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Home My WebLink About33616-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUP~LNCY No: Z-34030 Date: 10/26/09 THIS c~RTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1530 NEW SUFFOLK RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) Co%knt¥ Tax Map No. 473889 Section 109 Block 6 Lot 13 Subdivision FiledMap NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 4, 2007 pursuant to which Building Permit No. 33616-Z dated JANUARY 7, 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 ~DITIONS, INCLUDING DECK AND COVERED PORCH, AS APPLIED FOR. The certificate is issued to MICHAEL D TRUE of the aforesaid building. (OWNER) SUFFOLK COUi~TYDEPARTMENT OF HEALTH APPROVAL N/A ELRt-rKICAL c~KTIFICATH NO. 8179 06/23/08 I~LUMBERS C~KTIFICATION DATED 08/21/09 BEST QUALITY PLUMBING Rev. 1/81 This applic~ Form Nb 6 )WN OF SOUTHOLD LADING DEPARTMENT TOV~N HALL 765-1802 )R CERTIFICATE OF OCCUPANCY 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. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. Bo 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 ~easons therefor in writing to the applicant. Co 1. 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 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 J / New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street // Hamletc /0 ~ Block Filed Map. ~t: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision PermitNo. '$3( i6 z Date of Permit. '7 7 0? Underwriters Approval: Final Certificate: / Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ (check one) Applicdnt Signatme Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: Issued to: Address: Village: 8179 Date: 6/23/08 TRUE 1530 New Suffolk Rd Introduced By: Addison Electric Cutchogue License #: 35348-ME Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic [] Ist Floor ~ 2"a Floor ~ 3ra Floor Garage Conversion Basement [] Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G F.I. Microwave Smoke Detectors 43 ~ ~52_ ~ ~ ~7 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 7~ P_adAtle ! [ _1 J. ~ Furnace Oil Gas Heat Zones Whirlpool Bell Translbrmers / Ye~s _2 II F,na, lnsp, Meter Amps Phase Motors Other Equipment: 2-ZoneCentra[ A/C Permit-#: 33616 This certificate must not be altered in any manner Tow~l Hall, 53095 Malt; Road P. O. Box 1179 SOuthold, New¥ork 11971 Fax (518} 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E RT ~ F T CAT I ON Building Permit No. Owner: _ . /z/f,~A~/ (please print) Plumber: (please print)' I certify that the solder used in the water supply system contains less than 2/t0 of 1% lead. ( umbers Signature) Sworn to before me this Notary Public, ELAINE T. VILLANO Notary Public, State of New York(~ No. 01VI6029229, Suffolk County'~ Commission Expires Aug, g, 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. 33616 Z Date JANUARY 7, 2008 Permission is hereby granted to: MICHAEL D TRUE 1530 NEW SUFFOLK ROAD CUTCHOGUE,NY 11935 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map NO. 473889 Section 109 pursuant to application dated DECEMBER Building Inspector to expire on JULY Fee $ 487.20 1530 NEW SUFFOLK RD CUTCHOGUE Block 0006 Lot NO. 013 4, 2007 and approved by the 7, 2009. ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FOUNDATION 1ST [,~'~ROUGN PLBG. [ ] FO~UNDATION 2ND [ ]INSULATION [ ~ FRAMING / STRAPPING [ ]FINAL []FIREPLACE&CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] RRE RESI~CONSTRUCTI~ON [ ]~RE RF. SISTANT PENETRATION -- ' /'"'~ '//..z...z' tO/ /~/ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~FIRE RESISTANT PENE'I'R~TION REMARKS$~ ~ DATE INSPECTOR '~'~'-" ~ TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~)~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~r~ ~.~ DAT ~ ~-~ INSPECTOR'~ ~ '-~ - ~-- TOWN OF SOUTHOLD BUILDING DEPT. 76511802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [~ FINAL /~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~\~ Mark K. Schwartz, AIA - Architect, PLLC x~L P.O. ~o~ 933 -~ ,~, .~ Cutchogue. New York 11935 Paone: (631)734 - 4185 Fax: (631) 734 - 2110 September 24, 2009 Southold Town Building Depaxtment Main Road Southold, New York 11971 Re: Additions and Alterations to: True House 1530 New Suffolk Avenue Cutchogue, New York Permit # 33616 To Whom This May Concern: I have been to the site during the construction phase and reviewed the strapping. Based on the work I observed and the attached photos, I certify, to the best of my knowledge, the strapping been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz SEP 2 4 2009 BLDG. DEPT. TOWN OF SOOTHOLO TrueFramingCertl.doc FIELD lkNSPECTION REPORT I DATE I COM~ENTS FOUNDATION (2ND) ~ ROUGH F~G & STATE ENERGY CODE _~ ~DITION~ COUNTS ~ L TOWN OF SOUTHOElJ BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net PERMIT NO. '-'-~'~¢ t ~'- Examined ,20__ Approved ,20.__ Disapproved a/c 5~..]~Ul~ 1 ln~ns~, Expiration ,20 __ \" "',")x ~ PPLICATION FOR BUILDING PERMIT '- .... Date I ~ ,20 ' ~b ~ ~ INSTRUCTIONS a.~is application MUST be completely filled in by t~ewfitcr or in i~ and submitted to the Building Inspector sets of plans, acetate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjo~g premises or public street areas, ~d watc~ays. c. ~e work covered by this application may not be co~enccd before issu~cc of Building Pe~it. d. Upon approval of this application, the Building ~spector will issue a Building Pe~it to the applicam. Such a pc~ shall be kept on the premises available for inspection t~oughout the work. c. No building shall be occupied or used in whole or in pa~ for ~y pu~ose what so ever until the Building Inspector issues a Ce~i~cate of Occupancy. fi Eve~ building pe~it shall expire ifthc work autho~zed has not commenced within 12 motors a~er the date of issuance or has not been completed within 18 months ~om such date. If no zoning amendments or other re~lations affecting the propc~y have been enacted in the interim, the Building Ins~ctor may authorize, in w~ting, the extension of the pe~it for an addition six months. Therea~cr, a new pe~it shall be required. ~PLICATION IS HEREBY M~E to the Building Department for the issuance of a Building Pe~t pursuit to thc Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordin~ces or Regulations, for the const~ction of buildings, additions, or alterations or for removal or demolition as he~in described. The (Signature of applican~me, if a co~oration) (Mailing address of~pplic~t) applic~t is owner, lessee,~nt, a~e~ngineer, general contractor, ¢lect~ci~, plmber or builder State BUILDING PERMIT APPLICATION CHECKLIST 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 Storm-Water Assessment Form Contact: Phone: 7J¥ Name ofowner ofpremises /ff~{ C t/'7/-~ (~ ~--~ G2 ~--- (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 proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Io9 Block Filed Map ~ ...... ~"--= State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'/Ad~ (_~ ttx~,"tq/C ~' /'~' ~'/z'~ / · b. Intendeduseandoccupancy ~'~/r'~ ~.~ Nature of work (check which applicable): New Building. Repair Removal Demolition Addition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars 6. If business, commercia~i~ oc~p~n~ nature and 7. Dimensions of existing structures, if any: Front Height. Number of Stories ~'"/ Alteration ~ (Description) (To be paid on filing this application) Number of dwelling units on each floor Depth extent of each type of use. Rear Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear . 8. Dimensions of entire new construction: Front - Height Numberof Stories 'ize of lot: Front ate of Purchase Rear Name of Former Owner Rear Depth .Depth Zone or use district in which premises are situated Does proposed construction violate any zoning law, ordinance or regulation? YES · Will lot be re-graded? YES NO XWill excess fill be removed from premises? YES 14. Names of Owner of premises~Address Name of Architect /t4,,~'~/~ ~t' .q~f-t Address Phone No Name of Contractor Address Phone No. NOX 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? !YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R. EQUIRED. % b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO'/ 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__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) ,~ ., . SS: COUNTY OF~ //~,~Aa'/C J ~_ JT//~./,~t,,~ J- 7__ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the j,~(~ (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 tree 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. Swom_tp, before me thi% ~'-'t%'~ day of ]~t~/.UL~(' 20 Oq Z Sign~tur~ of ~plicant Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM '~ ~)q _ ~, ~ \-d) Yes No EXEMPTIONS: A. Does this project meet the nunimun~ standards for classification as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER~ GRAD1NG~ DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This 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.) 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 of five thousand (5,000) square feet of ground surface or more? Yes No 4. Is there a Natural Water course running through the site or is this project within I'--'"'"-I One hundred (100) feet of wetlands or a beach? U 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to ~ One hundred (100) feet of horizontal distance? 6. Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? Note: If any answer to questions one through eight 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 issuance of any building permit. STATE OF NEW YORK, COUNTY OF ..~%... ~.~,~,Nk,,.. .......... ss ~at I ........................ ~ ~.~.... being duly sworn, deposes and says that he/she is ~e applicant for Pe~t, ~ame of individual signing Documen0 And ~at He/She is the (Owner, Contractor, Agent, Co.rate Officer, etc.) Omer an&or representative of the O~er or O~er's, and is duly au&orized to perfom or have perfo~ed the said work and to m&e and file ~s application; ~at all statements contained ~ this application are ~e to the best of hs ~owledge and belier; and that ~e work sill be perfo~ed in the ma~er set fo~h ~ ~e application filed here~th. Swom to before me this; ..................................... day o fTT~t~,h s..~-,,.~, ................. 20 ~,.~ Notary Public: .q;2;>,.....~,_,2~ .'s,.~.~ ...................... ~ .......... REScheck Software Version 4.0.1 Compliance Certificate Report Date: 12/04/07 Data filename: C:\Program Files\Check~REScheck~TRUE.mk Energy Code: Location: Construction Type: Heating Type: Gtazing Area Percentage: Heating Degree Days: Construction Site: New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 19% 5750 Owner/Agent TRUE HOUSE NEW SUFFOLK AVE CUTCHOGUE, NY Designer/Contractor: MARK K. SCHWARTZ, ARCHITECT PO BOX 933 CUTCHOGUE, NY 11935 734-4185 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no altic): Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Window 2: Wood Frame:Double Pane with Low-E: Window 3: Wood Frame:Double Pane with Low*E: Door 1: Glass: Door 2: Glass: Wall 2: Wood Frame, 16" o.c.: Window 4: Wood Frame:Double Pane with Low-E: Window 5: Wood Frame:Double Pane with Low-E: Froor 1: AU-Wood Joist/Truss:Over Unconditioned Space: 1228 30.0 0.0 43 101 30.0 0.0 3 1293 13.0 0.0 83 23 0.300 7 21 0.330 7 134 0.340 46 39 0.330 13 62 0.350 22 1172 13.0 0.0 81 23 0.300 7 164 0.340 56 1333 30.0 0.0 44 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 ere attest ng that to the pest of his/her kno./~12dge, belief, ~[~orofessional judgment, such plans or s~ns ar~/~/.~/~l~li~ 'with this Code. Name - Tit~e ~ Signature /~/ Datff' / '~ Page I of I Town of Southold sedimentation & Storm-water Run.off ASSESSMEHTrFORM Ite~Humbec' (NOTE: AChec~M~k~'~r)f~xee~hQue~l°nlsReqpked~teC~mp~e~eAppr-~ca~'°n) Yes~ 1. ~1 ~ P~ ~ ~ S~M~ ~~ ~ e T~ ~) I~ ~ ~ ~e? ~ E~ ~l,~e ~ m~~ ~ ~e ~ ~ ~'a~ ~ ~ aSM S~ ~ ~ ~e ~ ~.~ s~.) 2 ~s ~e.~'~ ~ 8~'~ P~ ~e~ I~i~ ~e & L~flon? ~ ~ P~ ~ul~ ~~, Gmdl~ ~ ~ ~'~ ~ ~ ~a~ ~ ~e N~I Is ~is ~mJe~ ~in ~e Tmst~ jods~on ~ ~ln ~e H~r~ (10~) f~t of a WeUa~ ~ B~a~? 6 ~1 ~e~ ~ Site p~pam~ on ~s~ ~m~e 8lopes ~1~ ~ F~een [~5) f~t of Ve~[ ~se le ~~, One Hu~ (1~') of Ho~l ~? into and/or in ~e di~ of ~ T~ ~ht~ Will ~is Pmj~ ~ui~e pl~menl of Mate~l; Re~v~ bf V~emt~ a~0r the ~s~ of ~y Item ~in ~e T~ ~g~t~{.W~y'or R~ ~ ~hls item will NOT Include ~el~llaflon of D~eway ~ro~s.) Will this Proje~ Requi~ Site Prep~o~ within the One Ho~red (100] Year Fl~d~lain o{ any Wate~urse? NOTE: If Any Answer to Questions One th[oqgh Nine. is Answered with a Check Mark in'the Box, a Storm-Wale[, Grading, Drainage & Erosion ContrOl Plan IS Requlrad ...... and Mist~_~_.be Submitted fer Review prior to Issuance___ ~--- ~ ~--'----.~°f Any Bu;tding permit ED(EMPTIONt - Ooe~.this proJec~ meet the minimum stan~lards fo~ classification es art ~c~ltm( project? Note: If You Answered Yes to this Question, a StormaWater, Grading, Drainage & Erosion Control Plan is NOT Requiredl __ Own¢£ and/or representative of thc Owner of Own&s, an(] is duly author~zcct to pcrt'omt or have pcri'orm¢ct thc make and file this application; that all statei4nen~s contained tn th~s ~pplicauon are true to thc best of his knowledge and belicl~ an tl~t the work will be performed in the manner set forth in the appfiaidon filed herewith. Sworn to before ~e this; -- · - ~ ~-' ~('~X I~ Notary Publici~l~l~of New Yor ~ Notary Pul~]ic ....................................... ~"" C~.b'~i~aed in Suffolk County, . umrn~ssm r~qires July 28, 20 FORM - 06107 ./,.~,.,~_ ,q~/~L/_~TOWN OF SOUTHOLD PKOPERTY RECORD CARD .~ OWNER IsTRE~r /Z:.:: ' V,LLAGE .,STR,C~ SU". '~0~ ,_~ ',ES.,,?;/.~ SEAS. LAND IMP. -illable 1 'illable 2 'illable 3 ¥oodland wamplond rushl~:,d ---- ' , louse Plot o'otal 109.-6-13 2/06 vL Bldg. -'xtension Extension Extension Foundation Basement Ext. Walls Fire Place Porch Porch Bath Floors Interior Finish Heat Roof Type Rooms 1st Floor Rooms 2nd Floor Dormer 109-6-13 garage 2/04 Extension Extension Extension Foundation Bath Basement ~ Floors ' Ext. Walls ;, , ~ i Interior Finish Fire Place ~ M~ ..... r~ 4,nr ~ . -¥': Bath ' M. Bldg. ~_; ~ -- /: ~ - * ~osemen' tAMP NOW OR P. ICHAR, P K, CAS~ STORY & GAR~ LAM~ NOW OR PQR~BRbY QP )PLOT PLAN 1 '~= 20'-0" 5URVE"r' OF PROPERT'r' ~IT:UATE: ,SUFFOLK GOUNT"¢, N'r' tS0.00' ~ t50;O0' Cca s JOHN C. EHLERS LAND SURVEYOR SURVEY OF PROPERTY SITUATE, C, UTC, HO~UE TOWN: OOUTHOLD · .'..'..'..'..'..'.~UFFOLK C, OUN"Pr', NY' 5UP, VEYED O-f-2q-qq 5,Dt=FOLtC COUNTY' TAX ;~ I000 - IOq - 6 - 1~3 C.E~.TIFIED TO: HATTHEH D. T~JE ROSLYN NATIONAL HORT6A~E GORP. C.,OPIMONI/qEALTH LAND TITLE I N.5,U~,.AN(_,.E OOMPAN¥ o bl~0 06 150.00' N + S E 150.00' no~ or ~°cmcr/9 o~, NOTEO; · MONUMENT o PIPE AP, EA = 0.94 ®~APHIC, SC, ALE Ceciars goaCl JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER~PROS\99-221 ~50.00~ W/FROPO¢eP 2NP PLOOR At2[21T/ON STBRY & GAR! GPLOT PLAN 1 "=20'-0" 4 ~' ~' REVISIONS APPROVED AS NOTED PLUMBER CERTIFICATION I-+lq B.P. # ON LEAD CONTENT BEFORE DATE: I CERTIFIC, ATEOFOCCUPANCyFEE '~H~":/~ BY: ~'~)l°J SOl, DEFt USED IN wATER NOTIFY SUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FORTNE ,SUP,.PLYSYSTEMCA'NNOT FOLLOWING INSPECTIONS: EXCEED 2/10 0F1% LEAD. 1. FOUNDATION - TWO REQUIRED ~ ~ ' FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION PLUMBING 4. FINAL - CONSTRUCTION MUST ALLPLUMBINGWASTE BE COMPLETE FOR C.C. & WATER LILIES NEED ALL CONSTRUCTION SHALL MEET THE TESTING BEFORE COVERIN~,~, ,.~,,~= ~ REQUIREMENTS OF THE CODES OF NEW ~ ~ ' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, '! ALL cONSTRUCTiON sHALL MEST THE REQUIREMENTS OF THE coDES OF NEW YoRK sTATE, corvlPLY WITH ALL CODES OF ~ NEW YORK STA I-E & TOWN CODES AS REQUIRED AND CONDITIONS OI ..... ~ C~ ~I \ ~ SOUTHOLDTOWN ZBA ';~JI{l~m .... \ - ~// SOUTHOLDTOWN?LANNINGBOARI RETAIl tSTORNI WATER RUNOFFL. ANP NOW O~ coMPLY WiTH a ,-o.. ~.-o.. ,.o.. ~O~M~L.¥ ~ . ,.o,",~'::'.".""~'?-H~'~&~ SO~iTI-HOLO To~/N~coDE.____. }\ PURSU,~ ~]T TO CHAPTER 236 - I 4o" . - ' ,,¢co~c,~l~6~ ~ \w/r'~o~o~ \ ~,,-"~ ~ ~ t" ~\ , () -- () ~ ~ ~////~ ~ .,.~.~co.~B,''~ ~ ~ ~ ~,j' NCY j I I I ~ >u2. s~. c~, I I I I.-~"~ ~ ~ ~ bANP NOW OR %~ I I II ii~ II EXiSTiNG I I I I - , i I ~ i L----J I~1 II Il ~ ~ ~ ~ i BASEMENT ~ ~ ~ I I I I I I ~ I I I I ~ I I ~ _ ] I I I I ~ I I ~ I I I I i I I I I I I I i I, I I i I i L I _-- - .... ~ I : I ' ~ , I ~ ~~ PLOT P~N ~, L ' ~ _ _ _Li I ~ II II q~ I 1"=2o'-0" ~ ,, ~ ,, ~ ,' ~***~=~ ,' ~I ' s-~.~. J~4 ~ ,' ' m ~=~ 8 ~_ _u ,,,¢ ,,,-~,, ,,'¢ "'4" , ' v'*~-~ -~ -~LE: ~ NOTED ' '~ ' ",' ~ ~ JOB ~ - NOVEMBER 5~ 2007 ~~ SHE~ NUMBER: ~~ [-. (~) FRONT ELEVATION 1/8"= 1 '-0" (~ RIGHT SIDE ELEVATION 1/8"= 1 ~-0" (~ REAR ELEVATION 1/8"= 1'-0" (~ LEFT SIDE ELEVATION 1/8"=1'-0" BASEMENT (~) EXISTING FOUNDATION PLAN 1/8"= 1'-0" REVISIONS · 'r- ~- DRAWN: ~G SCALE: AS NOTED .'lOB #: NOVEMBER, 5, 2007 SHEET NUHBER: A-2 REV~$ZON$ -- II - ~ ~U I~ NEW ~ I~/'~';T]'NG EX~ZNG ~ . . ~ W Z II II o II ~ II ~,~1 L[mNGROOH ~ BEDROON2 ¢ ~l H[[~L[II~IH 111 ~10 , ~'-~" , ,' ~ M~AC~I~P ~Y IL~V~L (~R) ~¢~ s~ ~ ~ S~LE: - - PROPOSED FIRST FLOOR P~N ~e/~ ~ %~ ~/~"=~'-~' ?~~.~ .ow.~.~, ~oo~ " A3 REVISIONS ~ ~ NEW ~ ~, W.I.C. J ) OFFICE NEW ~ ~ NEW DEN ~ ~ASTER BEDRO0~ I ~= Z ' ~'-'>,~ K~ '~, S~: 1/4"=1'-0" v ,. /.~<. ? , NO~BHR S, 20{)7 t ~~~ '~'/' ~' SHE~ NUMBER: PROPOSED ROOF P~N ~' 1/4"= 1'-0" REVISIONS ~LO0~ III Il ~/f II Ir II'U ~~~ II I III I I ~~,, ,,, ,,,, ~ ,, ,'",,",,,' ~[~ w ~ ~OPOSE~OUTH ELECTION ~ PROPOSED EAST ELEVATION ~ ~1'-o" _ ~ z II II II II II PROPOSED NORTH ELEVATION % PROPOSED WEST ELEVATION NEW A-I-FIC EXISTING BASEMENT (~ SECTION 1/4"=1'-0" NEW PORCH 911 (~ STAIR DETAIL 1-1/2"= 1 '-0" 2~ fLOOR ELd, Hr, 2NP FLOOR Hr, II II NEW KITCHEN SECTION 1/4"= 1 '-~ REVISIONS S~C~: 1/4"~1"0" JOB ~: NOVENBEE 5~ 2007 SHE~ NUNBEE: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLUlN APPF OVED LISP METAL OONNEC;TO 5 FOt PFROPEF BIND F .ESISTANT 4 OOO OONSTFRLJC::TION, FOLLOLLI MANUFAC:TUFRE'5 FREGOMMENDED INSTALLATION INSTFRUC. TION5 TO AGNIEYE MAXIMUM UPLIFT LOAD OAPAC::IT¥, KING STUDS / BOTTOM PLATE RIDGE -- HEADER LEDGER BATHTUB ~ DOUBLE JOIST SIDEWALL I 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ~ ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBEF DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BDT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER 2xC-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL, 'rHE FLOORS TO EACH OTHER W/ THREADED ROD ALL OPENINGS PT3 OR PT7 TYDOWN ANCHOR ~,PPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE WALL STUB '~~ % ~~ THROUGH-ROOF EXHAUST RIM BOARD ~ / CHIMNEY ~ __ AS REQUIRED RAFTER SILL PLATE(S) ~ // WALL SHEATHING ~FTE~5MAINTAIN FOUNDATION ~ , ' ~ ' ~ ' ~ ' ' ' TOP PLATE ~ J~i~ ~ BLOCKING - ' ' - ' ' - ' ' - ' ~ / ' / FINISH WALL ANDMO~STURE ~~/~2x4LEDGER BLOCKING ~ % .~ / BARRIER TO LAP FLASHING ~ ~ ' , ~ ~ 2x4 SOFFIT JOIST STAPPINGAND ALLTOwlNDOW/DQoRBE A~ACHEDoPENiNGTO WALL JAcKSTUDSsTUDS~48"OC ~ / / AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ~ % ' / ~ ~ ~ FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION % / ~ / BE~EEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~- ~- ~ INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS ~, ~,~ ON ALL OPENINGS PROVIDE HEMMED EDGE AT ' RESISTANT METAL MESH WITH MESH J ~CONTIN. SOFFIT/E~. PL~OOD INSTALL 4'0" O.C. ~ / // / ~ / FLASHING TO FORM CHANNEl LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF N INCH IN DIMENSION. ~ ~ /~ / ,' ~ ANDSOASTOMAINTAINAJR 5OFFITE~ s"- 14" LSTA30 1-1/4"x30" 18ga. STRAP oNANDALLJACKoPENINGsSTUDS ~ ~ ~ ~ ' -~~ GAP TO PREVENT CAPIL~RY 4". 6" RAFTER RTl 0 10-3/4" x 18ga~ ~DOWN ANCHOR EAcHCONNECTRAFTERTO I NSTALL4'0"O.C. / ~ ~~~~ ACTION P ROVIDEBLOCKINGBETWEENJOISTSTHATARESPICEDAND CONNECTTO ~OOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"~ 16" LSTA36 I-1/4"x36" 18ga, STRAP AND JACK STUDS 8"- 12" ~FTER RT20 2%1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS ~ ~ ~,, / ~ ~ KEEP ROOFING NAILS OUT ~OFFITE~ E~E DETAIL ROOFING LAPS BASE I ~ ~/~ ~.~ASHING WRAPS CORNERS, RAFTER 0 RIDGE CAP OF SAME / ~ ~ ~ ~ SIDES 4 INCHES AND LAPS /// ~ NAILED TO SHEATHING 51DE ALL . , GIRDER/HEADER 1 ST. FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ~ETAL FgA~NING AT ALL EA~E~, 51DE~ALL~, WALL STUD ~FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~ND ~AKE5 -- P~OVIDE WEMHED ED~E~ 50 ~ t~ INSTALL 4'0" D.C. A5 TO FO~ D~AIN~E CNANNEL~ AN~ ~/ 4"-8" LSTA36 1-1/4"x36" 18go. STRAP AND JACKSTUDS P~EVENT CAPILLarY ~CTION LOCATION USPNUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MiN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3N ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ' INSTALL 4'0" O,C. ~AFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 8"- ~ 6" MSTA48 1-~/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JO~STS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE~ALL SPTH4 STUD P~TE ANCHOR ~LATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS DEL, SILL PLATE ~ ~ TERMITE SHIELD ~ ~ ~ J ' 5~FLO0~ SILL GASKET ~ ~OOD JOIST5 6MIL POLY ON EXTERIOR GRANULAR FILL , , , , t , ' ~OLTE~ TO ~TEEL ~E~ ~rTH v - ~ STEEL COLUMN , ~ , . , . , . ~ 'A '/ ~ ~--' ~' ~ I/2" ~ ~ ( ROOF JACK ~ ~,~ ~ / I" / COMPACT FILL ~ ; KE~AY FOOTING -~ v ~ % ~ ~ ' * =- ~ FLASHING AT % % ~ ( ~ ~% ~lTN I/2" x ~" ANCHOR ~OLT [~' ~ &¢/*~ ~ /REINFORCING BAR CONe. FTG. ? ...,? . ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERSFouNDATIoN(USP5/8"LBPS58DIA. ANCHoROR BPSS3)BOLT SIDES AND TOP ~ _ ¢. ~ ~ '.,}~ .¢~ DRAIN TILE · F '" ~ J ANCHOR BOLT CONNECTION SUPPORTING M~IMUM SPACING FLASHING LAPS ~ % - -%2 ' - ¢ ,I ~ ~" (3"~oSTEELK~peCOLUHN) SILL PLATE TO FOUNDATION 1 STORY 72" DC ROOFING AT BOTTOM ~ (CRAWL SPACE OR FOUNDATION} SILL PLATE TO FOUNDATION TTPICAL ~EAH D~AIL TYPICAL CONC. FOUNDATION, APPLY PILASTERS 2 STORIES 36" DC WHERE NEEDEB FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONO. FTG. (CRAWL SPACE O~ FOUNDATION) 5TELL / BOTTO WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2STORIES 57"oc OOF J CK5 ENT8 ETAIL CONC. SLAB~ -- I[~.V DOOR FRAME ex. o/ 0WWM /// COMPACT FILL ~ ~ ~00~ //// USE 2X8 O JOIST r J '~/'~' 4" 8LA~ = ''///, FOR BLOCKOUT = STEEL BEAM ~ ..... ~ P.T. PLATE ~ ;~~. ~ ~ 4",,I,.A,~~ ' *~ , ~ NOTCH JOIST AND ADJUST HEIGHT ' ' ' ' ' ' ' ~ ' ' 1/2"AIRS ~ ~: ~,:~,, ~ .',. ,% ,' ~ (WITH A NAILING PLATE IF NEEDED) STEEL BEAM TO ALLOW FOR SHRINKAGE - (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12' , ~, ,'~ ', ~ ~¢_ _ 6X6W.W.M. ~ ; - -'7 - -'7 - - , ' ' ~ ~ * . MIN. _~¢"'* . ~ ¢ ~'~%~ '.--~'~ ~'~ 4', ,; '~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- M~IMUM ,j~ ~ .. . , ¢'> ~j ~' ~ ~REINFORCINGBAR ' ' REINFORCING BAR ,~ NOTCH EQUALS I/4 DEPTH OF BEAM :~ ~ ~ ,~ ~ . ~ ~1~ JOIST '~ ~ ~ SHEET METAL 13~ FELT UNDER BEAM AT POINT '. '~ OF CONTACT WITH CONCRETE OR COHO. BLOCK &,,-- ~ ~m~-- ~ = STEEL BEAM YPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ¢4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ~ ~ ~ ~~ SHIMS TO LEVEL BEAM ~ ~ P~TE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) ~ REINFORCING BARS, 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DOOR LOCKOUT POCKET !FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" D.C. 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 3N ALL OPENINGS ' INSTALL 4'0" O,C. 8"- ~ 6" MSTA48 1-~/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR ECL' SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION} 1 STORY 72" DC SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" DC WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57" DC WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJIN~ OR APPROVEID USP METAL CONNECTOR5 ~=OR PROPER UJIND RESISTANT OONSTf~UCTION, FOLLOUJ MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUC, TION5 TO ACHIEVE MAXIMUM UPLIFT LOAD - RAFTER -- CRIPPLE STUD LEDGER ~ ~- RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @ZC"OC WITH WASHERS HEADER-TO-POST/STUDCONNECTION RIDGE-TO-RAFTER CONNECTION RA~ER SIZE JBP NUMBER DESCRIPTION APPLICATION LOCATION JSP NUMBER DESCRIPTION APPLICATION STAIR R~,ILIN~ ~ LOCATION USP NUMBER DESCR[FTION APPLICATION 2xC-2xB LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTAI2 1-1/4"xi2" 20ga. STRAP APPLY TO EACH ]ACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP ~,PPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 :[$ge. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS PT3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 1-1/g" SPACE MINIMUM '~ RAFTER POST TOP PLATE BALUSTERS WALL STUD ~ RIM/DECK JOIST -C) OPEN ESALUCTER ATTACHED TO WALL WALL STUD RAFTER TO PLATE/STUD CONNECTION HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION -- ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE ETAIP,5. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION AppI TCATIO~- CONNECT EACH RT15 T~DOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTIONI SHALL NOT BE LESS THAN 1-1/4" NOR NOPE THAN 2" IN 4" - E" RAFTER RT1O - /4 x :[Sga. TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA, DALV. BOLTS WITH WASHERS AND NUTS :[0 3" CONNECTT~- ~,AFTER/PLATE CROSS SECTIONAL DIHENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN E~UT~/ALENT GRIPPING SURFACE t" - 12" RAFTER RTgO 21-1/8" x 20ga. T~DOWN ANCHOR CONNECT TO I ~LATES TO EACH STUD EACH RAFTER 4" DIA, MAXIMUM GIRDER/HEADER -- -~ ~ JOIST POST/COLUMN ~ POST/COLUMN JL J L ~ ' ~" GIRDER/HEADER POST-TO-GIRDER/HEADER CONNECTION LOCATION UBP NUMBER DESCRIPTION APPLICATION PECK/PORCH R,'~,ILING~ SPLICED JOISTS OVER HEADER/GIRDER ~×4 SOLID COLUMN PBS44 / PBSE~N / K644 POST CAP ANCHOR APPLY TO EACH COLUMN 5×6 SOL]O COLUMN PBSS6 / PBSESS / KC66 POET CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADE R CONNECTION LOCATION UBP NUMBER DESCRIPTION APPLICATION IOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH :[OIB7 HOLLOW COLUMN SIMPSON STRR1/2 H,C, ANCHOR APPLY TO EACH COLUMN USE MIN. (g) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS EARING PLATE · GIRDER o/ GIR CONCRETE PIER WOOD WOOD JOIST ,,~1 ,, FLUSH JOISTS WITH HEADER/GIRDER ~ DOUBLE2x CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED W~H '1 FOrR HEADER H EADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING :[/2" DIA, BOLTS @16"0C WITH WASHERS THE PROPER STEEL CONNECTOR. Ii OR BEAN LOCATION USP NUMBER DESCRIPTION APPUCATION IF ABLE, 5ET FIR JOISTS APROX, 1/4" HIGHER THAN LVL HEADERS ROD TO ALLOW FOR SHRINKAGE, RE(~UIRED -- ~ll (2) BEANS PAL44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER FOR ETU ~ ¢ (3) BEANS PAL66 OR WEg6 POST / BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER / TOP PIECE OF SIDING AND I1~ / / :[/2" DIA, LA6 BOLTS W/WASHERS CNW COUPLER NUT D TO BLDG. @:iD" CC ~ / q ~ MINIMUM POST WOOD JOIST L~ ~ ~ ~--~ND DISTANCE FLOOR P~TS ', :'. _ . *'o . ?,~ ?. o END NCR 12"x12"x12" __ LAGBO,TS II, L----- HOLLOW COLUMNUPLIFT RIM.]OIST/BD,"~ BIMPBON STRONG TIE MODEL STBR:[J2 DECK POST FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS PROVIDE BLOCKING BETWEEN ]OISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT1D TYDOWN ANCHORS 4×4 POST PAU44 OR WE44 POST / BEAN ANCHOR APPLY TO EACH FOOTING 6X6 POST PAL66 OR WE66 POST / BEAM ANCHOR! APPLY TO EACH FOOTING JL ILt CLIMATI( & GEOGRAPHIC DESIGN CRITERIA GROUNE J WIND SEISMIC FROST WINTER ICEBHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPN) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45LBS, ~20 B SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY M.ODERATE it NONE DECK AND COVERED PORCH NOTES: Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber. , hangers and anchors to be galvinlzed or stainless steel, I. Girders for deck joists to be bolted er anchored to each post or pier with washers and nuts, p/em ahall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts, 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 E, below grade. 4). Deck joists to have blocking at 8'0 c.c.. 5). Flashing shall be Installed between the building and ledger. Lapping up the sheathing and aver the ledger, Ledger to be fastened to building with 1/2" dla, bolts with washers and nuts at 16" o c. · Concrete piers shall be a minimum 6" above grade. . All joists to be supported with hangers and anchors. Each Joist shall also be anchored [o girder(s1. . Covered Roofs shell be assembled and anchored the same manner as a typical building, · Use simpson hangers and anchors with Z,MAX tripple protective coating or equal r any contact with ACQ, NAILING SCHEDULE ROOF SHEATHING: JOINT DESCRIPTION (~,t~.Sp~/~iLNG NOTES ISTRUOTURALPANELI .d I ROOF FRAMING: JOINT DESCRIPTION NAiL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOPPLATE 10'WALL:4-SdCOMMON RAFTER TOE-NAIL CEILING JOIST 8'WALL: 3-Ed COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - t6dCOMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 ~ 16d COMMON EA, SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C. NAiL 16" O,C. FACE HEADERHEADERTO lcd COMMON ALONG EDGES NAIL TOP OR BOTTOM 2- 10d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO; FLOOR JOIST, SAND JOIST, 2 - 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TQ JOIST 2 - 8d COMMON END NAIL BLOCKING TO JOIST 2 - 8d COMMON EACH TOE END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL PER TOE JOISTToONBEAMLEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TQ JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2- 16d COMMON FOOT TOE NAIL NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details end procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local 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 in variance with the plan. Dimensions shall take precedent over scaled drawings, INGS), The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for ;onstrucfion means, methods, techniques, sequences, or procedures, or for safety programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5), Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable cedes. 7). The General Contractor is to consult with the owner for all built,in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction, FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade, 2). All footings to rest on undisturbed (virgin) soil, 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete waits being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" o,c.. Use approved epoxy for installation, 5). Unless otherwise noted, all slabs on grade to be 2500 p.s,i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick, All fill to be compacted to 95% relative density with 6" maximum lifts (layers). Crawl s )aces to be provided with a minimum 18"x24" access opening. Install one ~ foundation vent for every 150 sq. ft. of area, ' of foundation with bituminous coating as per section R406 of polyethylene film shall be applied over Ihe below grade portion of exterior walls prior to backfilling. Drainage as per section R405 of N.Y.S, Residential Construction Code. FRAMING NOTES 1). All ffaming techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR, Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c, unless noted otherw se. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR, Doug, Fir, Bearing wa headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3)jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9, Provide fire and blocking where applicable, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists, 6)~ Double up floor ioists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick micrelams ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o,c.. Use solid blocking in floor joists under all beadng walls. 10), Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exter or sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood subfioer adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed aver subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building ~o have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an ica & Water barrier or approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ~orch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES '1 ), RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2), RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to [he wall stud with uplift connections, Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3), WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections In accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4), WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift cennectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3,3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all comers. TYPE I EXTERIOR SHEARWALL CONNECTIONS: exterior shear wails with a minimum of 7/'16 inch wood structural panel on the exterior attached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel sdges and 10" o.c, in the field shall be in accordance with the length requirements specified in table 3.15a-b. B), TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shesrwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16~ 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4,2 and 2.2.4 respectively, 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5, 9), CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: 1), Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel, 2), Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bo~t with washers and nuts. 3), Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft, below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders, 4), Deck joists to have blocking at 8'0 o,c.. 5), A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts #here needed. ~), Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored girder(s). ~). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES f), All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, 3rovide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adheadng to all applicable codes and safety requirements, 2), HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3), HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval, ELECTRICAL NOTES: 1), All electrical to ba installed as per N.Y.S. Residential Construction Code. 2), All electrical work shall be approved by a qualified Underwriter. 3), Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C, NAIL 16" O.C, FACE HEADERHEADERTO 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: :Leer JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES PER TOE JOIST TO: 4 - 8d COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP TO BEAM 3- 16d COMMON EACH FACE JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL ORTOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESCR,PT,ON ISTRUCTU LPANEL16d CEILING SHEATHING: JOINT DESCRIPTION NAIL I NAIL I QTY, SPACING GYPSUM - ' ~.nn/~;;~l 7" C.C. EDGE WALLBOARD be ........ I10" O,C. FIELD WALL SHEATHING: IOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" O,C. EDGE PLYWOOD 6" C.C. FIELD 7" C.C. EDGE GYPSUM 5d COOLERS 10" O.C, FIELD WALLBOARD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANELS ........ / 6" O,C. EDGE I OR LESS oo t.,~m~wu~ll2,, O.C, FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path, 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PL ,N CONTENTEd; OCCUf~ANC¥ CLA--551FICATION I~3 I~E8IDENTIAL E~UlLDIN~ USE f~ESIDENTrAL DWELLIN~ ~UILDING HEI~-HT TOTAL ~, PT, OF CON~Tf~UCTION DETI~N CRITERIA =RE~CRIPTIVE A5 PER N.T,~. RESIDENTIAL CONSTRUCTION CODE AND F~AMING ELE~ENT~ A8 PE~ FLOO~ ~L~N~, C~O~ SECTION ~ND ~ENE~AL NOTE5 EXT. ~LOONIE¢ ~TTIG~ m/ ~TO~E 20 ~ESIGN LOA~ C~LCULATION~ ~ooF (~OUND ~NO~ LO~D) (LIVE LOAD8 PSF) ~00~5 (OTNE~ TN~N SLEEPING) 40 ROOM~ (~LEEPIN~) 30 ~TAIR5 40 ~AU~D~AIL~ (AN~ DIRECTION) 200 EXPOSURE CATA~O~Y LOAD PATH SEE CONSTRUCTION ~NDDIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL ~AGE ~ GENERAL NOTE PAGE NAILIN~ SCHEDULE ~EE GENEraL NOTE F[~E P~OTECTION (5~OKE ~ CO2 D~ECTORSJ ~ 5ER FLOO~ PLAN5 TRU~ ~E~IGN N/A - ~T~ND~RD 5TICK F~A~E CONSTRUCTION ENERGY C~LC~LATION~ ~ESCNECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROS~ WINTER ICESHIELD SNOW SPEED DESIGN WEATHERIN6 LINE TERMITE DECAY DESIGN UNDERLAYMEN1 FLOOD LOAD (MPH) CATEGORY DEPTI' TEMP. REQUIRED HAZARDS 45 LBS. 120 S SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE tl NONE :{eOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O,C. SEE NOTES: 1 ( BOTH FIE NOTE: 2 FOR PANEL FIF GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rarer / truss framing members with G>0.49, For framing members with <0.42<G<0,49, the nail spacing shall be reduced te 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to ratter / truss framing members with G>0,49. For framing members with 0,42<G<0.49, the nail spacing shall be reduced to 3 inches WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATIOI~ NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 12" NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O,C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch e,c. nail spacing assumes sheathing attached to stud framing members with G>0,49, For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3), For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails, NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1 ), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL f - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ~ectfon ~E, O2.~, - PIf~EtSLOCK. ING R~E~II~ED Ffreblock. fn~ snail be provided to cut o?fF all concealed dra?ft openings (both vertical and horizontal) Flreblock. ln~ shall I~e provided In mood-?frame constructlon in the ?ollomln~ locations. I). In concealed spaces of' stud malls and partltrons, rncludln~ Furred spaces, at the ceTltncl and Floor levels, Concealed horizontal Furred spaces shall also be ?flreblocKed at Intervals not excee<::{ln~ IO Fe~t, tSatts or blankets of mineral or cJtass Fiber shall be allomed as FlrebiocKIn~ In malls constructed usln~ parallel ro~s o? studs or mta~red studs, At. ail lnterconnectlons betu~een concealed vertlcat and horizontal spacee such as occur at so?fFIts, drop cellfncjs and cove cellln~s. 5). In concealed spaces betu~een stair strln~ers at the top and bottom of tNe run. Enc[osec{ spaces under staffs shall compl_q mlth Section 1~314.8,, N.'r'.~. ~esldentlal Code. 4). At openln~e around vents, pipes and ducts at ceIllnEI and ?floor level, to resist the Free passage of' Flame and products of combustion, 5), For the ?lreblockln~ of' chimneys and Fireplaces, re?for to Section RIOOl.l~,. N.¥.E,. R[esldentlal Code.