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Home My WebLink About33974-ZFORM NO · 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N·Y. CERTIFICATE OF OCCUPANCY No: Z-34133 Date: 12/11/09 THIS CERTIFIES that the building PORCH ADDITION Location of Property: 9905 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 119 Block 1 Lot 9.1 Sut~]ivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 4, 2008 purs%~ant to which Building Permit No. 33974-Z dated JUNE 10, 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 SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MURPHY NASSAU PT RD LLC (OWNER) of the aforesaid building. SUFFOLK COUN/"fDEPARTME~TOF ~EALTHA~PROVAL N/A ELEL-I~I~%L CERTIFICATE NO. 4006898 10/03/08 I~L~ERS CERTIFICATION DA'£~43 N/A Authorized Signature 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 mk and sub~mtted to the Butldmg 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 natura/or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). -3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the ~older used. in system contains less than 2/10 of 1% lead. 5. Corrm'tereial 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 ofconlpleted site plan requirements. B. For existing buildings (prior to April 9, 1957) uou-conforming uses, or buildings and "pre-existing" laud uses: 1. Accurate survey of property showing all property lineS, streets, building and mmsual natural or topographic features. 2. A properly completed application and conseot to iuspect signed by the applicant. Ifa Certificate of Occupmcy is denied, the Building Iuspector shall state the reasons therefor in writing to tile applicant. C. Fees 1. Certificate of Occupancy - New dwetling $25.00, Additious to dwelling $25.00, Alterations to dwelling $25.00, Swim.ming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy ou Pre-existing Building - $100.00 3. Copy of CertificateofOccupancy_ $.25 4. UpdatedCertificateofOccupancy_ $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conunercia[ $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: ~O/1//7/_~) Suffolk C6unty Tax Map No 1000, Sectioo_ \ I a) Subdivision Old or Pre-existing Building: Street Block Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate ~'ee Submitted: $ Date of Permit. - (check oue) Harrdet Filed Map. __ _ _ Lot: Applicant: 5'z'~Azo/7/~__ ~_,~-d0_,,~}6,/,.¢/:~/ Underwriters Approval: __ _ Final Cellificate: __ (check one) Applicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by SJ O'CONNOR ELECTRICAL CONTR. 1195 SHIPS DR. SOUTHOLD NY 11971 DONALD MURPHY 9905 NASSAU PT RD. CUTCHOGUE, NY 11935 Located at Application Number: 4006898 Section: Block: Residential Described as a 9905 NASSAU PT RD. CUTCHOGUE, NY 11935 Lot: Certificate Number: 4006898 Building Permit: 33974 BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, screen room,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforc3er~ent and Ad~trr,a~t~., or other authority having jurisdiction, and found to be in compliance therewith on the Day of Nam~ OTY Rate Wiring And Devices Dimmer 1 0 Fixture 1 0 Fixture 6 0 Outlet 7 0 Outlet 9 0 Paddle Fan 2 0 Receptacle 9 0 Switch 3 0 Rating 120V Circuits Incandescent Low Voltage Fixture Gert, Purpose Gert, Purpose Gen, Purpose I of 1 seal This ceKificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0283C Date: December 19, 2007 THIS CERTIFIES that the removal of the existing dwelling and reconstruction within the same footprint as the existing residence; gutters and dr~wells for entire dwelling; a non-turf, non- disturbance buffer from the existing dwelling to the bluff At 9905 Nassau Point Road, Cutchogue, New York Suffolk County Tax Map # 119-1-9.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 12/02/05 pursuant to which Trustees Permit # 6303 Dated 02/15/06. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the existing dwelling and reconstruction within the same footprint as the existing residence, gutters and drgwells for entire dwelling, a non-turf, non-disturbance buffer from the existing dwelling to the bluff The certificate is issued to DON & MARY JO MURPHY owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PEIAMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33974 Z Date JUNE 10, 2008 Permission is hereby granted to: D MURPHY 9905 NASSAU PT RD CUTCHOGUE,NY 11935 for : SREENED PORCH ADDITION AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 119 pursuant to application dated JUNE Building Inspector to e~ire on DECEMBER 9905 NASSAU POINT RD CUTCHOGUE Block 0001 Lot No. 009.001 4, 2008 and approved by the 10, 2009. Fee $ 200.00 Authorized Signature Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved t~9 / ( O , 20 ~ Disapproved a/c Expiration PERMIT NO. BUILD1NG 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 Flood Permit Storm-Water Assessment Form Contact: Mail to://~t~/~,~ B~u~~ctor ~ APPLICATION FOR BUILDING PERMIT Date t~ 4-/O,~/O~ ,20 · ' , ~ INSTRUCTIONS L a. This application MUST b6~comp~etely 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 ! 8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition ~ix 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 regula~tj.o~s, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app_~a~t or n/~e, ifa corporation) (Mailing address of applicafit) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~/~' ~ //~/~J~ ~,/~/~]'. 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. 1. Location of land on_which proposed work)~ill be done:~., House Number Street County Tax Map No. 1000 Subdivision Hamlet Section [19 ~Block O'// Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construchon: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (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 Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear Dimensions of entire new construction: Front Height Number of Stories Size of lot: Front Rear _Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ]/~ ~ O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~' 13. Will lot be re-graded? YES NO/xk'/Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner of premises /)o~&,a ./~.a,~,°/~ Address Name of Architect /q.,q-d¢_.*: ~J6 ./p,~',,/~t'zAddress Name of Contractor Address Phone No. ~7.J~. ~'/.7 ' 0.3 ? 6 PhoneNo 73,~- ~t'aa'd' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~" NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT,~ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO /~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY /~ ~1~:~ ~'~/Th M,,"~f~/~ ~._. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Comra~tor, A~e~', Coi'porate 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. S~zorn to before me this k/~ day elf ...... MELAN E DOROSKI N0tdEy_~ublic ,u I~r~¥ i"UHLIC. State of New Yod( Signatur No, 01D04634870 Qualified in Suffotk County % .. Commission Expires September 30,.,/,Z)./ O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. XINSULATION FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE I1--/?--o r INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESlSTAI~I' PENETRATION REMARKS: DATE 7"-/"- '0 Z INSPECTOR ~~ FOC~ATIO: (1ST) LNSL~ATION PER N. Y STATE ENERGY CODE James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southald, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6873A Date of Receipt of Application: April 25, 2008 Applicant: Donald Murphy SCTM#: 119-1-9.1 Project Location: 9905 Nassau Point Road, Cutchogue Date of Resolution/Issuance: May 21, 2008 Date of Expiration: May 21, 2010 Reviewed by: Trustee David Bergen Project Description: Construct a single story screened porch addition to the south side of the existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark K. Schwartz, AIA, Architect, PLLC, last dated February 6, 2008, and received on April 25, 2008. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, 'President Board of Trustees JFK:eac Town of Southold Erosion, Sedimentation & Storm-Water Run-off A88E88MENT FORM PROPERTY LOCATION: S,C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSlOH OF A STORM-WATER, GRADING~ DRAINAGE AND EROSION OONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF Ni=W YORK. I..tem Number; (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All S[orm-WaJer Run-Oft Generated by a Two (2") Inch Rainfall on Site? V~ J J (This item will include all run-off created by sile clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces,) Does the Site Plan and/or Sur~ey Show All Proposed Drainage Structures Indicating 81ze & Location? f~ F'~ This item shall include all Proposed Grade Changes and Slopes Controlling Surface Water'Flow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural J'~ Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand {5,000) Square Feet of Ground Sudaoe? Is there a Natural Water Course Running Ihrough the Site? r~ Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Welland or Beach? -- Will there be Sile preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Hofizonlal Distance? J~J -- Will Driveways, Parking Areas or other Imperious SuRaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town dght-oPway? Will this Project Require the Placemenl of Maledal, Removal of Vegetation and/or tile Construction of r~ x any item Within the Town Right of Way or Road Shoulder Area? (This item win NOT inchlde tile Installation of Driveway Aprons.) Wifl this Project ReqtJile Site P,eparalion vdthin tge One Hundred (100) Yesr Floodplain of any Watercourse? ~ )~' NOTE: if Any Answer to QuesNons One through Nine is Answered withaCheck Marl( in the Box, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitled for Review Prior to Issuance of Any EuiJding Permit! EXEMPTION: Yes Ho Does this project meet the minimum standards for classification as an Agricultural Projecl? Note: If You Answered Yes to this Question, aStorm-Water, Grading, Orainsge&ErosionControIPlanlsNOTRequired! __ __ STATE OF NEW YORK, ..~l) ~-:~ ~ (Iqame of ~ndlkJdusI SkgT/Lng m~e ~d file d2s applica~on; dtat MI smtemenLs con.ned in ~is applica~on a~e U~e to d~e bes( of Ins b'~owledge m~d belief; and d~at fl~e wo~ k ~*d]l be l)e~ formed in d~e m~mne~ s<t forth in the applica~on filed hot ewilh. .............. o ......... MEL^NIE DOBOSKI FORM - 06/07 ......... Qualified in Suflolk Count'/ Commission Expires September 30, ~ 10 REVISIONS CARL ILOSINI .........-'""° \ \\ LOT79 ~, __~--~ , ~' :~ ~5~~ ~ ~ ~ ~ X ~, / ~.~--~-- ~ '~ ,x/ _~_.~-- ~ ,,~__~__~._~ - ~5~,~0~ ~/O/F ~ ~ CHmS7OPHER ST~ILE ~ ~ & JOHANNA ST~ILE 0 PLOT , i ~ ~ v,=2o,.o,, I: I I I I I ~ I I I ~1 I, ~ ~ ~ z I I I ~ ~ I ; ~ PURSHANT~OCHAPIER236 I ~ ~ ~ I. I OFIHEIO~CODE. I~- I . - .- ? ,. I I I ALLCONSTRUCTIONSHALL Ii'~ ,~ . ~ _ ....... a . L I'1 I I MEET THE REQUIRE' F;!'lzS OF THE I : I I I CODES OF NEW YOgA ~'MTE. I [ t----- I I I I ~ ~ ~ .. ~ OCCUPANCY I,:;I I' ~ 5 b ,- IS UNLAW "':" I-I I.'1 I, ;:. i NEW ~,:~ I ~/ 'HOUT C?" ,': :,:, ,,LIE ~'~ ':~ C~WLSPACE ~ ~l~ ' ~, I1:/ I..I ,,, o I z ,,~1I~1 [ I/-I/ el/Z, ,'~l ~ ~,, o.c. --_ -i. II I ~ APof¢ R TED : I :,l' I ~1 FEE:~) ----~"r ~/~-- I ~' ,I I ' I NOTIFY BUiLgr'~ ~. ?,~FhMENT AT [ >;¢ I I . I 765-1802 8~L: .~rM FORTNE ~ ~ 0 I~ :. I I .' I FOLLOWING IH ,'~ LeNS: I ~,' I I ': [ 1. FOUNDATION - ~0 REQUIRED I .. { ]; :: [ FOR POURED CONCRETE ~ ; [ I" I 2. ROUGH - FRAMING f PLUMBING I . I I ~ I s '~.,~c,o. I '. I I ," I ALL CG'C %-":,¢~ S~3LL ME~ THE I ' L .......... J ': I REGUIREMEN, I I YORK SATE I~,,~%~I~SIBLE FOR I J DESIGN OR2~D:,~. ~ROR <~w~ ~'~ ~ ~ /g~'~' FEBRUARY 6, 2008 ' ~ ~ ~. .[ ,~ , ,5~F SHE~ NUMBER: 1/4"= 1 '-0" I II I (~ SOUTH SIDE ELEVATION 1/4"= 1'-0" I (2) 2x[O I'1~. I WPH 9210 ~1~II EXISTING KITCHEN / NEW SCREENED Po-b--EE-H (~ EAST SIDE ELEVATION 1/4"-- 1 "0" 1/4"= 1'-0'' 1/4"= 1'-0" APlglFION ~IONS mmm DRAWN: ]G SCALE: 1/4"=1'-0" ]OB #: FEBRUARY 6, ;'008 SHEET NUMBEE: A-2 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLL!ING APPROVED !JSP METAL CONNEOTOR~5 FOI~ Pt~OPEF~ UJIND t~ESISTANT ~ C~OOID CONSTF~UCTION. FOLLOLU P1ANLIFAC:TLII~E'5 t~ECOMMENDED INSTALLATION INSTF~UCT O ENDWALL CRIPPLE STUD ~ _ ~ RAFTER ~ RIDGE ~ ~ BOSOM PLATE HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST 1ST, ADS5 HOLD DOWN CONNECT TO ~ SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO t SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER~ DESCRIPTION APPLICATION 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 1-1/4"x24" 20ga. ST~P APPLY OVER RIDGE TO EACH ~FTER 2xG-2x8 LS26 18ga. SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS, UNDER WALL, THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGE~ APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE WALL STUD~ ~ ~ ' ~ ~ ~ ~ ~ BLOCKING ~24"OC / ~ ~ ~ VENTS SELECTED AND METAL STRAP ~ - ~ CATED BY CONTRACTOR RIM BOARD O ~ CRICKET AT TOP-SIDE OF ~ CHIMNEY VENTI~TION CHANNEL SILL PLATE(S) D ,~ ' WALL SHEATHING ~T~5 ~ ,, ~ , .......... , , ,, ~ , MAINTAIN - ' - ' ' - '" '~ ~ ~ .... ~ ~ ~2x4LEDGER BLOCKING / ~ / FINISH WALL AND MOISTURE T P PLATE ~ -- ~ ~, ] ~ / BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC / / BARRIER TO LAP FLASHING ~ /~ / BETWEEN WALL FINISH AND FASCIA FLOOR JOIST DEPTF USP NUMBER DESCRIPTION APPLICATION / z ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AR~ OF ~ ~ - INSTALL 4'0" C.C. ~ ~ /~' ," ~ PROVIDE HEMMED EDGE AT THE SPACE VENTILATED. ALL OPEN ~S 'I~CONTrN SCREENED VENT WOOD GIRDER ~~~ ' INSTALL 4'0" C.C. ~ / /~ / ~ / FLASHING TO FORM CHANNEl LOCATION USP NUMBER DESCRIPTION ~ APPLICATION OPENINGS OF % INCH IN DIMENSION. 8"- 14" LSTA30 1-1/4"x30" 18ga, STRAF AND JACK STUDS ~ ~ /~ / ,' ~ ,AND SO AS TO MAINTAIN AIR ~O~T~ E~VE ON ALL OPENINGS ~ ~ / ~ ' - ~~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTIO J 0-3/4" x 18ga ~DOWN ANCHOR' CONNECT TO ON ALL OPENINGS KEEP ROOFING NAILS OUT 5OFFITED RAVE DETAIL ~ C ' ~ ~ ~ ~ ~ ROOFING LAPS BASE / ~ ~ ~ ~ SIDES 4 INCHES AND LAPS /~/ %~ ~ NAILED TO SHEATHING UGH VENT 1ST. FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASNIN~ AT ALL ~ES, 51bEfALLS, WALL STUD ~ WOOD JOIST ;LOCH JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIONI AND RAKE5 -* PROVIDE NEMHED EDGE5 50 INSTALL 4'0" C.C. A5 TO FORM ~AINAGE CHANNELS ~N~ ~ / ~E~ /~ 4" - 8" LSTA36 1-1/4"x36" ~Sga. STRAP AND JACK STUDS P~EVENT CAPiLLArY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION EMIL POLY ON EXTERIOR GRANULAR FILL - ' ..... ~ ~ 'A [ ~ ~OLTED TO STEEL ~EA~ [ ~'~ v k ~¢ STEEL COLUMN ........ '/ ,, ~ x, _x x 1' CONC. SLAB ~~~ ~"~' ~ ' ~ ;~ % ¢,' ~ ¢ S~ [ ¢/," , CONC. FTC. ~ ~'~ . '4 ."' Z > ,/ FLASHINGAT % X X [ 9~ ~X mlrN I/2" x *" ANCNO~ BOLT / ... . -. ~ , ~ ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES ANDTOP ~ ~ (USP LBPS58 OR BP583) , I/2" GROUT SUPPORTING MAXIMUM SPACING FLASHING LAPS ~ ~ ~------ I J [ ~- WHERE NEEDED FOR STRUCTURAL BRACING. MIN 3" STEEL COLUMN ANCHORED TO 24"x24"xt2" CONC. FTC. (CRAWL SPACE OR FOUNDATION) 5TELL /BOTTOH WALL BOSOM PLATE TO FOUNDATION (BLAB-ON-GRADE) 1-2STORIES 57"oc ~OOF J~CK5 ~ VENT5 8X6 10/10 ~M ~ -DOOR FRAME r~ COMPACT FILL ~ I ~00~ r/ill USE 2X8 ~ -- JOIST ....... P.T. PLATE ~ ~ ' ' ' ' ' ' ' ' ' , ~A~ NOTCH JOIST AND ADJUST HEIGHT GRADE ~~ ~'- ~ - ' ~ ~ '- ~.~- ';~ '~ ~ ~ ~ ? ~ ' ' ' '~ ~' TO BE APROX. 1/2" OR HIGHER THAN -~ ,~ ~,~ ~/ ~ · ". ", "-' ~' ~ ~'' ~ ~ ~ ', ; , STEEL BEAM TO ALLOW FOR SHRIN~GE ~- ~X'~ ~'A'~ ~:~/ 4',/ '~ ~ NOTCH NOTCH EQUALS BEAM FOR I'4"UDSILLDEPTHOFIFREQUIREDBEAM ""~IMU" --'_~ ' A A .¢ b ~¢, A ....... ¢~ ~ ¢' ~ ~REINFORCING BAR ~ - SUBFLOOR DRAINTILE ' ~ REINFORCING BAR ;,, ~1 fi, ¢,,', ' ~ L~=[ ~ ~ JOIST '~~' ~ SHEET METAL, 30¢ FELT UNDER BEAM AT POINT IT ~; & Z~?/7~'~,' ~p ~ t2" '~ '~~ OF CONTACT WITH CONCRETE OR CONC. BLOCK ~~ ~U ~ STEEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ., ~ SHIMS TO LEVEL BEAM ~ ~ ~ PLATE (BOLTED TO BEA~¢~. RE~N~ORCE FOOT~Ne W~T~ (2) ~ RB~FORC~Ne aARS, ~" M~N~MUM aEAmNe SURFACE FOR WOOU ~EA~ ~E ~OO~ fLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS DN ALL OPENINGS INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAF AND JACK STUDS 3N ALL OPENINGS ENE , ,L NOTE,5 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 and 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. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and 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 codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. Wind Icad requirements shah 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 walls being attached to existing concrete structure shall be installed with #5 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). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. fl, of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over Ihs below grade podion of exterior wails prior to backfilling. · Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 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 otherwise. 4). Unless otherwise noted, all beadng wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall 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. Beadng 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 joists under walls that run parallel to the floor oist and under bathtubs. Floors to have ceres c tile installed shall be verified for proper Icad capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick microlams ( 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 c.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subflocr adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ;oilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roofwdh a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch 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-tex 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 3r trusses shall be attached to the wall top plate and the wall top plate shall be attached to ihs to the 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 connectors. 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 boftcm 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. Jn addition to spacing, anchor bolts are to be spaced between 6-12 inches froro the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls 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 intedor attached with 5d cooler nails at 7" c.c. at panel edges and lO" c.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior sheanNalls shall meet the requirements of table 3.15a-b times the appropriate ength 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 at[ached 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 raft[ers 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. DECK AND COVERED PORCH NOTES: Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. ers, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with w,ashers 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 bolt with washers and nuts. 3). Posts supporting g rders shal be anchored to a 12"x12"x12" thick concrete footing Use a mimmum 1/2' dia x 8" long anchor bo t w th washers and nuts. Footings Shall be 3 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4)· Deck joists to have blocking at 8'0 c.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 where needed· 6). Concrete p ers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors~ Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building· PLUMBING NOTES 1 ). All water supply, drainage and venting to be installed as per N.Y.S. ResidenUal Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval· 3). ft wall studs, plates or joists are cut out during installation for any plumbing related work arovide adequate bracing and plates to protect and secure the structure. Verity with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system delta 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 be 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 TO TOP 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 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16" O.C, FACE HEADER f6d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTFOM PLATE TO: FLOOR JOIST, BAND JOIS'[ 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - ltd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: SILL OR TOP PLATE 3- 16d COMMON EACH TOE BLOCK NAIL 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: I ROOF SHEATF lNG: JOINT DESCRIPTION ~.~. NAIL J SPACING I STRUCTURAL PANEL 8d AS PERTABLE 3.8 WFCM - SBC CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM ~,4 r,r,~t~ 7" C.C. EDGE I WALLBOARD I .........~110'' C.C. FIELDI WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS Bd COMMON AS PER TABLE 3.9 WFCM - SBC 7/16" OSB 3" C.C. EDGE PLYWOOD 6d COMMON 6" O,C, FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD FLOOR SHEATHIING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANELS ~,4 c.,'~,..,,~.~,~.~J 6" O,C. EDGE 1 OR LESS ........... "112" c.c. FIELDI 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 Icad path, 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permit[ed to be reduced to1 - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ESLIILDING USE RESIDENT/AL DUELLING BUILDING HEIGHT (SEE TOT,AL S~. FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA ImRE8ORIPTIVE AS PER N,'r'.s, RESIDENTIAL CONSTRUCTION CODE AND 2OO~. StSC HIGH ~IND EDITION, ~OOD FRAME CONSTRUCTION ~NU~L F~iN~ ELE~ENT~ A~ PE~ FLOO~ PL~N~, C~OS~ ~ECTION ~ND ~ENE~AL NOTE~ EXT, BALCONIES ~TT/C~ ~/o STORAGE DESIGN LOAD C~LCUL~TION5 20 (LIVE LOAD5 P5F) ROOF (~OUND ~NO~ LOAD) 20 ~OO~8 (OTNE~ THAN 5LEEPINS) 40 ~OO~5 (SLEEPIN~J 5TAI~5 40 GAU~D~AILS (ANY DIRECTION) 200 EXPOSURE CATA~O~T (~ESI~NED FO~ C~T. C) LOAD P~TN SEE CONSTRUCTION ~ND~IND ~TH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE NAILIN~ ~CNEDULE ~EE GENERAL NOTE E~E~5 ~EE FLOO~ PLAN~ ~ND ~INDO~ 5CNEDULE FI~E PROTECTION (~MO~E ~ CO2 DETECTORS) ~ ~EE FLOO~ PLAN5 T~US~ DESIGN N/A - ST~ND~RD 5TIC~ F~ME CONSTRUCTION ~ER~T C~LCULATION~ RESCNECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN INEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE tl NONE ROOF 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" C.C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FtEI NOTE: 2 FOR PANEL FIF GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.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 D.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3), Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss fram ng members with G>0,49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.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 c.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 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R~:,O2,E, - FIREBLOCKING REQUIRED Flreblockfn~ shall be provldec~ to cut oPF all conc~ale~ ~raFt o~nln~m (~oth vertical an~ horizontal) and to Form an eFFective Fire barrier between stories, and between a top mtor~ and ~he roar space. Flr~blockin~ shall b~ provided In ~ood-fram~ construction In ~h~ ¢olloein~ locations, reef. ~a~ts or blankets o¢ mineral or ~lass Fiber shall be allo~ed as rlr~blockln~ fn ~alls constructed usf~ ~arall~l ro~e of s~ude or stage.red studs. 2). At all Interconnectlons bet. u~een concealed vertical and horizontal spaces such as occur at sof'flts, drop celllncJs and cove ceilings. 33, In concealed spaces betu~een stair stringers at t.l~e top and bottom of the run, Enclosed spaces under stairs shall compl~ ~lth Section R314.B, N.T.S. Residential Code. 4). At openings around vents, pipes and ducts at ceIllncJ and floor level, to resist the Free passage of Flame and products of combustion. 5). For the flreblockin~ of chimneys and Fireplaces, refer to Sec+.lon RIO01.16. N.¥.S. Residential Code.