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Home My WebLink About35208-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34428 Date: 07/02/10 THIS c~KTIFIES that thc building MINOR ALTERATIONS Location of Property: 5305 NARROW RIVER RD (HOUSE NO.) Cotulty Tax ~p No. 473889 Section 27 Subdivision ORIENT (STREET) (HAMLET) Block 2 I~Dt 2.3 Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 7, 2009 pursuant to which Building Permit No. 35208-Z dated DECEMBER 10, 2009 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 DORMER ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · ~ne certificate is issued to JEROME T MURPHY ( OWNER ) of the aforesaid building. SUFFOLK COUNTYDEpARTMENTOFHEALTHAPPROVAL N/A ELB~-rKICAL C~K-rIFICATE NO. 12609 04/21/10 CERTIFICATION DA'r~u N/A ~Aut or z~ed~Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mu~t 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. Commeroial 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 roquirements. For exisfingbuildings(prior to April 9, 1957) non-~onforming 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 Ce~ficate of Occupancy ~s de~ie& the Building Inspector shall state the masons therefor in writing to the applicant. C. Fees 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 Occupancyon 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· Old or Pre-existing Building: ~ House No. Street New Construction: Location of Property: (check one) oWner or OWners of Property: · SuffOlk County Tax Map No i000, Section Subdivision B10ek Filed Map. Applicant: Underwriters Approval: Permit No. ~'~ ~, D ~ Health Dept. Approval: 'Dat¢ofPemait. t l/o.]oq Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate:(check one) ~/ Applicant SignatUr~ + SUFFOLK BUREAU ELE~TRiCA INSPeCtOR 40 Nottingham Ddve, Middle Island, NY 1195: Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SE JUN 20]0 EIG S(~gmail.c~.~. DEPT. TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Paul Burns Electrical Cont. Apr 21, 2010 12609 CerUficate No.: 12609 Final Inspection Date: Apr 21, 2010 Building Permit No.: 35208 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: lerome Murphy Site Location: 5305 Narrow River Road, Orient, NY 11957 Owner's Address (if different): [] Residential [] Indoor [] Basement [] Service [] Shed [] Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [] Renovation [] Second Floor [] Attic [] Garage [] Addition [] Survey Other: INVENTORY Single Phase Heat Duplex Recpt 4 Ceiling Fixture HID Fixtures Three Phase Hot Water GFCI Recpt Wall Fixture Smoke Main Panel AC Cond Single Recpt Recessed Fixture CO Detect Sub Panel AC Blower Range Recpt Flourescent Smoke CO Combo Transformer Appliances Dp/er Recpt Emergency l~me Clock Disoonnect Switches Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan Other Equipment: second floor dormer extensions The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Paul Burns Electrical Cont. Inspected By: Roger Richert License No.: Date Of Certificate: Apr 23,2010 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. 35208 Z Date DECEMBER 10, 2009 Permission is hereby granted to: JEROME THOMAS MURPHY llA KIRKLAND PLACE CAMBRIGE,MA 02138 for : DORMER ADDITIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 027 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 5305 NARROW RIVER RD ORIENT Block 0002 Lot No. 002.003 7, 2009 and approved by the 10, 2011. Fee $ 200.00 Authorized Signature Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~ATION 2ND [ ] INSULATION [//]~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~-.H~PLBG. [ ] FOUNDATION 2ND [/~]INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CO#STRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE (~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~U~.--'TION [ ] FRAMING / STRAPPING [J,"]" FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ('~- ~'~'~ c DATE INSPECTOR-/~~/~ FOUNDATION (IST) FOUNDATION (2ND) DATE COIVnV~NTS · ROUGH FRAMING PLUB~ING INSULATION PER N. Y. STATE ENERGY CODE ADDITIONAL CO~IME/VTS TOWN OF SOUTHOLD BUILDING DEPA=RTMENT TOWN HALL SOUTHOLD, NY i 1971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined t 7~/( ~, 20 Cf ^pproved Disapproved a/c Expiration ~ //t~, 20 II PERMITNO. "~5 z'tO~/~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans ~/ Planning Board approval ~4 Check ~ Flood Permit ~ Storm-Water Assessment Form Mail to: ~ ~ Building Inspector [ a. Tths' applicanT be ~ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ~al~plan to seal{. Fee according to schedule. ~l~n~ lot and of buildings on premises, relationship to adjoining premises or public streets or ~plication may not be commenced before issuance ofBu lding 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. c. No building shall be occupied or used in whole or in part for any purpose ~vhat 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 proper~ have been enacted in the interim, thc 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 herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S~um of applicafit or name. ifa corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~7~r~.:~e. /~/~' ~'/0~' ,~ ~ (A~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 Licunse No. Electricians License No. Other Trade's License No. 1. Location of land on which propose_.d work wil. l. be done: House Number Street ~n ~ County Tax Map No. 1000 Sect'o __ __ Subdivision ,.f'~' ~'>/e ~' ~/- ~ ~lr ~/~or, J.r Hamlet Block ~2. Lot ~' ~? Filed Map No. Lot ~' 2. State existing use and occupancy of premiscs and intended usc and occupancy of proposcd construction: a. Existing usc and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost /5 e~ t/~ Fee 5. lfdwelling, number ofdwelling units '~ If garage, number of cars -- Addition Alteration ~// Other Worl~3,~/~'.' e~/~//~,q, ~ (Description) (To be paid on filing this application) Number of dwelling units on each floor / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~o Rear ~$"~ ' Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front .~c, ~ ~ Rear J'~ Depth J' ~ Height o< ~t, ~ Number of Stodes.~'ct ~ 8. Dimensions of entire new construction: Front $',~.~,--t',.~. ~ Rear ~ Depth Height ~ Number of Stories ~ 9. Size of lot: Front ~ · '~¢~' O'. Rear Depth 10. DateofPurchasc ~/~7 Name ofFormer Owner ~/~'~'/~.' 11. Zone or usc district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be m-graded? YES __ NO ~/Will excess fill be removed from promises? YES NO 14. Names of Owner of premlses,.f~ ~' t r',o~ fl/O~'~t/ddress:d/¥/9'~/ ~d~: /*/4 Phone No. NameofArchit~c~a~neh- ~,7~n~c~,~,r~/~/Address ~n.-~'.r~ PhoneNo Name&Contractor ~/7~e ~/~'eA.~ ~' Address o~-~.,~, PhoneNo. 15 a. Is this property within 100 feat of a tidal wetland or a freshwater wetland? * YES NO~ · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOt.,'~ · 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 I 0 feet or below, must provide topographical data on survey. 18. Am them any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) ~ ~ ~ ,~ / ~- ~ · C ~ ~ / being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 ~e hue 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.to before me this ~ N ' EMILY Ha~L~' - - ~. / ' ~/o~ubhc ~ Nota~ Public, State Of New y~a~e of Applic~t ' J / X NO. 01HE6059270 ~ QuaIifieO In Suffolk County _ Commission Expires July 23, 20 Tow____ n of $outhold Erosion, Sedimentation & Stoma-Water Run-off ASSESSMBNT FORM 8TORM-WATERf GRADING; DRAINAGE AND EROSION CONTROL pI~."a GEK'~ ,tiED BY A DESIGN PROF~iuHAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete AppllcaUon) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2")Inch Rainfall on Site? (This item will include all ron-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of Imporvtous 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 Con,oiling Surface WatenClowi __ Project Require any Land Filling, Grading or Excavatian where them is a change to the Natural r~ Will this Existing Grade Involving rnora than 200 Cubic Yards of Matedal within any Parcel? 4 Will this Appficati°n Requim Land Disturbing Actlvlitas Enc°mpassing an Area in Excass of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Coume Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? oneWill there be Site PraParati°n °n Existing Grade SI°pos which Exceed Fifteen (15) feet °f VerUcal Rise t° r~-~-q ~--//Hundred (100') of Horizontal Distsnca? Will Ddveways, Parking Areas or other Impervious Sulfacas be Sloped to Diract Storm_Water Run.Off into and/ar in the direction ora Town fight-of-way? any Item Within the Town Right-of-Way or Road Shoulder Ama? (This Item witl NOT include the Inatagatlon of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodp a n of any Watercourse? O NOTE: If Any Answer to Questions One through Nine fa Answered with a Check Mar~ 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 Pennltl EXEMPTION: Ye~s N.~.o Does this project meet the minimum standards for classification as an Agricutiural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlradl __ STATE OF NEW YORK, COUNTY O~ .~.... ......................................SS nat t,. .......... ~.~.z,,..,I .................................................... ~ d~y sworn, de~ses ~d ~ys ~at h~she ~ ~e app~t for Pen~ (Name of individual s~n~ ~nt) CONNIE D. BUNCH ~ ~ ~ N~ Public.~ d New York ~d &at he/she is ~e . ~ a. ~. _ No 01BU6185050 .................................................... ~ga~fl~iH'S~lg'~ "'; ......... (~r, ~, Agent, ~te ~, ~) Commission Exoir~ A O~er ~or represen~ave of ~e O~er of O~er s, ~d is duly au~ofized to ~fform or have performed ~e s~d wo~d to m~e md file ~s application; ~at ti s~emenm con~ed in ~s appli~fion ~ ~e to ~e best offs ~owle~ md belief; md · at ~e work ~ be peffo~ed in ~e intoner set fo~ in ~e appli~fion filed here~. Sworn to ~fore me ~is; :~.~ day o~D- ~ ~.. ,2~ ......................................... ......... ............................................... .......................... FORM. 06/07 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ..~,~ 05 VILLAGE DIST. SUB. FO _R~E.R OWNrr. R~ ; J -~- N E ACR. J g ~l ~1~ ~ ~o s w ~PE OF BUILDING R~. ~lO S~S. VL.~ FARM CO~. CB. MI~. Mkt. Valu~ ~ND IMP. TOTAL DATE R~RKS 7-L I I~ffO~ ~53 -~ncr~f TiI~ ~ ~ ~ I ~ ~ FRONTAGE.ON WATER ~/~ ~ ~ ~ ~ 8~ FRO~A~E ON ROAD ~ty. 2~ _- ~.8(o['''-'~ ~[~:3~ Z~7(0 Foundation C. 6, Bath Extension Ext. Walls C~ ~ Interior Finish ~,~ Extension Fire Place ~ Heat Porch EX2a ' I~o ~0 t~ ~ Pool A~ic Deck ~ ~Z~ =~O '~ t~ Pat~ Roomsl~Floor Br~zeway ~ ~ Driv~ay Rooms 2nd Floor Garage O.B. GENERAL NOTES CONSTRUCTION NOTES: FOUNDATION NOTES: FRAMING NOTES WIND FRAMING NOTES DECK AND COVERED PORCH NOTES: PLUMBING NOTES HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE l ROOF FRAMING: WALL FRAMING: FLOOR FRAMING: ~,OOF SHEATt lING: CEILING SHEATHING: WALL SHEATHING: FLOOR SHEATHING: NOTES: PLAN CONTENTS: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VEI~IFY ~ . E]asTme ..CONOmONS. MINIMUM 1 ). PROVIDE 6/8 TYPE-X SHEE'I1;K)CK FIRE STO~OlNG AT t ~0 MAXIM~¢ DJSTANC~ ACCESSIBIL~J~E. AS. 2). USE S~MPSON HMCGERS ,~ND NCCHORS '~FrH Z-MAX TRIPPLE PRGI~CTIVE ~ FI~ CONTACT ~NI~ ACQ. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS , : dopl XOl 'oo 'J~ns ) Z~O O00l )JJOA M~N 'X~unoo ~llO~.~.ns ~Hmnos :to UMO..L IN31~O 3d~3±SAO IV S~J3q.L/3S,, ~ iOq '~lr 'i.~O~IONV8 'r NII~IV~ :~O.a A3A~nS ;sa~ns puv7 't~uno~ ~? §unox .O0'og ONod % %.~o°~ / / ONOd V 390H 1S31 Table 3.1 Nailing Schedule (Wood Framed Constmcfica Manval 1~ gBc High Wind Editon, Page 110) JotetDescd~on I NumborofNaiis I RailSpsctng ROOF NAILING Raftsr to Top Plate (Toe mailed) 4 - Ed per roffer , Ceiling Joist to To fi P~e (Toe -nailed) 4 - Ed per Joist Ceiling Joist to Parallel Rafter (Face -ceiisd) 8-1 Ed each [ap Ceiling Joist Laps Over Pa[fi'dom (Foss -celled) e-ffid each bp Collar ~e to Rafter (Tee-nailed) 2-10d per fie Blocldng to Rafter (Tee nal~) 2 - Ed each end Rim Board to Rafter (End Naaod) 2-1od each end WALL FRAMING Top P]STe to Tap Plato (Face -nelled) 2 - t fid (1) per FOOF Top Plates at Istemectldns (Face -nailed) 4 - 1 Ed joists - each side Stud to Stud (Face -nailed) 2 - 1Ed 24" D.C. Header to Header (Face malrod) 16d 1 fi" D.c. along edges Top or Bottom Plate to Stud (End Nailed) 2 - 16d per 2x4 stud 3 - 1 Sd per 2x6 stud 4 - ~ od per 2x8 stud , Bottom Plate TO Floor Joist, Band Joist, End Jclst or Brecldng (Tomnatod) 2- led (1,2) per FOOF FLOOR FRAMING Joist 1o Sill, Top Plate or Girder (Toe -nailed) 4 - Ed par joist Bridging to Joist (Toe-nailed) 2 - Ed each end Blocking to Joist (Toe-nailed) 2 - Ed each end Blocking to gill or Top Plate ~oe-nalred) 3 - 1 Ed each block Ledger SFOp to Beam (Face-nailed) 3 - 1 Ed each Joist Joist on Ledger to Beam (Tes-nailod) 3- Ed par Joist Band Joist to Joist (Eed.nalled) 3-1Ed par Jolst Band Joist to Sill or Top Plate (Tes-nafled) 2-1Ed (1) per foot ROOF SHEATHING Structural Panels 8(I (Detail sheet S-3) CEILING SHEATHING WSTJ~ } od ceslms J 7" edge / 10' field Gypsum WALL SHEATHING Structural Pands Ed 0' edge / 12" field Gypsum Wallboard Ed ceslem 7" edge / 10" field FLOOR SHEATHING Sb'uctuml Panels ~" or less Ed 6" edge / 12' field (1 ) Natl~ raqulramests ara based on wall sheathing nailed fi" on-cantor at the panel edge. If wall sheathing Is named 3" on-center at fOe panel edge to obtain higher shear cepaoit es, nailing requ~ments for structural membom shaft be doubted, er altarnato connectors, such as shear plates, shell be usaJ to maintain load path. (2) When wall sheafOlng is confinuous over connected memhera, the taboiated number of nails shall be permlUod to be reduced to 1 - 16d nail par foot. 1 Framing Notes: The contractor is to verify all measurements rn the field and any discrepancies are to be brought to the attention of the Engineer prfor to conntmcfion. Wood Framing 1. AIl lumber is TO bs No. 2 or barf:er Dougles Fir Lamh (N) with the following minimum specifications: Fb = 825 psi Fv = 95 psi Fc perp = fi25 psi E = t,600,000 psi 2. AIl Lamlnnted Veneer Lumber is TO have the following minimum spseiflcafions: Fb = 2,900 poi Fv = 290 psi Fc perp = 650 psi E = 2,00fi,000 psi 3. AIl beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/boltsd in accordanes with the mesufestumFs specifications. 4, NI straps, coneentors, platos, bolts, nairs, etD. are TO be galvanized or stainless steel. Designntsd caneentora, stap etD. on these drawings ere reade by Slmpesn unless Indicated otherwise. All connefoom, straps etc. are TO be nailed/bolted In accordance with the manufactural'S ngsclflcafioes. 5, Ail floor sheathing is TO be 23/~2 inch AC ~pe plywaod, tongue and groove, wfih an AP^ span rafing of 48/24, Ffoor sheathing shall be glued and screwed to the floor joists (6" DC edges and t2" DC field). fi. Ail wall sheathing is TO be 19/32 inch .APA Ratsd E~esure 1 plywood and shall be nailed with 10d cammee nails 6" DC edges and 12" DC field, 7. Solid bfockJng is to be fostalled eve~ 8' max or mid spar1 of all floor joists with spans exeeeding 8'. 8. Doubfo joists are to be installed bstow parallel walls. 9, Bleeking is TO be installed at all point Icad bea~ng points, t0. Walls are to be framed with 2x6 inch studs spaced 18 inches D.C. unless indicated otherwise. 11. Ail joist and beam hangers and festeesm used on the exterior and in cantant with Iwaesura treated lumber are to be Simpson Type 304 or 316 Stainless STSST. t2. All bolts, nuts and washem ara to be stoinlees steel or hot dipped galvanized. t 3. NI window and door hesdem to be (2) 2x8 with double slud pests unlses othandes noted on thcas plans. GENERAL NOTES: 1. ALL WORK MATERIAL, AND THE EQUIPMENT SHALL BE IN ACCORDANCE WiTH THE NEW YORK STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS, AND PARALLEL PARTiTIONS, EXCEPT AS NOTED ON DWGS. 3. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CON'II~ACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. 4. PROVIDE FLASI-]]NG AT ALL ROOF BREAKS, C~IMNEYS, SIOx'LIGHTS, EXTERIOR DOORS WINDOWS AND DECKS, ETC. 5. DO NOT SCALE DRAWINGS. 6. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION OR ADMINISTRATION OF TI-US CONSTRUtJ'I'ION PROJECT. FEDERAL, STATE, AND LOCAL ZONING AND ]~UILDINGCODE COMPLIANCE SHALL BE THE RESPONSiBILITY OF THE CON'IIL~CTOR. 7. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 8. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. Founda~on: The contractor is te very all messumments in the reid and any disa'epanciss am to bo brought to Ihs attenton of the Engineer/Architect prior to construction. 1 - All concfwie 3,500 psi after 28 days minimum. 2 - All mbar AS'IM A,.615 Grade 80, 3 - Fodfngs am to be ingtelled on undisturbed virgin ~il. the bottoms of ail footings am to bo inctalldd a minimum of 3' heisw grade unres~ lddiceted othenctse. 4 - The Engineer is to be contacted if unacceptable er queslieaable sell is encountered dudng excavation. Unacceptable so~ is soil contetemg clay and/or organk~ mstedaL 5 - Eack~ll along foundation Is lo be dean material and is te be mechanically compacted in 6 inch lifts. Each layer is to he comhe¢:ed to 98% modified Prodor. 6 - Bose Mahetsl la,er shown on the drawings is to be a cempactable, easy to trim, granular fill FOSt will mma~ stable and support cons~c~on Irofflc. A clean Fm e-gralded material WIFe at least 10 to 30% of padicles pa~ng a No. 100 elsie but not containing sit, or organic materiel is recommended. 7 - Raher inststlod aisng fOe top of the foundafton walls without wiedovm are to bo inelal[od 10' bdow the top OF the foundation wall. Rebar installed along the to p OF fouedctJon walls WIFe window~ are to be installed 3" below foe boUom of the window opaning. 8 - All snap off fo~ 6e~ am to bo remo~md and mmaldldg openings am to be sealed/grouted. 9 - The fouedat~ca contractor shet cesrd[cete with the pTumbing and electrical costractom misfire to installation of ~eeve~ and other penstraEdns prior to paudng conawie. 10 - rnctall isolstice joints stang fOundctJon walis and at column and other fioot psnsttstldns. 11 - Inctalled contmc~on join'= in the cellar floor slab evely 18' minimum, 12- Foundation excavalten is notfo he bock filled ~or to the ldctalledon rd 6~e floor framing. SIMPSON LSTA;36 STRAP Typical Window and Door Header Strapping Detail Each Corner NTS 2 GENERAL NOTES FRAMING- SCREWS 12" C.C. ('rYP.) ' PLYWOOD PLASTIC-COATED PERMANENT WOOD - SCREW ANCHORS FRAMING- PLYWOOD (TYP.) DETAIL A- TYPICAL A'I-rACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD.FRAME BUILDING 3" No, 8 SCREWS 12" O.C, Alternate to 120 MPH Certified Window Installation P indow and Door Protection forWood Framed Bui ngs LIGHT WOOD-FRAME WALL / PLYWOOD OPENINGS PROTECTION; THICKNESS DEPENDS ON WINDOW OPENING WIDTH (I) NOTE: IN LIEU OF SCREWS, LUGS WITH NUTS AND WASHERS MAY BE USED V-CUT SHEAR BLOCKING ~ RAFTERS ALL CONqTT''' - MEET THE FF CODES O~ I~. FIELD1 3,4'x 16" TRIM LVL TO BOARD MATCHJOIST DEPTHAT OUTER EDGE OF ,O RS. EAR B L OC./NG(BETWEEN JOIST!ii:~,~L~! .: '-- 7~:" ;~ ~LP.,.~ WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH.7~s.~0~ s,o,v r~, ,, :, MAXIMUM ALLOWABLE V-CUT SHEAR BLOCKING AND VENTILATION HOLES SHEAR BLOCKING DETAILS ,DCCv,.,-,NUY USE IS I"" ' ' r [ ' r~lT 1 E NEW DORMERS TO REPLACE / EXISTING DECKS NEW ANDERSEN fi NEW ANDERSEN # CW24 CW24 '1 PORCH REPLACED .'~ N__O_RTH ELEVATION 2west ELEVATION ~ ~" = l'-O ..... ¼ "= 1'-0" NEVV2 SECTION VIEW 4~'' = i i, ,~..,.w~ sue~.OOmN~ 14'~' EXISTING RIDGE BEAM EXISTING CLOSET/STORAGE E.VJSTING WALL AND DOORS 6'-0' (EXISTING) NEW DORMER ENCLOSE EXISTING DECK EXISTING LIVING ROOM AREA BELOW EXISTING CHIMNEY EXISTING CLOSET/STORAGE JERRY'S OFFICE RAFTERS BIO· EXISTING EXISTING CLOSET/ STORAGE ENCLOSE EXISTING [ i FLOOR PLAN (SECOND FLOOR ONLY) ~ "= 1'-0" DOUBLE UP ROOF RAFTERS ON EACH ORMER 2