIE 5 CATHEDAL AVE GARDEN CITY,NY 11530 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 900 NORTH SEA DR ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 039 pursuant to application dated JULY 28, 2008 and approved by the Building Inspector to expire on FEBRUARY 29~ 2010. Fees 797.20 Authorized Signature. ORIGINAL Rev. 5/8/02 ' ' · · MAP 3/¢,4 .'..°'..,, LOT .-~- ....... ' ':" .SECTION 2 "' ORI~NT-BY-'I'HE-SEA. SECT. I. LOT 76 :. SUI:F'. CO,. F'ILE M~- 2T?? ORIENT BY M. 89'1 MAP OF LOT T6 "O R I ~ NT- BY--I' ~ r--SEA" SBCT ION TWO SUFFOLK CO. I~'ILE MAP 14 'SUt~CEYED WE,GT -- IE~C SEA DRIVE "OI2[ENT, DONALD T. BRUDIE and BARBARA rCAUD l E SCALE: 40"= I'" .................. ~.~--~r~ GU, AD,./kNtTEED TO THE m m~s ~ ~ ~ vm~n~ ~ CHICAGO TITLE ~w, . THE SOUTHOLD - 7..;-....}?' ~-,.2'[''~,;'~ -. ~~ , ~ ~~., ....¢. . .- ... , :.:. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ['~*]I~ULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREP~LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ p-]."FIRE RESISTANT CONSTRUCTION [ ] ~RE RESISTANT PENETRATION REMARKS: ,~-~~ ~- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 F~OUNDATION 1ST [ INSPECTION ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~]~. ~~~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/~/O~N DA~TJOt~ID'~..~[ ]INSULATION [ u~FRAMIN RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEti"/ P, ATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FOUNDATION 1ST [ I~rI~UGH PLBG. [ ] F~I~DATION 2ND [ ] INSULATION [//"] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESI. ~ CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~-~ ~*/--,--- /-~---~,A~// DATE ~//' /~(~, INSPECTOR ~:~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INACTION [ ] FRAMING / STRAPPING [~]~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK .~ ~-~'~h~-~- ~ Fr'~J,D INS:I ECTION RRPORT I C05{MENTS F ODqXFDATION (1ST) FOUNDATION (1ND) ROUGI{ FRAIVIILNG & PLU1VEBING LNSLFLATION PER N 5'. STATE ENERGY CODE FINAL ADDITIONAL C O1VI/ViENTS TOWlq OF SOUTHOLD BUILDING Dl~PARTMENT TOWN H~LL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTmvn.Nor thFork.net Examined ,:-/~ [ Approved Disapproved a/c ,20 Expiration BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. ~ q / 2 2 ~'- Buil~i~ng Ins~ec"f'ov--~ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: !PLICATION FOR BUILDING PERMIT Date ,20__ INSTRUCTIONS ple'tely 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 enhcted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as heroin described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on promises and in building for necessary inspections. ,.,(Signature of applicant or/aame, if a corporation) ,/ - ~ (3A~i li~ g"-a~l~r e s ~ o frOlic'an0 --/d State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ,~,rl,'A/ ~ ~ ~/~ ~L~¢~]~¢~. (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which prol2osed work will be done: qoo House Number Street Hamlet County Tax Map No. 1000 Section /O~, Block ~' Subdivision Filed Map No. Lot Lot /~o-/,.~---,.,'--~'~ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER OWNER ~'S VILLAGE W DISTRICT SUB. ACREAGE TYPE OF BUILDING LOT 'Tz ~ LAND /,2- ~, o SEAS. IMP. NORA4AL VL. TOTAL FARM DATE ABOVE COMM. [ IND. I CB, MISC. Est. Mkt. Value ILDING CONDITIO BELOW Value Per Acre 'otal ~rushland ~ouse Plot Fillable 3 Noodland ;wamplond FRONTAGE ON WATER Farm Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Block THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OFA STORM-WATER, GRADING, DRAINAGE AND EROSIOM CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Centre ng Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F ve Thousand (5,000) Square Feet of Ground Surface? s there a Natura Water Course Running through the Site9 Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off nto and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any em W h n the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year F oodp a n of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to ssuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm*Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- __ STATE OFCOUNqs'NE~' YOI~,OF...~...~ ~-~. ~../..~.. ................. SS ............. · ~ ......... ~ ................................... bemg duly sxaona, deposes m~d says that he/she ~s the applic;mt th, Permit, (Name of individual signing D~umenq CONNIE D. BUNCH And flint bo/she is d~e ..... ~.~.~.~.,..~.~ ......................................................................... 0=~~ .............. (;wrier, Contractor, Agent, Co~ore,e O~cer, e,c.) O~er an~or representative of fl~e O~er of Owner's, and is duly authorized to perform or bave performed the s~fid work ~md to make ;md file ~is application; that ;ti statements conmined m fltis application are true to the best of his ~owledge and beliet] and fl~at fl~e work *dll be performed in fl~e manner set forfl~ in tie application tiled beretta. Sworn to before me ~ ~ ~ day ot .....~ NotmT Public: ~ C (Signature of Applican{) FORM - 06/07 UNDERWRIER$ CERTIFICATE ALL ~ONSTRUCTION SHALL MEET THE REQUIREMENTS Of THE CODES OF NEW YORK STATE, PLUMB NG ALL PLUMBING WA~E & WATER LINES flEED : T NC'BEFORE CZ3VE~. IN(3 ~. TES , ~. ,, ~ PLUMBER CERT. IFICA TION i ON LEAD CONTENTBEFORE cERTIFIC~, TE OF O~fCUPANC..Y ,~, R, U~.~ ~WAT~R 8UP~ Y ~ ~CEED ~fO ~ f% L~D. 12 1,2 CERTIFICATION OF NAILING & CONNECTII~N8 REQU!I~r,~,~ APPROVED AS NOTED DATE:~ B,P. # ~q NOT~IF~ BUILDING DEPARTMENT AT 765-1802 8AM TO, 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. cOMPLY WITH ALL cODES OF NEW YORK sTATE & ToWN CODES AS REQUIRED AND CONDITIONS OF ~// ,. BOUIHOLOTOWN ZBA ~ BOUTHOL[)TOWN PLANNING BOARD ~__~/.~_,~_ BOb~OL9 TOWN TRUSTEES ,/I - N.Y.S,OEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE SOUTHOLD BUILDING DEPARTMENT CRITERIA ::)CCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S, DWELUNG UNIT- SECTION 310 - 310,2 4EIGHT TOTAL 27'-5" :IRE AREA (sf) 1241 SQFT 3ESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDmON WFCM :RAMING ELEMENTS 3ESIGN LOAD CALCULATIONS ? /o .OAD PA3H SEE SHEET 7 qAILING SCHEDULE SEE SHEET EGRESS SEE SHEET ~LUMBING RISER DIAGRAM SEE SHEET /0 PRO3~CRON IRUSS DESIGN DRAWINGS 0 o n, , z ENERGY CALCULATIONS SEE ATYACHED 12 Pt~,Ot~O~E~ NO~TH E3~VATION P~Of='OSEE;::' EAST ELEVATION OANTILE'V'DI~,.EP X ILl EXICTINO DEd, I<. AND tRAILINO~ 1 FXI..GTIN~ Dt=c¢,,t(-. AND~ tRAILIN¢D DXI.GTIN~ t~BTAININ¢ I, NALL I[ I[ 'F~ETAININ~ I, NALL P~OPODEP I/'4EDT ELEVATION 5GALE: ,.14" -~ I'-O" oOoz c IZ~ o LLi 0 i 47'- 6" VENT ~' I I ~:ll GAS FIREPLACE II II II u II EXISTING I I BATH I I HB~G 8" SQUARE COLUMN FAS~N TO SLAB EXISTING LIVING RM E~XISTING PORCH PC SLAB EXISllNG KITCHEN Z EXISTING WALL & CLOSET TO BE REMOVED; ALLOW FOR ACCESS TO KITCHEN DINING AREA EXIS~NQ BEDROOM RELOCATED TO UPSTAIRS _EXISTING BAIH DOORS & WALLS TO BE REMOVED I 20'-0" 2'-~1' FIRST FLOOR HDR 10'-0" ?LA SCALE: NEW HOME OFFICE EXIS~NQ BEDROOM RELOCATED TO UPSTAIRS ~$2 T-5" 15'-0" WOOD I I [] [] I DECK I q q P ~FWG :0611 ~FWG60611 ~FWG6( Bll b ~ I I BL FJ ~~ ° I PROPOSED P~OPOSED o I BEDRO0~ I 177 SQ. FT. BEDROOM ] I GLASS=55.17 TOTAL PRODDED / I ~ PROPOSED OPEN ~NT=21.04 GLASS=~5.76 SQ. FT. // , ~ I ~ FAMILY ROOM ~NT=69.60 SQ. FT. m I J B FJ h I ~ I 0 ;ED :~ ~ ~ ~ 3LOSE~ ED' N LAND,NG 51~ L [ p ~-'~ ~ I PROPOSED I BEDROOM I I-JOIST BLOCKING NAILED TO TOP pLATE Bd NAILS AT 8" DC RIM BOARD SCALE: Y4" = 1'-0" DETAIL NTS <z~ O ,,y Z ~,~ (-`,ONT. t~ID~ VENT -- P..IP~I~ BEAM (I) I~" X 14" LVL 2"X,~," CT @ D,.2." OG 12 -- , ON F:II I DR DLOC4(S TO D.,'(IDTIN~ ~ ~L/BLOCKINO 80 14" F:J @ I&" OC EXlSTIN~ 2"X&" d4 @ I&" OC SEOTION ~ MINIMAL- ATTIC STORAGE -- ~" NE~ ~ALL GON~T. %" FAN ~A~ O~R ~K ON ~" CANTILEVERS ~ OPX PLY. ON (DEE D~IFIOATION~ SHEET) AZEK t=XISTIN® 5EOTION A-A SCALE: %" = I'-0" LIVIN~ RM BLOCt~IN~ 2"X4" ~ ON Fit I t-C. ~ TO EXISTiN~ Cd @ D...XIST1N~ LIVIN~ ~ ~ 2D'-4" EXISTIN~ 2"X,D" DF GJ @ I,~" OC 2X8 tDLOCK. IN~ It= (2) 2x4 PIN TO t-'XIST. FN~ IN/~4. BAR 24" OC EXISTIN~ (2) 2"XlO" EXISTIN~ D~" STL CO1 / SPACED ~XISTIN® DASEM~NT NEIN ~" STI- COL POSITION UNDER PC t=OOTIN~· NElnl 2'X2'Xl' HtD~ ~D" ,5(2UAt~E COLUMN SIMF~'-.XDN HD2A ANCHORED TO FND mu_ b EXISTINO 2,LODET FOUNOATION CONST. ,D"X~D"XI,&" (.,,MU FOUNDATION INALL ON 8"Xl&" t~.G t=OOTIN~ P~(2)~4. REBAR /x{(2).2x4 PO~T O~L CJ (I)I~"X14" LYL ill PO~T (2)2x4 ~ ~ POSTI PP.,OPOSEO 'R. OOt= PLAN ~CALE: Y4" = I'-0" ,'"~ >- o <z~. 0 o 1. The infom~aflon on this set of construction documents is to relate basic design intent and fTaming details. They are intended as a construction aid, not a substitute for generatiy accepted good building practice and compliance with current New york state building codes. The general contractor is respons~bfs for providing standard details and procedures to ensure a professionally finished, strucfurally sound, and weatheq)roof completed product Z. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3. The general contractor is responsible for ensudng that all work and construction meets or exceeds cuffent federal, state, and tscaf codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in vadance with the plan. 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating w~th these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety programs in connection with the work. Them are no warranties thr a specific use expressed or implied in the use of these plans. 6. Refer to floor plans, extedor elevations, and window schedule for types and sizes of windoWS. All windows to be Andersen high pedormance quatity or approved equal. 7. Door and window headerS to align unless otherWise noted. 8. General contractor is to ensure that masonp/and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 9. General contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, pantry, ctssets, etc. 8. Provide hardwired smoke detectors, with bettaly backup, on ail floors and in each bedroom, vedfy with local code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detectors as per cede GENERAL FOUNDATION NOTES t. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2. All footings to rest on undisturbed soil. 3. provide Y~" expansion joint mafedal between all concrete slabs and abutting concrete or masonry walls ocourbng in exteber or unheated interior areas 4. Concrete on 4" sand or gravel fill minimum, with 6x6-10110 wire mesh reinforcing. ththifor stabs to be placed on 6 mil. stabdized potyafhylene vapor barder. 5. Provide crawl space ventilation per local code requirements. 6. Generai contractor to install cop-r-rex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7, Dampproof extedor of foundafion wgh a bituminous coating as per code and soil conditions. GENERAL FLOOR pLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All intedor walls to be covered with %" gypsum board with mots[ comer reififoming. Tape, float, and sand (g coats). 3. Walls common to garage and house to have a layer of 518", fire rated gypsum board at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured iumber requires 2 layers of 5~8", fire rated gypsum hoard. 4. All bath and tsitst area wails and ceilings adjacent to wet areas to have water resistant gypsum beard, or wstl file set on wonderboard or equal. T~iHESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 11 SPECIFICALLY wRrCI'EN FOR THiS pLAN. THEY ARE TO 8E C ON SI~j~:~E D AS GENERAL GUIDEL NES ONLY AND SHOULD SE DISCUSSED WITH Y ENERAL CONTRACTOR BEFORE CONSTRUCT ON BEGINS. GENERAL FRAMING NOTES 1. Ati walls, 2x4 aed 2x6, to be stud grade or bafter 16" °lc AIl other framing matedal to be ~ douglas fir or better 2. All wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double ficor joists under all walls parallel to floor joist span direction unless otheP,~ise specified. 4, Provide x-bracing or solid blocking at a maximum of 8'-0" olc for all dimensional lumber fi~or joists. 5. Flcor construction: ~" tongue and groove plywood subfl~or. Finished matedal to be applied over sub[four. Glue and screw plywood decking to floor joists. 6. All window and dcor headers to be minimum (2) 2x10 unless ofherwise specified. All interior headers to be (2) 2xl 8 unless otherwise specified. 7. Provide full sotid blocking under all beadng walls. 8. Ali beams to have adequate beadn9 at each end or as specified. 9. Ail flush beam and joist intersections to have galvanized hangers. 10. A typical structure that is designed as a "paPally Enclosed Building" shall have extedor walls and roof to be sheathed with ~" exterior grade plywood or r~. DSS plywood, group 1, APA rated. Plywcod to span over all plates and headers. 11 Provide insulation baffles at eave vents between rafters. 12. Extedor flashing to be correctly installed at all connections between roofs, walls, chimneys, projections, and penetrations as required by approved construction practices. 13. General contractor to provide adequate athc venfilafion and roof vents. 14. Provide appropdafe soffit ventilation at ove~angs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsibte for edhedng to all applicable code and safety requirements. 2. If wall p[etes or joists are cut dudng the instollation of plumbing f~xtares or equipment provide bracing to fie training back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhebeg to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipme~ supplier. 3. hIVAC subcontractor to provide final system ~ayouf drawing and submit it to generat contractor, owner, and equipment supplier for 8nal review and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard fur Hurdcane Resistant Residenbel Constrdctton; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Conntmction Fasteners and Connectors for Wood Frame Construcben I A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Cede, Table 2306.1 shall be instafied in accordance with 3. Metal plates, connectors, screws, hafts, and nails exposed directly to the weather or subject to sari corrosion in coastal areas, shafi be stainless steel or hot difiped gaNanized. 4. Where windows and doors intenupt wood structural panel sheathing and siding, f~aming anchors or connectors shall be provided at the top and bottom of chpple studs, header studs, and at least one stud at each side of opening. 5 Ridge straps shati be attached to each pair of opposing reliefs except where collar ties of lx6 or 2)(4 lumber is located in upper third of attic space and attach to each pair of raffem. 6. When a structure is designed as a "partiatiy Enclosed Braiding" upltit connentom sbell now require 25 gage strapping with six 8d nails provided at each relier beadng. 7. Floor to floor hoid~iowns to be provided every 48, and every 16" within 4' of extedor 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 118" washers. A minimum of one anchor bolt shall be provided wthin 6 to 12 inches of each end of each plate. Anchor brdts shall have a minimum embedment of 7 inches in concrete/ masonry fuuedafions. Anchor bolts shall be Io~ within 12 inches of comem and at spacing not exceeding 4 feet on center. NAILING SCHEDULE JOINT DESCRIPTION NAiL QUALITY~ NAIL SPACING 3ER RAFTER 3ER RAFTER PER JOIST ER JOIST ACH LAP ACH LAP pER TiE 5d 4'EDGE ZONE - 16" O/C -6" AT pANEL EDGES AND 12" iNTERIOR ZONE - 16" OtC - 6- AT pANEL EDGES AND FIBERBOARD PANELS GypsUM WALLBOARD 25132" AT INTERMEOIATE SUPPORTS IN THE pANEL FIELD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7" EDGE / 10" FIELD 4' EDGE ZONE - 16" OIC - 6' AT pANEL EDGE S AND ~T iNTERMEDIATE SUPPORTS IN THE pANEL FIELD TABLE 3.7 1995 SBC HIGH WIND EDmON WOOD FRAME CONS'~RUCTION MANUAL RAt- tI=R SPACING 16" O/C ROOF PITCH ROOF SPAN 12 20 28 ~. 3:1~ 8 11 1~ 4:12 ,~ 6 8 1~ 5:12 5 7 7:12 ,~ 5 9:12 3 4 b 12:12 3 3 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A/EATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENT REQUIRED PECIFICATIONS I STATE CODE FLOOD HAZARDS TABLE 3.4 1965 SBC HIGH WIND EDITiON WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 15" OIC 120 mph FASTEST WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4.12 12 3 16 4 20 24 25 36 5.12 12 3 16 4 26 4 25 6 32 7 36 7 6:12 12 3 16 3 2O 4 24 5 25 32 $6 20 4 24 4 28 5 36 6 DESIGN LOAD CALCULATIONS flNIMUM UNIFORMLY DIS'I~IBUTED LIVE LOADS (Ibef) EXTERIOR BALCONIES bu )ECKS 4u ~,T13CS WIn-lOUT STORAGE ATRCS WiTH STORAGE ROOMS (OTHER "fl-lAN SLEEPING ROOMS) 4~ SLEEPING ROOMS 3( CRITERIA FOR CALCULA"RON OF DEAD LOAD ARCHIteCTURAL GRAPHIC STANDARDS IGROUND SNOW LOAD 145 lbs' SEISMIC IDESIGN CATEGORY ¥1ND I;20 mph STRUCTURAL WOOD PANELS FOR VVIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULE ~ ~ ARCH TOP ~H 3.55 9.23 25.9 =28.1 TABLE 1609.1.4 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PL~OOD (OVER~P AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. ~BEL ACCORDING TO LOCATION. , ASSEMBLY: A~ACHING STRUCTU~L PANEL: FASTEN TO BUILDING w/~8x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ~ 16" O.C. OR BE~ER ALTERNATIVE FASTNER FOR SHU~ER TO BUILDING: ~10 TEE NUTS A~ACHED TO BLDG. w/~10x 1 ~" (W/WASHERS) MACHINE BOLT ~ 12" O.C. 2~ WHERE SCREWS A~ACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE A~ACHED UTILIZING VIB~TION RESISTANT ANCHORS HALVING A MINIMUM WITHD~WL CAPACI~ OF 490 lbs. , ~ r I ~ , , SHU~ER ASSEMBLY ~ ~ ~ ~ I i I SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. ~ NOTE ADDITIONS: STRONG-BACKS 24" OC 2X4 ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO ~4'S: ~ 10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ~ 12" O.C. [ J ~ATH I / J ~TH 2 J J I KIT~ WOOD S~U~L pANELS W~ A MiN.UM *ICKNESS OF 7/1E' AND M~MUM PANEL SPAN OF 8'~' SIMPSON H8 OR H2.5 TOP P SIMPSON CS20 WALL S KING STUDS STUD ~ JACK STUDS ~ ~)HEADER/STUD HEADER/JACK 2ND. FLOORWALL 2ND. FLOOR SUSFLOOR RII SIMPSON LFTA 1 ST FLOOR WALL 2ND. FLOOR WALL 2ND. FLOOR ] SUBFLOOR' RIM I SIMPSON CS16 36' EVERY OTHER STUD AN~ EVERY STUD OVER HDR 1ST. I 1 ST FLOOR WALL 1ST. FLOOR WALl 1ST. FLOOR SUBFLOOR SIMPSON CS20 RIM BOARD FOUNDATION WALL 1 ST. FLOOR WALL 1ST. FLOOR I SUBFLOOR' SIMPSON CS20 t6' RIM BOARD DOUBLE SIU StMPSOI FOUNDATION )STUD/PLATE/SILL )STUD/PLATE PLATE/SILL SIMPSON CB S P.C. FOOTING (~POST ANCHOR FO. COVE"E~ PO.CUES SIMPSON ABU SE P,C. FOOTING POST ANCHORS FOR DECKS