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HomeMy WebLinkAbout32535-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33350 Date: 10/22/08 T~IS U~TIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 3905 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) Cowry Tax ~4ap No. 473889 Section 79 Block 3 LOt 10 Subdivision Filed Map NO. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 1, 2006 pursuant to which Building P~rmit No. 32535-Z dated DECE~ER 1, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · 9~e certificate is issued to JOSEPH A RISTUCCIA (OWNER) of the aforesaid building. S~FOI~ C~I~N~"fDEP~TOF ~J~{~PPRO%~%L N/A EI~-rKIC~%L C~TIFIC3%~ NO. 124545C 08/14/08 PLI~4B~q~S Cq~I~TIFIC3~TION DA'rF~3 07/22/08 JACK GISMONDI '~/ut h~nature Rev. 1/81 TOWN OF SOUTHOLD BUILDING DEPARTMENT r:_~ [~ ~ [~ fl ~ APPLICATION FOR CERTIFICATE OF OCCU~AN([Y DEPT. This application must be filled in by typewriter or i~ a~d submitted to th~ ~u~ld~ ~~~ ~ A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plarming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 - $I00.00 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 New Construction: Location of Property: House No. Old or Pre-existing Building: Street Date. '// (che~ck one) Hamlet Owner or Owners of Property: Suffolk County Tax Map No I000, Section Subdivision Permit No. Health Dept. Approval: ! 7~ Block Filed Map. Date of Permit. / ~7,,/0/t/Od, Applicant: Underwriters Approval: Lot /~) Lot: ~ Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~, ~.. 0 0 Final Certificate: ~"~ (check one) Apphcant Si atm'e Tow~ Hall 53095 Ma~p, Read P O Box 1179 Fax (5~6} 7654~23 Te~,p~ooe (516} 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD certify that the solder used in the water supply system COntains !ess than 2/10 of 1% lead. ~lumb Signature Sworn to before me this Issue Date 8/14/2008 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 124545C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Joe Ristuccia Street: 3905 North Bayview Village: Southold Section: Block: Zip: 11971 Town: Southold Lot: Contractor: Shore Power Eiec. Cont. Inc. Lic. # 42536-ME Was examined and found to be in compliance with the National Electrical Code. ~ Commercial ~ NVDefects [~ Pool ~ lstFIoor [~ Indoor [] Residential ~j Basement ~ Hot Tub ~ Det. Garage L~ Attic ~ 2nd Floor [] Outdoor ~ Addition '~ Survey Switches Receptacles 5 2 Dishwasher Washer/Amps 1 2O Furnace Oil Gas Fixtures GFI Heaters A/C Fans 12 1 Dryer/Amps Oven Range/Amps Microwaves 1 3O Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment Hugo S. Surdi President Rough Inspection: Inspe~r:~ /) I .//~ /~ Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 32535 Z Date DECEMBER 1, 2006 Permission is hereby granted to: JOSEPH A RISTUCCIA PO BOX 611 SOUTHOLD,NY 11971 for : ADDITIONS AND ALTEP~ATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3905 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0003 Lot No. 010 pursuant to application dated DECEMBER Building Inspector to expire on JUNE //1, 200~ Fee $ 150.00 1, 2006 and approved by the ~ed ~Sign ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST /~ FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION REMARKS: /~~ ~ DATE INSPECTOR '~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~UNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING ! STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESlSTAm'CONS?RUCTION ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] RRB RESISTANT PENE11~TION RE! DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE ///~////~? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~OUNDATION 1ST [ ] ROUGH PLBG. [ ] F~DATION 2ND [ ] INSULATION [ I/i/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI~ CONSTRUCTION [ ] F~E RESISTAf~PENETRATION REMARKS..~/~,~.~ '~,~ ~/~/~ ,~ ~C /~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]R~K~H PLBG. FOUNDATION 2ND [ ~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ REMARKS: ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH P~G~ [ ] INS~A~ION [~'NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. ION [ ]FOUNDATION 2ND [ ] [ ]FRAMING / STRAPPING [,~ FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~l~ .~/~.,~c ~ ~r~-~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FRAMING / STRAPPING [/~ FINA/~/~-f.~J [ ] FIREPLACE & CHIMNEY [ ] FIRE ~]=EI'~IN~IO" [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REI DATE - ~ 7 ,INSPECTOI~~ / FIELD INSPECTION REPORT I DATE ...................................... ROUGH F~G & PL~BmG ....... ~S~ATION PER N.Y. - STATE ENERGY CODE ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. ~ Examined ( Approved ] ~_. } ~ ! Disapproved a/c Expiration 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. ,20 ~ Trustees 20 [* C°ntact:Mai, to: ~'/( 20 ~ e APPLICATION FO] ~ ........ ~.~v~l ~ INSTRUCTIONS Date ,2O Phone: 7J4 - 4/g'f a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regula_¥ns, and to admit authorized inspectors on premises and in building for necessary inspections. (Signfi'fure of d~cat or, me, if a corporation) ?a 73.  (Mailing address of applicant) State whether applicant is owner, less gineer, general contractor, electrician, plumber or builder Name of owner of premises (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 will be done: House N~ber S~eet Hamlet County Tax Map No. 1000 Section Subdivision Block ~ ~ Lot Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/~t,J~L ~' ff//-,,,t~ /~. ~f r~'-.ff'/Zg,~-~c/C~' 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 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot: Front Rear .Depth lDepth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /~ 4~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO~_ 13. Will lot be re-graded? YES NO'Will excess fill be removed from premises? YES__ 14. Names of Owner of premises ISTuC c I Address NameofArchitect r,'14~g- Yc/7~--4rt TE Address Name of Contractor Address Phone No. Phone No Phone No. NO 7¢5--//// 7.7¢ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater 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. 171 If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF ,~_~ Z~t//f/,~ [fi_.. [J~lC/(,,,t/,~/~ [- g, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,g~rporate 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. Sworn to b~ore me thi~- Notary Public BARBARA ANN RUDDER flotary Publio, State of Hew York No, 4555805 Ouaiit ecl in Suffolk County--:~/ Commislio~ Expires Apr 1147---T-~' Signat~ Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date: 11/09/06 Data filename: C:\Program Flles\Check\REScheck\RistucciaHouse.rck Energy Code: New York State Energy Conservation Construction Cede Locaeon: Suffolk Count~, New York Construction Type: Detached 1 or 2 Family I-lea~ng I ype: Nolo-]Electric Glazing Area Percentage: 21% H~fing D~ Days: 5750 Owi~ullAy=~L Joseph and Ann Ristuccia 3905 NO~l Bay/mw Road Southold, NY 11971 Mark Schwartz Mad( K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cutchogue, NY 11935 Ceiling 1: Cathedral Ceiling (no attic): Skylight 1: Wood Frame:Double PaRe with Low-E: Walt 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Gtass: Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 525 38.0 0.0 14 24 0.350 8 656 21,0 0.0 28 60 0.340 20 18 0.500 9 80 0.340 27 378 38.0 0,0 10 The proposed building represented in this document is consistent ~ the building plans, specifications, and other calculations submitted with this pen~it application. The proposed systems have been designed to m~et the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Company Name ' Dat~ ! / Ristuccia House Page I of 4 TOWN OF SOUTHOLD PztOPERTY RECORD CARD -.~ ~, ~.~.~ ,~," [ _ OWNER FORAqER OWNER LAND /,!,~ '~ //o o /! ~E NEW Form Fillable ~illable 'illable ¥oodland ;wampland ~rushland touse Plot 'oral. SEAS. IMP. NOPJv~AL Acre JVL. STREET ~ :' ~ ,%~-, VILLAGE E FARM TOTAL DATE 77 o" ~,tDff'~ CON~,T, B E LOW Value Per Acre COMM. ~-//~//~/_ ABOVE Value DISTRICT SUB. TYPE OF BUILDING MISC. LOT Est. Mkt. Value FRONTAGE ON ROAD BULKHEAD DOCK ~4. Bldg. :xtension :'xtension [xtension ½arage ~undation Basement ~xt. Walls 'Fire Piece Patio Driveway j j' Porch Porch Bath F oars .Interior Finish Heat Roof Type Rooms 1st Floor Rooms 2nd Floor Dormer 6/g~' j , / NOTE= ·= MONUMENT SUFFOLK COUNTY TAX MAP DIST IOO0 SECT. O'r9 BL.O~ LOT lO SURVEY FOR JOSEPH RISTUCCIA AT BAYVIEW DATE: JULY, IT, 1986 TOWN OF SOUTHOLD SCALE.' f' = 4o' SUFFOLK COUNTY, NEW YORK NO. 86'847 II IMMU?~iZ;D ALTEI~TIO~ ON~OOITIO# TO 1HIS GUARANi~u TO: SURVEY I i VIQI~TIM CIr SECTION 1~Og ~r THE EQUITY ABSTRACT INC. .Ely YORK ITA'TE Jrou(:ATIDN LAW ~UR~V~I~,~,Q~ INII SURVEY NOT ~EASINS TNE LAND NO. 8608-092457 fi] 8, YOUNG 4C~O~R AVENUE YOUNG "'~""~"'. NEW YORK ALDEN W. YOUNG~ PROFESSIONAL ENGINEER AND LAND SURVEYOR N*Y.S, UCENSE NO. 1~'845 HOWARD W. YOUNG, lAND SURVEYOR N.Y.S. LICENSE N0.45895 SCALE MILLER RESIDENCE ~ / ~- APPROVED AS / ~ NOTI~ BUILDING DEPARTMENT A3 N 0 R T H / ~ ~ 765-1802 9 AM TO 4 PM FOR ~ 1 FOUNDATION - TWO REQUIRED ~ / ~ ~ AA~ ~k~ ,' ', ~ ALL CONSTRUCTION SHALL / ~.~,.,~~~~ ~ " ~,, ~ ,~ L E G E N D R~LOCA~P -- - PROPOS~P d~lN~ LINg / ~XlOflNd CHBRRB5 ~ /~ ~?'/. / / BB~5 TO B~ BVB~BN ~ROUN~COVBR i~ ~ ~ ,~; II ~ OPgN LA~ I~ - R*LOCASP BXlSflNd JUNIP*R * MARK K MORRISON ASSOCIATES LTD ~ PROPO~PB~BNbfO LA N O SC A P E A R C H I TE C TU R E %- .......... ~ TO %~BN HOU~ PROM -~o~ ~xJ~.~o~,~,S I T E P L A N o~ JUNiPer, BUONYMUS ~ H~gA RRIVBWAY / P~KINd COURT - P~KINd ~ON 6 6~5 eDRA~ BY MW/ SRS · SCALS 1 "=20'--0" L1 · 9~s MAY 01, 2001 APPROVED AS NOTED DATE:Y~-'-///~ BP # FEE,.'~/,~F'~>°~ B'y:~ 765-180E BAM TO 4PM FOR THE FOLLOWlN~ INSPEOTIONS: 1. FOUNDATION - ~0 REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TCWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N,Y.S, DEC CERTIFICATION OF NAILING& CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE: OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ~DMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION ~OI.~HOLD TOWN CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICA T/ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER sUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. UNDERWRITERS CERTIF[CAI~ REQUIRED EXISTING FDN WALL EXISTING #5 REBAR @12" O.C. VERTICAL. EPOXY INTO EXISTING FOUNDATION 8" MIN. - EXISTING NEW 3'-0" ACCESS. WALL #5 REBAR @12" VERTICAL, EPOXY INTO EXISTING FOUNDATION 8" MIN. 2x10 FLOOR JOISTS © 16" OmC. VENT CONC. FDN WALL ~E/ 8x16 FTOS 3'-0" LOW GRADE NEW sx~6 V~MT ~, CRAWLSPACE ~--4" MIN. CONCRETE-~ SLAB ON GRADE 3-2x10 EXISTING EXISTING -EXISTING FDN WALL / / / / / / / /L EXTENT OF DECK ABOVE 11'-0" -2x10 FOUNDATION PLAN 1/4"= 1 '-0" REVISIONS Z O O O ,9 O Z o (J') mo DP, AWN: 3G SCALE: 1/4"=1'-0" JOB #: OCTOBER 23, 2006 SHEET NUMBER: A-i EXISTING GARAGE EXIST. BATH NEW NOTE: DBL R,R UNDER NEW ROOF AREAS (TYP) IST ,,FLOOR PLAN 1/4"= 1'-0 EXISTING GREEN HOUSE EXISTING LIVING ROOM ~ 9'-71~" EXISTING FAMILY 19'-6~' EXISTING BEDROOM EXISTI~NG_ EXiSTiNG¢ ,. DEN ,, ~* '~ BEDROOM EJlNING ¢ ' NEW W.I.C. W/D (2) NEW KITCHEN 2x8 BETWEEN DBL R.R. 3'-7"+ 3'-0" 3'-6" EA. EXISTING SCREENED-IN PORCH NEW ~ 30 x5° DH '~x8 BETWeEN-DEL R.R. EA. SIDE z~ NEW DECK Z :FRENCH INSWlNG ERS-- 17'-10" 11'-0" Z La DRAWN; 3G I SCALE: 1/4"=1'-0" JOB #: OCTOBER 23, 2006 SHEET NUMBER: A-2 EXISTING EXISTING 12 12 5-- (~ ROOF PLAN 1/4"--1'-0" Z REVISIONS , :~ I.U - D~WN: JG ~LE: 1/4"=1'-0" 30B ~: O~OBEE 23~ 2006 SHE~ NUMBEE: -0 REVISIONS L ....... L ~ ELEVATION 0 1/4"= 1 '-0" Z .... LEFT ELEVATION RIGHT ELEVATION ~.~t~= s~: ~/~"=~'-o" . . , O~OBER 23, 2006 (~ '~ SHE~ NUMBER', RIDGE VENT @16" O.C. 12 NEW W.I.C. (2) 2x8 BETWEEN DBL R.R. EA, SIDE BOL1~D W/4 - ~/8Ii ~MACHINE BOLTS EACH SIDE NEW KITCHEN __]ONT, SOFFIT VENT (TYP.) 2x10 F.J.@16" O.C.~- CRAWLSPACE 2x6~16" O.C. W/1/2" PLYWOOD, TYVEK AND SIDING TO MATCH EXIS13NG ~NEW KITCHEN SECTION 1/4"= 1 '-0" NOTE: DOUBLE UP R.R. O GARAGE ~NEW ROOF AREAS r~ (~ ENTRY SECTION 1/4"= 1 "0" REVISIONS a_l DR~WN: JG JOB #: OCTOBER 23~ 2005 SHEET NUMBER: A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUC~ON. FOLLOW MANUFACTURE'S RECOMMENDED INSTAl 4" MAX. RIDGE STAIR R RIDGE-TO-RAFTER CONNECTION LOC~'nOM USP NUr4BER .D. ES.C.R.~nON ~"PUCA'nON RAF~R RAFTER.TOILEDGER , LEDGER TO BE CONNECTED TO BLDG, USING 1/2" D~A. RAFTER S]2~ USP NUMBER DESUP~PTiON 2xS-2x8 LS26 :LSga, SLOPE HANG~ APPLY 2X10 L5210 18ga. SLOPE HANGER APPLY OPEN BALUSTER. ATTACHED TO WALL HANDRAIL CONNECTION RAFTER TOP PLATE WALL STUD TOP PLATE ~ WALL STUD RAFT TO P /S UD 4" MAX. 4" D~A, MA~MUM ~ ~ DECK/PORCH RAILINO CEILING JOIST TO BLDG. CONNECTION LEDGEN TO BE CONNECTED TO BLDG. USING I/2" DZA. ~OLTS @16"0C ~ WASHERS DECK/PORCH LEDGER CONNECTION RAFTER TO PLATE/STUD CONNECTION SPLICED JOISTS OVER HEADER/GIRDER WOOD JOIST -- GIRDER/HEADER WOOD JOIST ? FLUSH JOISTS ~i -I HI~DER/GIRDER ALL ~O~STS CONNECTED TO A FLUSH HF..~)ER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ASLE~ s~r FIR ]OL~ER APROX. 1/4" HIGHER, THAN LVL HEADERS TO ALLOW FOR SHI~NK.a~E. WOOD JOIBT BLOCKING -- WOOD GIRDER LOC~TJON USP NUMBER DES~FT~ON SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOC. JGNS BE~ ~O~TS 1}IAT ARE SPICED AND USE WITtt RTl0 TfDOWN ANCHORS POBWCOLUMN POS - O-GIRDE HEADEF~ LOCATION USP NUMBER DESO~PT~ON EX4 SOUD COLUMN PBS44 / P~L~al4 / KC44 POST CAP ~ ROD FOR s'nJ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. STAIR RAILING OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION N" MAX, 4" DIA, MA)QMUM 4" DIA, MAXIMUM DECK/PORCH RAILING RIDGE-TO-RAFTER CONNECTION LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO RE CON NE'~i ~u TO BLDG, USING 1/2" D~A. SULT5 @16"CC WTO': WASHERS KING STUDS CRIPPLE STUD HEADER JACK STUD8 HEADER-TO-POST/STUD CONNECTION RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION T~ON USP NUMBER DESCRIFHON APPm.TcAT/ON :: :j~2. ~mrP~:~rl° 10-3,g~11 x ~.~. TYDOWN ANCHOR CONjE[~r~ai~EI~ ~ ~.J~r~R TOP PLAT WALL STUD FI~FTER TO PLATE/STUD CONNECTION SPLICED JOISTS OVER HEADER/GIRDER GIRDER/HEADER POST/COLUMN PO~T-TO-(~IRDER/HEADER CONNECTION POST-TO-DECK CONNECTION USE iVaN. (2) 1/2" D~A. GALV. BOLTS W~ WASHERS ,AND NUTS GIRDER~F-~DER POST/COLUMN CEILING JOIST TO BLDG, CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/20~A. BOLTS @lB OC W~rH W~HERS WOODJOIST -- GIRDER/HEADER WOOD JOIST FLUSH JOISTS V~ '1 HEADER/GIRDER ALL .IOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3HE PROPER STEEL CONNECTOR, IF ABLEr SET F~R 30~STS APROX, 1/4 HIGHER THAN LVL H EADER~ TO ALLOW FOR SURiNKAGE. DECK/PORCH LEDGER CONNECTION WOOD JOIST -- BLOCKING, WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER DOURLE 2x (MXN~MUM) POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) I/2" D~. GALV. BOLTS W~TH WASHERS AND NUTS GIRDC~. CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LODAT/O N USP NUMBER DESC~PTION APpL[CA'HON DECK POST FTC, CONNECTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DEBIDN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: NAILING SCHEDULE ROOF SHEATHIN~icM.SBC JOINT DESCRIPTION NAIL NAIL ROOF FRAMING: WALL FRAMING: i~L NAIL NOTES JOINT DESCRIPTION QTY. SPACIND TOP PLATE TO 2 - t Ed COMMON PER FACE NAIL TOP pLATE FOOT TOP PLATES AT 4 - t8d COMMON JOINTS FACE DECK FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. ~PACING JOIST TO: 4 - 8d COMMON PER TOE O E N E R A L N 0 TF- S WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ).RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION RS RESIDENTIAL -1/4" x 20 gauge strap shall be attached to each pair of ratters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES B UILDIN G U SE RESIDENTIAL DWELL/NC Vhan a collar tie is used In leu of a ridge strap, the number of 1 Od common nails required QTY, SPACING BUrLDING HEIGHT CONSTRUCTION NOTES: ,eachendofthecollartieneednutexceedthetabulatednumberofSdnatlsinthestrep. RAFTERTO 8'WALL:3-SdCOMMON EACH TOE-NAIL TOPPLATE 10' WALL: 4-Sd COMMON RAFTER TOTAL SQ, FT. OF CONSTRUCTION I). The information within this set of construction documents Is related fo basic design ). RAFTER-TO-WALL ASSEMBLY: ntent and flaming details. They are intended as a construction aid, not a substitute ateral flaming and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST or generally accepted good building practice and compliance with current New York ~ ccerdance to table 3.3. When a rater or truss do not fall In line with studs below, reaffors ! ~ RESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CON STRUCTION CODE AN D ~tata building codes, The General Contractor is responsible for providing standard , ,r trusses shall be attached to the wall top plate and the'*vall top plate shall be attached to : CEILING JOIST TO AS PER TABLE 3.7 EACH FACE I DESIGN CRITERIA 1995 aBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL :onstruction details and procedures to ensure a prefossionally finished, structurally Ile to the wall stud with uplift crmnecflens. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - aBC LAP NAIL seundandawaatherpreofcompletedpreduct, hatl be connected with uplifl sennectlons in accordance ,with table 3.3c. ~EILING JOIST LAPS AS PER TABLE 3,7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- aBC LAP NAIL EXT. BALCONIES 60 .~), The General Contractor is responsible for ensuring that all work and construction ,), WALL-TO-WALL ASSEMBLY; DECKS 40 ~eets current federal, state, county and local codes, ordinances and regulations, etc. ~ Call studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE rhese cedes ere to be considered as part of the specifications for this building and ~ ccerdance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - aBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even If in variance with the plan. ~tuds shall be attached to a common member in the floor aseembiy with uplltt connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TORAFTER END NAIL DESIGN LOAD CALCULATIONS 3).Dimensionsshalltskeprecedentoversceleddrawlngs. RIMBOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) .,.WALL ASSEM.LYTOFOU,DAT, O,: ' TO RAFTE, 2-,Sd COMMON E.D RA'L ROOMS (OTHER TNAN SLEEP,NC) [DO NOT SCALE DRAWINGS). :lrst wall ctuds shall be connected ta the foundation, sill plata, or betfom plato with uplift ROOMS (SLEEPING) 30 ¢). The designer has not been engaged for consbuction supervision and assumes no ~onnectore~ Steel straps shall have e minimum embedment of 7 inches In sencreta WALL F RAM IN G: STAIRS 40 mponsibilltyforuonstructioncoordlnatlngwlththaseplans, correspcosibilityfor oundationandslab-on-grade. 15incheslnmasonpJblockfoundatlons. orlappedunder NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 onsbuctlon means, methods, techniques, sequences, or procedures, or for safety he plate and nailed [n accordance with table 3.3b. When steel straps are lapped under the I JOINT DESCRIPTION QTY. SPACING ,recautions and programs in connection with the work. There are ne werrecties for a )atom plate, 3 Inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY pac~c use expreased or Implied in the use of these plans, ~ pacing Is to be spaced and sized in accordance to table 3,2a. In addition to spacing, TOP PLATE TO ~. - t 6d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ichor bolts are fo be epaced bet,#een 6-12 inches fram the end of a sill plate and alt (ROOF - FOUNDATION ) DETAIL PAGE & GENERAL N GTE PAGE ,), Refer to the Window and Door schedule for exterior openings, corrmre. TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ). The General Contractor is to ensure that masonry or prefabracted fireplaces meets ! ). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLAN S AN D WIN DOW SCHEDULE r exseeds manufacture's specifications and appliseble codes. 'ypa I extedor cheer walls wtih a minimum of 7/1fl Inch wcod etmctural panel on the exterior STUD O~C, NAIL FIRE PROTECTION Sym.: ittached with Sd common nstls at 6"o,c. atthepanatedlgesand12"o.c, lnthefleld, and 16"O.C, FACE (SMOKE & C02 DETECTORS) ~ SEE FLOOR PLANS '). '~e General Contractor is to consult with the owner for all built-in Items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel HEADER TO 16d COMMON ~ONG EDGES NAIL ~ uch as bookcases, shaMng, pant~, closets, trims, etc. ~dges and 10" c.c. in the field shall be In accordance with the length requirements specified HEADER intsble3,15a-b, TOP OR BO'n'OM 2-16d COMMON PER2x4STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION i),Windloadrequlrementsshallbetakenlntoaccountdudngconatructlco, PLATE TO STUD 3- tGd COMMON PER2x6STUD NAIL ENERGY CALCULATIONS RESCHECK 5,6 RELEASE lo , ). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOU N DATIONNOTES:'~be ii exterior shearwaila shall meet the requirements of table 3.15a-b times the apprepriata :LOOP JOIST, BAND JOIST, 2-16d COMMON FOOT ~EE NOTE: t,2 length adjustment factom In tibia 3.16. END JOIST OR BLOCKING GROUND WINB SEISMIC FROST WINTER ICESHIELD ' ), The General Contractor and Mason to review plans, elevations, details and notes fo , leformlne Intended heights of finished floor(s) above typical grade. '), INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOWLoAD SPEED(MPH) CATEGoRyDESIGN VEATHERIING DEPTHLINE TERMITE DECAY DESIGNTEMP. JNDERLAYMENTREQUiRED HAZARDS' FLOOD ~llowable sidewall lengths previbed in table 3.t4 shall be, permitted to be increased when NAIL NAIL NOTES !). All footings to rest on undisturbed (virgin) soil, atedor shserwalle are used, Sheathing and ccormctlone shall be in accordance with JOINT DESCRIPTION QTY, SPACING 45 LBS. 120 B SEVERIE 3 FT. MODERATE SLIGHT TO 1 t NONE ~.4,4,2 and 2.2.4 reebectively, TO HEAVY MODERATE : ). Provide 1/2" expansion joint maTerial between concrete slabs and abutting JOIST TO: PER TOE ,oncrefaormasenrywallsoccuringinextedororunheatedintstiorareas. I ).CONNECTIONSAROUNDEXTERIORWALLOPENIINGS: ~ILL, TOP PLATE OR GIRDER 4-SdCOMMON JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ~eeder and/or girder cconectione shall be attached with ~upllft connections in accordance BRIDGING 2 - 8d COMMON EACH TOE , ). Any new sencreta walls being attached to existing concrete structure shall vtih table 3.5. Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATIONATNAILpANELSPACINGEDGES ! ~UPPORTsIAIL SPACINGiN THEAT INTERMEDIATEpANEL FIELD NOTES I e installed with #4 re-bar, 18" long at 12" o.c., Use approved epoxy for installation. 3.5. BLOCKING EACH TOE TO JOIST 2 - Sd COMMON END NAIL 4' PERIMETER EDGE ZONE Sd COMMON @ 6" O,C. 8d COMMON @ 6" O,C, SEE NOTES: 1,3 ! ). Unless otherwise noted, ell slabs on grade fo be 2500 p.s.L, Concrete to be I cured an 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Intador slabs t). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE ~d COMMON ~ 6' C.C. 8d COMMON @ 12" O,C. 3ER NOTES: 1 ( BOTH FIELDS) i ) be minimum 3.112 Inch thick. Ail fill to be compacted to 93% relative density with Mhare a ridge is to he used as a structural beam, the ratters shall either be notched and BLOCKING TO: 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD ~ ," maximum lifts (layem). ~nchored on top of the beam or slope connectors shall b~e attached to each raf~r.te-ridge I SILL OR TOP PLATE ~long the open ceiling part of the building. Connecaone to the ddge and wall shall be be LEDGER STRIP 3 - 16d COMMON EACH FACE ( iABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" C.C. 8d COMMON @ 4" O,C. SEE NOTES: 1,3 , ;). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL NOTES Ix16 cast iron foundation vent for every 150 sq. ff. of area. PER TOE '), Dampproofextarioroffoundationwith btiuminouscoatingaspersectionR406of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMON JOIST NAIL TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I I.Y,S, Residential ConstrucTion Cede. A 3-mil polyethylene film shall be applied over I). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, BAND JOIST 3 - 16d COMMON PER END he below grade portion of exterior walls prior to backfilling. ~11 faateners, hangem and anchom fo be galvlnizad or sfaintsse steel, TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the reef peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ; ,). Drainage as per section R405 of N.Y.S. Residential Construction Cede. .)). Girders for deck jctsts to be bolted to each post with waahere and nuts.SILLBANDoR JOISTToP PLATETO: 2 - 1 fid COMMON FOOT SEE NOTE: 1 31rders on concrete piere shall he anchored with proper atael connectors anchored 2), Tabulated 12 inch c.c. nail spacing assumes sheathing attached fo rafter / truss framing members with G>0.49, F RAM lNG NOTES nto concrete with a minimum 1/2" die x 7" long anchor b~ctt with washers and nuts.ROG FS HEATH I ~IG: For faming membem with <0.42<G<0.49, the na~l spacing shall be reduced fo 6 Inches o.c, ). All framing techniques and methods ae prescriptive design of 1995 aBC High Wind ~). Posts supporting girdem shall be anchored to a 12"xl12"x12" thick concrete footing. I JOINT DESCRIPTION ',IAIL NAIL QTY. SPACING 3). Tabulated 4 Inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0,49. For -:ditlon Wood Framing Conetructlon Manual, Jse a minimum 112" die x 7" long anchor bolt with washam and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inchee o.c, !)~ Unless otherwise noted, all flaming and structural waod material to be ~2 + BTR. )elow grade. Pomhea with covered recta sha~l have 12" dia. concrete plera for the girders. STRUCTURAL PANEL 3d ~,S PER TABLE 3.8 WFCM-SBCWALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING I IAIL SPACING AT INTERMEDIATE NOTES Douglae Fir. 4). Deck joists to have blocking at 8'0 o.c,. CEILING SHEATHING: ~HEATHING LOCATION AT PANEL EDGES ~UPPORTS IN THE PANEL FIELD NAIL NAIL I). Fleers, walls, ceilings and reftars to be spaced at 16 Inches c.c. unless noted 5). A minimum of 10 inch flashing shall be installed ben, sen the building and ledger. IOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) otherwise. [.edger fo be fastened to building with 1/2' dia. bolts with washam and nuts QTY. SPACING 4' EDGE ZONE fid COMMON @ 6" C.C, 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD ~). Unless utberwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed, GYPSUM 7" C.C. EDGE WALLBOARD ~d COOLERS 10" C.C. FIELD INTERIOR ZONE tid COMMON @ §" O.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 ~earing wall haadem to have (2) Jack studs and (2) full length studs on each side of all ~), Concrete piem shall be a minimum 6" above grade, )partings. LVL headere to have (3)jack studs and (2)full length studs On each side of WALL SHEATHING: NOTES , ,pinings. Bearing wall window sills shaft also have (2} window sill plates for 2x4 wall ). Ail joists to be eupported with hangers and anchors. Each Joist shat[ also be anchored NAiL NAIL THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. )penlngs between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire o glrder(s), JOINT DESCRiPTiON QTY. SPACING and blocking where applicable. ). Covered Roofs shall be assembled and anchored the, semi manner as a typical building. STRUCTURAL 8d COMMON ~S PER TABLE 3,9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall i). All flush beamstheadars to be Installed with heavy duty galvinlzed handora and PANELS WFCM - aBC be used. snshors where applicable to all connecting joists. PLUM BIN G N~OTES 7/16, OSB 6d COMMON 3" O,C, EDGE 2). Tabulated 12 Inch c.c. nail spacing assumes sheathing attached to stud framing members with ~). Double up floor jctsts under walls that run parallel fo the ficor Jolat and under bathtubs. ; ). Ail water supply, drainage and venting to be inetalled ,as per N.Y.S. Residential PLY~NOOD 6" C.C. FIELD G>0.49. For framing membere with 0.42<G<, the nail spacings shall be reduced fo 6 Inches c.c. :loore to have ceramic tile installed shall be vedfled for proper Icad capacity unless noted ~onstmstico Code. GYPSUM 5d COOLERS 7" C.C. EDGE on plans. WALLBOARD 10" C.C. FIELD 3). For exterior panel siding, galvinlzed box nails shall be permitted to be substituted for common halle, ~). Provide 2- 1-3/4" thick mlcrelams ( height to match floor joists) areund stairwell and/or : ). Verify septic system with the Engineer for Suffolk Cmunty Health Department apprevaLFLOOR SHEATHING:NOTE: 3thar access opaninga unless otherwise noted (typical), :,). If wall studs, plates or joists are cut out dudng installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ]). Dormere running up roof raters are to be suppoAed by double raftare on either side i ,rovibe adequate bracing and platte to protect and secu~ra the structure, Verify with the QTY. SPACING EXISTING CONDITIONS. MINIIMUM 3000# CAPACITY. 6" O,C. EDGE ehere applicable unless oTherwise noted. ~tata code and manufactura's recommendation for maxi~mum hole aize and spacing permitted. STRUCTURAL PANELS ~d COMMON 12" O,C. FIELD I),prevldeblocklng/bridginglnfloorjoistsatS'0o.c-UsesolldblocldnginficorJoists HVAC SYSTEM NOTES I"ORLESS 1)~PR~V~DE5~"TYPE~X~HEETR~C~F~RE~T~PP~NGAT1~'~MAX~M~M~aTANCEsF~RN~NACCEse~LEAREAs~ under all bearing walls,, ). Mechanical subcontractor Is responsible for adhaarinlg to all applicable codes and safety ' NOTES: =)'~), INSTALLUSE eIMPSONt - co2HANGERaDETECToRANDiN NgCHORSADDiTiON ToWITHsMoKEZ-MAXALARMaTRIPPLEpERPROTECTIVEFLoOR. COATING FOR CONTACT WITH ACQ. 10). Prevlde insulation baffles at cave vents between rafters, Install dratt blocking as 'equlrementa. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed, : :), HVAC subcontractor la to folly coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, Ii). Unless otherwise noted, all roots and walls fo have a minimum 1/2" thick, 4-ply Fir equipment supplier, 1 ). Nailing requirements are based on wall sheathing secuon ~0~.s - F[nEBLOCK]NG ~:-~ED~ Rrebl~cldng shall be provided to cut off all concealed draft openings (both ve~cal and horizontal) ~,DX exterior sheathing grade plywood. Plywood to cover over plates and headers. : ). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing and to fi3m~ an a'Tec~ fire birder be[ween stories, and between a top ~ and the mot space, .3ontractor and owner for final review and approval, is nailed 3" on-center at the panel edge to obtain higher Flreblcdd~g shall be provlbed In wood4Tame censt~cbon In tile following locaters, 12). Unless taherwise noted use 3/4" thick T&G PTa Fir or Advantach plywood subfloor shear capacities, nailing requirements for structural idhered with PL400 edhselve and screwed to floor Joists. Finished floor to be inetalled E L ECTRICAL NOTES: mambare shall be doubled, or alternate connectors, 1). In corbelled spac~ d stod walls and partrdons, Indndlng f~tmd spaces, at the ceiling and floor such as shear plates, shall be used to maintain Icad path. levels, CenceaE~l hcflzont31 furred s~c~t shall also bo §rebk~.knd at Intervals r~t exceeding 10 over subtioor as per manufactu re's Insbu~cos. ). All electrical to be Installed as per N.Y,S. Residential Conctrection Code, ~ Bate er blankets o~ rnlneral or glass fiber shall bo allowed as flreblocklng In walls c~nst~cted using parallel rows of studs or staggered studs. 3). AlE bathroom walls fo have t/2" thick molstura-reststant sheetrock, Garage walls and 2). When wall sheathing is continuoua over connected eillngs and over farnase to have 5/8" thick type-x sheetrock. All other parts of building I). Ail elec~cal work shall be approved by a qualified Umderwdtsr. members,the tabulated number of nails shall be permitted 2), At all interconnectJons bete~en concealed vert~al and ha~zontal spaces sud~ as ~ccur at to be radused to1 - 16d nail per foot. drop ceilings and cove ceilings, ) have regular 1/2" sheetrock. All walls to be taped and finished. I), Install Smoke detectors and Carbon Monoxide defacitors throughout as per section R317 3). In c(~cealed spaces between sbor s~fn~ets at the top and hattom of the run. Enclosed spaces 4). AIl reof with a pitch less than 4:12 shall be installed with an Ica & Water batTler or of N,Y.S. Residential Construction Code. under stairs shall comply wfifl secbon E31~.4,8, N,Y,S. Resldeflhal Q~be, pproved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). At openings around vente, pipes and ducts at ceiling and floor le~el, to reUsl: the ~ae passage e[ orch down type material over. flar~ and predu= of ' fi). AIl sill plates and wood In contact with concrete to be preasure tmatad. Sill platas to s), Fo~ the flrebloddng of shlmneys and §re~plam,,% rotor to Sechan Et001.16, N.Y.S, Eeslbenhal Code. NAIL NAiL NOTES JOINT DESCRIPTION QTY, SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d 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 - aBC LAP NAIL ~EILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - aBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - aBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO ~. - t 6d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O~C, NAIL HEADER TO 16d COMMON 16" O.C, FACE HEADER ~ONG EDGES NAIL TOP OR Bo'n'OM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3- t6d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL :LOOP JOIST, BAND JOIST, 2 - 16d COMMON FOOT ~EE NOTE: t,2 END JOIST OR BLOCKING OCCUPANCY CLASSIFICATION RS RESIDENTIAL BUILDING USE RESIaENT[M. DWELLING BUrLDING HEIGHT TOTAL SQ, FT. OF CONSTRUCTION RESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 1995 aBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWlND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & C02 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 5,6 RELEASE lo GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN VEATHERIING LINE TERMITE DECAY DESIGN JNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHTTO It NONE 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING JOIST TO: PER TOE ~ILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - fid COMMON END NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGER STRIP 3 - 16d COMMON JOIST NAIL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST 3 - 16d COMMON JOIST NAIL TO JOIST BAND JOIST TO: 2 - 1 fid COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHI qG: ~IAIL NAIL JOINT DESCRIPTION QTY. SPACING ~,S PER TABLE 3.8 .~TRUCTURAL PANEL 3d WFCM - aBC NAIL SPACING JAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN TME PANEL FIELD 4' PERIMETER EDGE ZONE Sd COMMON @ 6" C.C. 8d COMMON @ 8" C.C. SEE NOTES: 1,3 INTERIOR ZONE Id COMMON @ 6' C.C. 8d COMMON @ 12" O.C. 3ER NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD iABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NAIL NAIL JOINT DESCRiPTiON QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3,9 PANELS WFCM -SBC 7/16" CaB 6d COMMON 3" O,C, EDGE PLY~NOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O,C. FIELD