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HomeMy WebLinkAbout34525-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 3/2/2011 CERTIFICATE OF OCCUPANCY No: 34851 Date: 3/1/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 9310 North Bayview Rd, Southold, Sec/Block/Lot: 79.-8-12.1 Filed Map No. conforms substantially to the Application for Building Permit heretofore 3/13/2009 pursuant to which Building Permit No. 34525 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: One family dwelling with unfinighed basement, covered front porches and attached two car garage as applied for. Lot No. filed in this officed dated dated 3/24/2009 The certificate is issued to Dibona, Christine & Saraceni, Hem~ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/14/10 R10-08-0005 2/24/11 11603 10/12/10 Ma~,9~ck Plumbing & Heating 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. 34525 Z Date MARCH 24, 2009 Permission is hereby granted to: CHRISTINE DIBONA & HENRY SARAC 321 OCEAN DRIVE EAST STAMFORD,CT 06902 for : CONSTRUCTION OF NEW SFD WITH ATTACHED 2 CAR GARAGE AND FRONT PORCHES PER APPROVED PLANS AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 079 pursuant to application dated MARCH Building Inspector to expire on SEPTEMBER 24, 9310 NORTH BAYVIEW RD SOUTHOLD Block 0008 Lot No. 012.001 13, 2009 and approved by the 2010. Fee $ 3,818.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TO~VN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. 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 Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate sUrvey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and COl/sent to inspect signed by the applicant. 7.e~fi~te~ ~cc~at~y denied, the Building Inspector shall state the reasons therefor in writing to the a !t. NOl/ C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00 Swimming pool $50.00, Accessory building $50.00, Additions to accessory buil 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate ofgccupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Cominercial $ l 5.00 kite ing BLDG. DEPI, lO,tN OF SOUIHO[D Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:House9 gl ONo. ]kJ o v'4~ Str5~'Y'h''?? oO OwnerorOwnersoferoperty: C~vh'_q'-~'~e.. I~- ~t>v'xc~ ~-~:~x ~'~ Suffolk CountyTax Map No t000, Section "~ Block ID ~ Subdivision ]~/~ v~ Hamlet Lot I aD , ~, 6~-~4 V~ ea.0a ~'XOc_¢ ~. ~t--c~ Filed Map..3/t ,~]. O t Lot: Permit No. ..~ y_q"~ $~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Date of Permit. Applicant: Underwriters Approval: Final Certificate: ~/' (check one) Fee Submitted: $ Appl' a~nt/~u~e~~'~ SUFFOLK BUREAU ol E ~ E C T R C A., I N S P L C I 0 R S. r~ C 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maik SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In ~'nspection Date: Application No.: Hubbard Electric Certificate No.: 11603 May 13, 2010 Final Inspection Date: Oct 12, 2010 11603 Building Permit No.: 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: Dibona Saraceni Site Location: 9310 North Bayview Road, $outhold, NY 11971 Owner's Address (if different): [] Residential [] Indoor [] Basement [] Service [] Shed ~J Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [] Renovation [] Second Floor [~ Attic [] Garage ~ Addition ~ Survey Other: INVENTORY Single Phase 300a Heat gas Duplex Recpt 79 Ceiling Fixture 20 HID Fixtures Three Phase Hot Water GFCI Recpt 15 Wall Fixture 37 Smoke Main Panel 2-150 AC Cond 4 Single Recpt Recessed Fixtuce 104 CO Detect Sub Panel AC Blower 4 Range Recpt Flourescent 2 Smoke CO Combo Transformer Appliances 2-dw Dryer Recpt 1-30a Emergency Time Clock Disconnect 2-150 Switches 100 Twist Lock Exit Fixtures Pumps GFCl Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 6 Other Equipment: 6 paddle fans, 2 ovens (60a), 2 arc fault circut breakers, 1-17 kw generator, with 100a transfer switch 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: Hubbard Electric License No.: Inspected By: Roger Richert Date Of Certificate: Oct 19,2010 Hall, 33095 Main Road BUILD[NG'DEPARTMENT TOWN OF' $OUTHOLD Fax (63[) 765 ;~. Telephone (63,) 'ck CERTIFICATION lead I certify that the solder used irt the water supply system contains less than 2/10 of l% t--'- (Pl~-mbers Signature) Sworn to before me this ~.,~ o[ Nolary Public County DENISE KING Notary Public, State of New York Registration #01KI6041757 Qualified in Suffolk County My Commission Expires May 15, 2 ¢ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~OUNDATION 1ST [ [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE '~'- a~L~-~ -'- °D INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ]FOUNDATION 2ND ~X~ FRAMING ~ ] FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECI'ION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [~ROUGH PLBG. I/~J~NDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~/] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:, ~/~/-'~--~ l ~/~~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PEk,- i.ATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ^ -~ - '~:TE~ --~SPE~TO~~--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESAJ-..~I~INSFECTION [ ] FIIEIIESISTANTI~#STRUmZrlOfl[,/~RESISTANTPENE'TRATION REMARKS:__~~-~ DATE INSPECTOR INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~UL-"A'rl-ON [ ] FRAMING / STRAPPING [/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 F1.E.ES,S~J.T C0.ST.~ I I n.E.ES,ST~,~ REMARKS: ~2~/~ ~ DAI'E ~/~~A//~ INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Disapproved a/c Expiration lC' PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, bef~capplying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check _~Neptic Form .Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Ma. to: P.4 Phone: "~93 ' 4 4- $' Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,2O 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 promises 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. fi 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. /Q "~'gna~nt or name, if a corporation) t0Vlailing address of applicant) ] (c/~) / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~4V,~ gr~/~fAs~__AJ g ~]i~[~.,~- ' on th~ tax ro!!'or lares{ deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street / Hamlet County Tax Map No. 1000 Section 7 ~ Block ~? Subdivision Filed Map No. Lot /2. t Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~v,t~ f__- ,4%'t) 7'-- b. Intended use and occupancy ff/AJ~6~___ t~,4r$'//(.~/ / 3. Nature of work (check which applicable): New Building 7 Addition Repair Removal Demolition Other Work 4. Estimated Cost Alteration (Description) !i 11 ........ "-'~:~t (To be paid on fihng th~s application) 5. If dwelling, number of dwelling units ii[ !il l~bcr,pf~lliqgt/tnits on each floor_ If garage, number of cars [~;i ~ ~I t:,~ ~iJ; 6. If businesskcommercial oLmixed occupa~y, specif~, n~2~d extent of ~ach t~e 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 Heigh[ Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot: Front / Rear Rear _Depth Depth 10. Date of Purchase Name of Former Owner tuner' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO ~4- Will excess fill be removed from premises? YES__ NO [fl~ (3o~. Address Phone No. ~~ F~ Address PhoneNo 7~ Address Phone No. 14. Names of Owner of premises Name of Architect ,xt,4,~-~/d Name of Contractor __NO 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 BEk~kEQUIRED. 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 OF~p,. I I(1_ ~9/~ fAA ~(~41 ./1..~-- being duly swom, deposes and says that (s)he is the applicant (Iq~m~ ~f-indi(idTafi~ signing contract) above named, (S)He is the 1~'~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true 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. Swomt b~reme~,A ~ ~ ¢ dayof~~ 20©~ Notary Public BARBARA A~N RUDDER ] dotary Pub ic, State o( New York ~lo 4~55B05. Oualiliod )n. Sui(oik county,..//~.~ , t oomml,,',n Ex?re' Apfl114'- Si~at~e~f ~plicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSE88MENT FORM Ijem Number: PROPERTY LOCATION: $,C.T.U.#: THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMISEION OFA [0~ 7 ~ ~ I~., ~ STORM-WATER, GRADING~ DRAINAGE AMD EROSION CON'FROL FI. AN Oistrlct Section nlock tot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NI~W YORK. (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Yes N_2o 1 2 Will this Project Retain Ail Storm-Waler Run-Off Generated by a Two (2*) Inch Rainfall on Site? (This Ilem will include all run*off created by site clearing and/or construction activities as well as afl Site Improvements and the permanent creation of impervious surfaces.) Does Ihe Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFiowl 3 Will this P~-oject Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Maledal wi(hin any Parcel? 4 Wltl this Application Require Land Dis[urbing A~ivities Encompassing an Area in Excess of Five Thousand {5,000) Square Feet of Ground Surface? 5 is there a Natural Water Course Running through the Site? Is this Project within Ihe Truslees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? 6 Will there be Site preparalion on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious SurCaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town dghl-of-way? 8 9 Will this Project Require the Placemenl of Material Rernoval of Vegetation and/or tile Construction of any item Within the Town Right oPWay or Road Shoulder Area? (This item will NOT include the Installatlon of Driveway Aprons.) Will (his Projecl Require Site Pfepa~aliun v, ithin file One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered withaCheck Mark in the Box, aStorm-Water, Grading, Drainage & Erosion ControI Plan is Required and Must beSuhmitied for Review Priorto ssuance of AnyEuilding Permft~ EXEMPTION; Yes No Does this project meet the minimum sla~dards for claCsificatio~ as an Agricultural Project Note: If You A~swered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan i$ NOT Required! STATE OF NEW YORK, That I, .~.~ ~ bcmF dul~' swo, n dcp<,srs ;md says (hat tm/she i; dw app~c~t for Pem~k, m;&c ~d file tJds apl)licaUon ,,o,.,, No 4855805. ~ ' ' Uoun , (Signature of ~pli~nt) FORM - 06~07 ~BUILDING PERMIT EXAMINER CHECKLIST Applicant: (q~t,~0~:l~'ff~o.~ ~ ,L C~~' Arch'tect/ngmeer:~oxJ( ~o~~ , Estlmated Cost: SCTM~ i000- 7¢ - ~ -/~./ SubdMsion:~r~v/e~ Zone: ~C Building Permits (Open/Expired): BP -Z / C/0 Z- , Info: BP -Z / C/0 Z- BP -Z / C/0 Z- ,InG: BP -Z / C/0 Z- , hffb: BP -Z / C/0 z- Single & Separate Search Required? Y or'Determination: ~ ~ ~'V tSt ~ REQ. Lot Sizl:: 0000 .~¢kCT. Lot Size: REQ. Front~_ ACT. Front ~Q Side.ACT. REQ. Height ACT. Ileig~t Project Description: Waterfront? Y *Date Submitted:_~'~ /3 /O6/O~* Date Reviewed.~ A/ flO6/O~ Conforming? Pre COs? _, htfo: , Info: REQ. Lot Cox,. ~97~' ACT. Lot Coy. Sid~- ?~'ff REQ. Rear~'7'5 If yes, water body: ADDITIONAL APPROVALS REQUIRED Suffolk County Health0or N- If 5'es, *Bed#: & *Dat~////t:~¢Pei'mit#: - If no, certification required: Y or N P, eceived: NYS DEC: PRE-DEC9/I/T5 Xlr O1'~- l)atCl / / I'ermi~ ii: or NJ LeHer- Notes: _ Panel# Flood Zone: Bnlld~ead/Bluff Dislance: ol N,I Loller- Notes: - Noles: Southold Trustees: Y Ol ~)- Dale: / / Permit #: Southohl ZBA: Y or ~/l)ale: / / Permit #: Sonthold Plamfing: ¥ o,'i'4-Daic: _~//~/Oi/ Permit #: Town Landmark C of A: Y o~pDTE: / / Notes: ~ *NYS COl)Ii; Compliance (page 2): Y or N Fee Structure: Foundation: First Floor: Second Floor: ~ ? ~' SF Other: '~eAc'X~ ~©~-- SF Total: ~SF Calculation: - + hdtial Fee: $ ~'Yo~o0 + Additional Fee ( ): $ 2. ( SF)- ( SF) SF X $ =$ + hritial Fee: $ + Additional Fee ( ): $ TOTAL: $ ~~_D NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 L~ Wind Speed: 120MPH ~ Seismic Design Category: B Weathering: Severe c/ Frost Depth: 36" JTermite: M~H ~'- Decay: S-M Design Temp: 11 t// Ice Shield Underlay: YES t/ Flood Hazards: /'-) [ tax USE/OCCUPANCY CLASSIFICATION: ~ % HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINrEEREDfPRE~ FULL FRAMING DESIGN ELEMENTS'~)~N HEAl)ERS: Y/N XWALL STUDS: Y/N CEILING: JOISTS: Y/N FLOOI*. JOISTS: LU~IBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATION~:,gN WYNI )OW AN [) D O OR S Gl [ E])[ )I.E: MISS1 A~. TEST RE~UIREMI~NTS:~ LIGHT NA[L~G/CONSTR[ JCTION S( .HEDULE. ME~S OF E ~RESS: LOCATION OF FU~E PROTE( '~ION 1: ()UIPMENT: GIi(DEI>.$: 1{O ( ) F I~.AI~"I'EICq: YfN V~'IN D: CERT[FICATIO~ ENERGY CALC TOTAL COMP1 ,IISNC'E? Y/N (RETUI~,N TO PAGE ONF~) November 8, 2010 Pam Hunt 110 Long Neck Blvd Riverhead, NY 11901 Tek'phone (631) 765-1802 Fax (631) 765-9502 BI JILl)IN(, DEl AR 1 MEN 1 TOWN OF $OUTHOLD RE: DiBona/Saraceni, 9310 North Bayview, Southold TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occuancy: ,. x~ Application of Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. ..~ Afeeof ~:0~0 .. Final Health Department approval. .. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34525-Z New Dwelling BROWN SILT ML TEST HOLE DATA DATA FROH: McDONALD GEOSC/ENCE (631)765-3677 q/21/07 SEAWOOD DRIVE EASEMENT IOP£N SPAC£ / OPEN SPACE EASEHENT REVISIONS: // 0 SURVEY OF LOT 1 MA? OF NORTH BAYVIEW ASSOCIATES FILE No. 10583 FILED ON MARCH 13, 2001 SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-12.1 SCALE 1"=60' SEPTEMBER 26, 2001 MARCH A, 2008 ADDED SPOT ELEVATION MARCH 6, 2009 ADDED PROPOSED HOUSE AUGUST 4, 2009 FOUNDATION LOCATION AREA = 135,240 sq, ff. z°w ~ 22s. ~0 4D CERTIFIED TO. HENRY R. SARACENI CHRISTINE DiBONA LAWYERS TITLE INSURANCE CORPORATION NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEER FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2, ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS;,~O~ UNAUTHORIZED ALTERATION OR ADDITION TO THIS 3URV~/' is A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THiS SURety MAP NOT BEARING THE EXISTENCE Of RIGHTS Of WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corw,n III Land Surveyor NYS Lic No 50467 PHONE (651)727-20B0 OFFICES LOCATED AT 1586 Main Rood Jomesport, New York 11947 Fox (631)727 1727 MAILING ADDRESS NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~ CERTIFIED TO: HENRY R. SAEACENI CHRISTINE DiBONA LAWYERS TITLE , 04.D INSURANCE CORPORATION SEPTIC SYSTEM TIE MEASUREMENTS  HOUSE HOUSE CORNER [] CORNEREB~ SEPTIC TANK OOVER I 52' SEPTIC TANK COVER 2 54' 36' LEACHING POOL COVER 5 59' 49' LEACHING POOL COVER 4 69' 44' SURVEY OF LOT 1 MAP OF \, NORTH BAYVIEW ASSO( ~°P/~5FILE No. 10583 FILED ON MARCH 15, 2001 SITUATE BAYVIEW TOWN OF' $OUTHOLD $UFF'OLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-12.1 1" 40' SCALE = SEPTEMBER 26, 2001 MARCH 4, 2008 ADDED SPOT ELEVATION MARCH 6, 2009 ABBED PROPOSEB HOUSE AUGUST 4, 2009 FOUNDATION LOCATION NOVEMBER 5, 2010 FINAL SURVEY DECEMBER 14, 2010 ADDED DISTANCE BETWEEN SEPTIC SYSTEM FEBRUARY 16, 2011 ADDED ROAD DRAINAGE STRUCTURES ........ .... "~'R]~-= ~,5',~40-sq ff. N.Y,S, Lic. No. 50467 WATERLINE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. laoksen, Jr. LS, Joseph A, Ingegno L,S. PHONE (651)727-2090 Fox (631)727-1727 REVISIONS: ~ ', ~':::::::.:; ....................... ,, ,~ ......... .." "b/ ', ~ -~---~ ................................ , **,*** / ,, ~ t, , ~ IV ~ .. ~...::::::..-....~ ~~" N ~ [ ~. ~J ,.'7 X ~ ...... ., ~ . ~ m o SU~PL y SyST~M OANNOT ~,~ '.. ~ .... ~ '~ I ~ ........... ~--~,~z~:¢,~ ~" / ~ ~ ":~> / /._~o~~ %% .... .0,.,..,,,, /, ,,.o.,~.. · ,0,.,~ WITHOUT CERTIFICATE / ~'/ ~ ~ '"' -. ~ ~¢~, / [ OF OCCUPANCY ~ .......... ~*~ ~ WATER LtNEs NEED APPROVED AS ~OTED ~ ~/~ '~Y~. /) )/d 7~5-1802 8AM TO 4RM FO~ THE ~ ' ~ 4. reAL- COUSmUCTtON UUSr q SmT~ ~.EPE.ATmoN:.l----[ ~%N ALL CONSTRUCTION SHALL MEET THE ' 1) EXCAVATION MU~T NOT BEGIN UNTiL THE LOCAtiONS OF U NDERG~OU N D ~[AE~, ~ /~~ REQUIREMENTSyoRK STATE, NoTOF THERESPONSiBLE;CODES OF NEWFoR CA.L~S AN~ PmP~ HAVe ~S~N MA~Km O~ UNTtL vmmF,C*T~ON F~O~ UTmUW 2) CONTRACTOR AND EXCAVATOR SHALL IN~PEET pAOPEA~ FOR EX~STING UTtLITIE~ I ~/ DESIGN OR CONSTRUCTION ERRORS. [ / UNDEBW~ITE~8 CBTIFIOAT[ 4) RETAIN AS MUCH TOP SOIL A~ POSSLBLE TO PRESEI~VE THE ENVIROMENTAL ~ ~¢'~"~ PURSUANT ~0 cHAPTER 236 · SITE · ) WHEN THE TOP ~OmL ms PAESERVEB, T~L THE SO~L ~mm, AND THEN REMOVE TO A SAFE LOCATION WiTH A FRONT END LOADE*- SCALE: 1" = 30'-0' 6) ¢OUNbATION EXCAVAT~O~ SNOULD BE A~ LEVEtL AS POSSIBLE. ~ ELEVATION A). IF TH~ DEPTH OF EXCAVATION II 6 FE~ OR L~SS, OUE~ DIG BY )- 4 F[~. B) [F THE EXCAVATION IS DEEPER THAN 7 ~EET, TIHE SIDES MU~ BE SLOPED NAILING & cONNECTIONS OU~A~DS AT A 45 DEGREE ANGLE ABOVE 4 TEET OB IN~TAL[ SHO~INO. REQUIRED. ANGLE AT ~HtCH THE SLOPE ms ~AB LC. US~UALLY BACK TO A SLOPE OF 2'1 ~EA~FY SOIL CONDITIONS).~ DO NOT PROCEED WITH A) AN UN SHORED VERTICLE CUT SHOULD NOT E~CEED 5 FE~ ON A SLOPED SITE, ORIV~AY SHOULD BEINSTALLED / FRAMING UNTIL SURVEYoF THE'~~]'J~~~~l~ BI. PROTE~ GRASS. TREES AND OTHE~ PLANTS ~HE~ER POSSIBLE. OF FOUNDATION LOCATION ,~._:. ~ ~ lo]. DO NOT CLEAR CA EXCAVATE LARGE A~EA$ TO TA~ IN ADVANCE Of CONCLUSION.HAS BEEN APPROVED. ~,~ ~,' Il) LIMIT EQUIPMENT T~FFIC mN AND OUT OF THE JOB sITE - DO NOT DELVE OVER ¢,~~ ~--J~ SCALE. ~HEKE V~HICLE~ ENTE~ THE JOB ~ITE ALL CONSTRUCTIO:'4 SHALL .~?.: bIEET THE REQU[REMEHTS CODES OF NeW 5 L x ,,m ATE EAST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" _., .... ~~=: ~ ~V III1~~' ,,,, ,~,,,,, ,,,, ,, SOUTH ELEVATION SCALE: 1/4" 1'-0" ,, ~' I ' ; ....... 1 ~ ' ' 11'-0'z2" 11'-'9',¢' , 11' Ovg' 11' 0'/2' , . ~ ,OST ', ~oF , ' - ...... ' -:~ ~1 I ,----------.r I , ~ .................... -._,.-, , ~,' ' ¢ ~ ' --- ' (MINIMUM (3)) ~PICAL) ,' , ~ ~ , , ': ' I , . . , ,..--~-, .... , , ; -. I ~ ' ,I ~ m --I ~ ,' :LEDGEA"OAKDTO BE FASTENDED ~ ', I , : , ,? -;~ ? · ,'~~ ,>,, ~ UNDI~TUAB[D SO~L ~P ~ 3'-2"X1'-2" CONC PiER w/ ~, EXTEK~OR OF FOUNDATION~ AbE SCALE: 1/4"= 1'-0' RE~ OF THE AND POSITIONED SO THAT THE POINTS OF THE SQUARE ME~ THE CONTROL OPENING SIZES ~ITH G,C, PRIOR TO BUILDING FORMS, PROVIDE AREA ~ELL CONSERVATORY EXPOSED BRICK '9VUHD3226 WUIFDgOTO XX b :~ COLU~)LI ~/TJ~ 2 · '~JUDH3226 CLOg[ CLOSET 'x10UHD3226 (3) I-3/4X14 ML FL HDR, KITCHEN 2 PANTRY 3 '¢dU DH3226 ENTRY OPEN MASTER BEDROOM No, 1 GARAGE ML HDR DINING ROOM COVEREI~ PORCH 25' i0" 1/32" 3-~X/UDH3226 ~'-o"XT'-." [ b', COVERED PORCH WUHD3226 3' STONE APRON w/ TRENCH DRAIN ~ PRO~"~NORTH 1ST. FLOOR PLAN SCALE: 1/4" = 3_'-0' LOCATION A~EA LIVING SPACE3004.1 gQ, FT. GARAGE 610.1 SQ. FT. / REVISIONS: I , I ,, " " '° ~ " " " I''~ ..... ,,-",'" ' ' % I ' ~ , .'~1 , ~ ,/~ ~ ~ : ~ ~ : / , I I ~em~n ~nn~a M 2 ~ ' WALK IN CLOSe' * ~ MA~TER BATH No. 2 / ~ I ~ ~ ~ 2-0' k ~ ~ ~ I w/~/EATHERSTRIPPING & : ~ ~ ~ ...... ~ ~ : BATH No. ~ ( / m) ~xa ~F~ H ~. / EXERCISE ~OOM , - ~ ' ~ I/l[///l//N~HilH?llllll ,m~ . x ~ % ------ ~ OFF,CE ~,~,~o,,, LOCATION AREA ,).EXTERIORSHEATHINGTO,E~/B THICKFIRCDXPL~OO~. AND2X4~AL~ATRI3. 2ND. FLOOR~, ~,~PROJE~ NORTH LIVING SPACE 1923.6SQ.FT. OTHER~I~ENOTEB. ALLOPENINbSOVER3~.TOHAVE2.JACK~U~S SCALE: 1/4" = 1'-0' ~ STO RAG E 862.1 SQ. FT. MICROLAM HEADEA$. INSULATION I'-0" FROM EXTEAIOR ~ALL PLATE INTO CATHEDRAL ROOF PARTS, SCALE' 1/4"= 1'-0" LOCATION AREA LIVING SPACE 1923,6 SQ. FT. STORAGE 862.1 SQ. FT. I, ~ ,, ~1 / ~ ~ ~ ~ ~ / ~, ~ · ...... ~ -- = ~ , ,~ ................................................................................ ,, . ,, :/ , : x ',', ~', ~-~/4x 4 ~b ~ ~¢~ , ,, , c ,, , ~ , ~ ~ ~ I , ' ,, ,, , ~ ,, ~, X ,, / , ,~ ,, / , , ~ ;:/¢ ~', - ,, / ,, ,, . z /~ ~ J: ~ ,, ,, , - .......... % ..................................... ', ...... ~ , ~ t~ ',~ ~,, ,, , , ~+ . , ~/ , ~~_~',~ , ~ .- ~5¢ , . , ,t, , ~ .... t ............. ; ~',, ,; ,,; ~' '~ / x~ -- ........ ~ ~ , ~ %~ ,,,, ~ ' ' ,, ~ ' ............. , ~, x ~+~ ..,~ ' ', ~ / ~ ~ ~ .............................. T-- ~ r ,' ,~ ~,~ ~ ,, ,,, ,,'/ ~ ~ ~ ....................................... ~ , ,~ ~ ~ , ,, , - , ..................... ~ ' ____ ~ ,. ................ - ............... ', ............................................................ ~ ........... ', ~~ ~ ~ / 2 ...................................... ~---~--; % ~ ~ , ~~ , ,, ~ / ~ ,, ~ ~ , ~*~T~ ~ ......... / Z SCALE: 1/4" = ~'_ 01 V~LL~ ~ND NIPS. IN¢TALL T~PE 30 FELT UNDE~LA%~T, ~[TNoN EACNSHIN~LE~sIDE, LAPPIN~oN ~OoFsTNB~ITNVALL~LE~ THANF~SHIN~&d2 5LOpE,NOT LES~FL~NiN~TN~N ~" THE PLAT SIDE ~5 THE NAILIN¢ 5U~PAOE. ~O NOT LAP LATE~5 OF CEDAR I~2, CONTRACTOR TO vE~lF~ ~ND INSTALL ADEQUATE VENTILATION, MENT5 SCALE, 1/4"=1'-0" A-6 INSULATION: VB iT b-r. & 2ND. FLOORS: R38 2X4 INTERIOR ~ALLS: 3/4Xl1-7/8 MLAIDGE 2X6 INTERIOR ~ALLS: R19 m (2) 2X6 ACQ SILL PLATE ~ Wi0X3~ ~EEL :Z ~ ............... SECTION A A COFFERED CEILING DETAIL- : CEILING 5-]1/4" SPRUN$ CROWN CEDAR SHINGL~ ROOF INSTALLATION INSTRUCTIONS: CEDAR S~INGLE $ID~ALL INSTALLATION INSTRUCTIONS 5). CONTRACTOR SHALL APPLY [CE a ~ATER BARRIER ALONG PERIMETER, THE CENTERL~NE OF VALLEYS. ALL VALLEYS 5HALL 8E IN~ALLED . 6). USE LEAD-COATED COPPER FOR MASONRY CHIMNEY F~SHtNG. CHIMNEY SHOULD EXTEND 1I" ON EACH DDE. USE LEAD COATED COPPER OVER GIRDER ~AC~ OF CHIMNEYS, CURVES OR SIM[~R VERTICAL SURFACES, TH~ THE ~UW LIN E OF THE FOLLOWING COUR~R OF HOMIE SLICKER. COVER ENTIRE WALL SURFACE ~HER~ER S~DING MATERIALS WELL BE ENSTALLED. SlDINa MUST SE INSTALLED ~ITHtN 30 DAYS OF PRODUCT ~ ,~ ~:~ ~ ~ ~ ~"~ a" PC FOUNDATION SHALL BE CARRIED NOT LESS THAN 10" UNDER THE SHINGLES. ~EP IN~AL~TION PER MANUFACTURER'S IN.RUCTIONS. m 2-2 X2-2 X, ,?; 4X4X,/4 ~ IIl~] ~ ~,'?, DAMPPROOF EXTER,OR NO LESS THAN 6' IN ALL DJR[C~ONS AND SHALL "E INSTALLED TO ~P 7/I S" HORIZONTAk MAXIMUM M~" HORIZONTAL. ~TAPL~S DRIVEN JN COURSE ABOVE. FASTENE~ SHALL BE ~A[N LESS STEEL ~YPE ]04 OR ]1~). AND SHED ~ATER TO THE ~HINOLES ~ELO~. ~ROVIDE F~$H[NG ALONG THE SAME LOCATION AS NAI~ RELATIVE TO THE SLUES AND ;] ~ ~ 4" CONCRETE $~B ~ j ,~' .% ~ J~ ~'~ VENT S" PC FOUN DATJON DAMPPROOF EXTERIOR RIDGE VENT (I }( 6X4X1/4 5'FEEL COLUMN SKYLIGHT OPENING SECTION C-C SCALE: 1/4" = 1'-0" RIDGEVENT 3/4I' SUBFLOOR 14" TJISSO WOOD-L FJ ~16"OC / ~) ~ / [, /> l/ I' 3/4" ~UBFLOOR SECTION D-D ROOF VENT 3"~ ROOF VENT SLOPE" 1/4 PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N,T.S. 3"~ROOFVENT HOUSE SEPTIC SYSTEM TRAP REVISIONS; A-8 SCALE: 1/4"= 1'~0'' / MULTIPLE PLYWOOD ASSEMBLIES TYPICAL DOOR OPENING 2- ~x4 DF#2 STUOS CONNECTEp (LESS THAN 4'-0X8'-0" OPENING) OR 6ALVINIZEB BOLTS W/WASHERS ,,NUTB,2,-o"o.c. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ~PZ~L ~ULT~PLE OPENINGS AS PER TABLE ~609.L4~ N.Y.S. RES. CODE'. ALTERNATIVE FOR OPENING PROTE~ON (ZF NOT USING ~PA~ GLO,NC) g~ (~ORE THAN 4'-~X8'-0" OPEN,N6) i ~, ~ i ~ SCAL[; U4":~'-O" AND M~IMUM PANEL SPAN OF 8 FE~ SHALL BE PERMI~ED FOR OPENING PROTE~ION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ~ ~ ~ ' E.b,~.,~ 23, 2009 COVER G~ZED OPENZNGS W~H A~ACHNENT HARDWARE PROVZDED, (REFE~ TO SE~[ON ~609,L~, ~609,6,5 AND TABLE ~609,L~ OF N,Y,S, ~ESZDENT]AL ~~'~ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WZNDOWS AND DOORS. SHU~ERS MUST BE MARKED FOR WHAT OPENZNG IT IS TO COVER, HARDWARE MUST ACCOMPANY SHU~E~ FOR INSTALLATION, REVISIONS' ...................... STORM SINGLE BEAD HA~ ROUND GU~ER STANDARD 5" - NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL ~PACE: WIN DOW$ AN D DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CON,TRUCTION, IF APPLICABLE, MUST BE II RE S ch eck S oftwa re Ve rs iD n 4.1.3 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, 2om ) Janco 2er :i 'ica :e 1). INSULATE HEADER UNCONDITIONED BASEMENTS: ~ m 2). SEAL DRY~/ALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THJE BASEMENT. REFER TO PLAN' FOR REQUIRED R-VALUE 3). SEAL BET'¢JEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETX,V,/EEN TH£ BASEMENT AND CONDITIONED FIRST FLOOR- BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ~ 1 ALONE NOT ADEQUATE. 4). SEAL DUCTS 'N ,ASEMENT. 5). SEAL AIR LEAK$ IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME Report Date: 03/1 2/08 AND VOID THE WARRANTY. FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: Data filename: C:\Program Files\Check\REScheck\DIBONA AND SARACENI.rck PLUMBING AN D ELECTRICAL: l). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2), APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Energy Code: 2007 New York Energy Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MU~T 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Construction (:;;ode BE SEALED. 4). CAULK OR USE ADHESIVE B~EEN DRYWALL AND TOE PLATE, Location: Suffolk County, New York RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Construction Type: Detached I or 2 Family RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Heating Type: Non-Electric CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3, EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. (~lazing Area Percentage: 1 80/0 INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2), CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Heating Degree Days: 87~0 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283), UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD, NEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Construction Site: Owner/Agent: Designer/Contractor: BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Dibona and Saraceni MARK K. SCHWARTZ, ARCHITECT SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 9310 North Bayview Road PO BOX 933 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER Southold, NY CUTGHOGUE, NY 11935 FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL 15 THINNER THAN WALL CAVITY, ~-Oz MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. 734-4185 ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION ~;TUD TO TOP AND BOTTOM PLATES. Compliance: 18.5°/0 Better Than Code Maximum UA: 844 Your UA: 688 r,~ PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WA[LL: SEAL ALL EDGES TO MAKE AIR BARR:IER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WlTIH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROU~GH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST W~ELL ENOUGH TO PREVENT WINDWASHING. Ceiling 1: Cathedral Ceiling (no attic) 304 30.0 0.0 1 0 r.~ 3). SEAL SUBFLOOR JOISTS WITH AD)HESlVE, HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCK. lNG. THE Ceiling 2: Flat Ceiling or Scissor Truss 2786 30.0 0.0 98 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL W~II '1' Wood Frame, '16" o.o. 2574 19.0 0.0 113~ z MINIMUM EFFICIENCY ~TANDARDS. AI-rACHED GARAGE: 'Window 1: Wood Frame:Double P~ne with Low-E 367 0.310 114 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. Window 2: Wood Frame:Double Pane with Low-E 198 0.290 57 CONTROL5 MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Door 1: G lass 80 0.310 25 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LO'X/ER PiPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROLJGH BLOCKING. Door 2: Solid 40 0.300 1 2 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM ANID REDUCE POTENTIAL PROBLEMS, Wail 2: Wood Frame, 16" o.c, 2128 1 g,0 0.0 11 6 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO Window 3: Wood Frame: Double Pane with Low-E 203 0.310 63 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WAtLL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THiN PROFILE STRUCTURAL SHEATHING, CAULK AT Floor 1: All-Wood Joist/Truss:Over Unconditiened Space 3090 38.0 0.0 80 TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUIGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR, BARRIER ON THE WALLS AND CEILING BEFORE with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. Code requirements. When a Registered Design Professional Ihas stamped and signed this page, they are attesting that to the best of his/her DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE, UNCONDITIONED SPACES, AS INDICATED IN ECCCNY~ 503.3.3. FLEX DUCT MUST HAVE knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102,5.3), KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWL.SPACES 1). SHEATH WALL BETWEEN WALL A,ND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. ~HENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY ggALL PLATE USE INSULATION BAFFLES. Name. Title Signature Date IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BEl%~EEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALLPLAT . DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUC'IRX/ORK (ECCCNYS 503.3.4). ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCT~ORK MUST ALSO BE FULL LOFT: SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE tS NOT ALLOWED FOR DUCT FILL THE CAVITY: ~ OO SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY~ALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE 'ggAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, WRI'rrEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: TO SUCH MATERIAL IS ALSO ACCEPTABLE. iNSULATiON SHOULD BE SPILT ARO~UND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AIND OTHER OBSTACLES; AND SPLIT OVER CROSS .~ REDUCED MOISTURE: BRiDGiNG IN FLOORS. NEVER STUFIF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. C.C. TO CONFIRM THAT THE FAN ACTUALLY ~(/ORK~; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE, INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Projoot Title: Report date: 03/12108 THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. Data filename: C:\Program F es\Check\REScheck\DIBONA AN D SARACENI. rck KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: )'/~,;/',i~' ~ ¢] ~¢,. '~%~"~ JOB #: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE l" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. i].~! ~lr j ~ ~j~ Fcbma,~ 11, 20(]9 A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 2). PROVIDE BLOCKING BE'r~EEN RAFTERS OVER WALL PLATE. ~ i I [~,, '~'I~ SHEET NUMBER' All REVISIONS' . ?,,, JOIST DETAILS ~1,,~ .~rl I~ ~-,~"~ BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING AT WALL ~NDOW H~DER CONNECTION WaLL `.`~~~~~~~..`~~~~..~-`~~~~`~~~.``-`~~~~`~~-~~~~..~.~~~..~~~~`...~..~"~~`~~~~."`~.~~.`~~ ..`"~.~~~`~.~.`~.~.~.~.~.~.~.`.~.~ This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information, WIND LOAD PATH CONNIECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLUIN A 'PF OVE UJP METAL CONNECTOr6 P OPE ESICT NT CONCT U TION. FOLLO M NUF CTU E'5 ECOMMEN E INJT I_L TION INSTRUCTION5 TO ACHIEVE M XIMUM U LIFT LO D C CIT¥. KIND STUDS - SIDEWALL ~ RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ~ 1ST. ADS5 ANCHOR TO FOUNDATION WI ANCHOR DOLTS ~ATH ~ SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPI I" IJOIST DIRECTION With (2) JOISTS. UNDER WALL. VENTS SELECTED AND CATED BY CONTRACTOR AS REQUIRED RIM BOARD -- ~ ~cHIMNEY ~FTER ~" I SLLPLATE(S) ~ ~~ ~ WALL SHEATHING ~ ~ ~TE~ MAINTAIN BARRIERTOLAPFLASHiNG~/~ ~ REA ATTIC SHALL BE PROVIDED WITH A ~ ' FASCIA STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AT WALL - MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS . ¢ / Z ~/ ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/150 OF THE AREA OF ~ GUTTER WOOD GIRDER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~ /, > ~ B~EEN WALL FINISH ANDTHE SPACE VENTILATED MINIMUM NET FREE VENTILATING A ~;~ ALL OPENINGS INSTALL 4'0" O.C ~ .~ / ~ SHALL BE COVERED WITH CORRO8 4" - 8" LST~4 1-1/4"x24" 20ga. STR~ AND JACK STUDS ¢ OFFIT / EXT PL~OOD DN ALL OPENING5 % ~ / /~ . P~OVIDE HEMMED EDGE AT RESISTANT METAL MESH W~TH MESH 8" - t4" LSTA30 1-1/4"x30" 1Bga. STR~~ AND JACK STUDS ~ % / ~ ' - .~~ G~P TO PREVENT CAPILLARY 4" - 6" RAFTER RTl0 1D-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O C. 8. _ t 2" ~FTER PT20 21-1/8" x 20ga. ~DOWN ANCHOE EACH RAFTER 14,- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ~OFFITEP EASE DETAIL I 2ND FLO~R WALL ~ FtLASHING 4 INCHES ' RAFTER RIDGE CAP OF SAME A~HING WRAPS CORNERS, / ~ ~ ~ % ~INCHESANDLAPS NAILED TO GHEATHING SHINGLES AT BASE MIN. 4 INCHES GH VENT WOOD JOIST TOP PLATE GIR 1ST FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ~E~ENT OAPILLA~% AOTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MiI~ 1-t/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3N ALL OPENINGE CONNECT EACH RIDGE VENT FOLDS FROM PEAl( TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTE~PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AiR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1~2" HIGHER THAN ~VL HEADERS 8" - ~6" ~ MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS DN ALL OPENING~ PLATE~ALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUE OF RODF TYP. CONC. FOUNDATION 6 MIL POLY I/2" ~IA. COLT5 DAMPPROOF EXTERIOR GRANULAR FILL , - ~ , . ' ' , ' ' - ' ~ ~-' 6MIL POLY ON EXTERIOR ' ANCHOR BOLT CONNECTION USE WITH 3x5 SQUARE WASHERS ~ , / .' * ,. ~ ~ (USP LBPS58 OR BP583) ~ ~" 8TELL COLUMN (CRAWL SPACE OR FOUNDATION)siLL PLATE TO FOUNDATION I STORY 72"00 T%PIC~L ~EAM ~ETAIL ~PICAL CONC. FOUNDATION. APPLY PILASIERS MiN, 3- STEEL COLUMN ANCHORED TO 24"x24"x1 2" CONC. FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC ~T~ / ~OTTO~ ~]DESOFWOOD~ ~ '~ '~'A '"~ ~: ~ ' ~ ~ ~'~ TQBEAPROX. I/2"ORHIGHERTHAN ~ ,~, ¢ '~ ¢ ,. ~ ,~ ~ STEELBEAMTOALLOWFORSHRIN~GE 12" ' > ,~ ~ ¢ :~ ~ ~ NOTCHBEAMFORMUDSILLIFRBQUIRED-M~IMUM h= ~ b' ~ ' ¢ ~ "],~ ~ ~REINFORCINGBAR NOTCH EQUALS I/4 DEPTH OF BEAM -~ ~ ~ ~ ~ I1--1 I~ ~ JOIST ~., ,~ REINFORCING BAR :~' ,., SHEET METAL'3¢ FELT UNDER BEAM ATPOINT TYPIOALOONC. MONOLITHIOFOUNDATIONREINFORCEWITH(2)~REINFORCINGBARS THIOKEN SLABS BENEATH BEARING WALLS A~D COLUMNS. : 4:~ SHIMS TO LEVEL BEAM ~ ~ PLATE(BOLTBDTOBEAM)/':~q'":~:~' REINFORCEFOOTINGWITH(2)"RE[NFOROINGBARS 3 MINIMUMBEARINGSURFAOEFORWOODBEAM DOO BLOOKOUT A-13 KING STUDS - ~'/ RAFTER ~ ~ WALL STUD SIDEWALL RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS % 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR DOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPI I" I JOIST DIRECTION With (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH &LL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAF APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4 x24 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGEN FOR JOIST NOT ~IRECTLY UNDER PARALLEL WALLS, PROVIDE THEFLOORSTOEACHOTHERW/THREADEBROD. &LLOPENINGS RT3ORRT7 TYBOWNANCHOR ~PLYTOEACHCRIPPLESTUD 2X10 LS210 ~Sga. SLOPE HANGER ~PPLYTOEACHRA~ER/LEDGEN BLOCKING~24"OC AS REQUIRED ATTIC SHALL BE PROVIDED WITH A ~ ' FASCIA STAPPING TO BE ATTACHED TO WALL STUDS ~48"QC AT WALL - MAINTAIN GAP DESCRIPTION APPLICATION ~/ WALL STUD O NOT LESS THAN 1/150 OF THE AREA OF ~ GUTTER WOOD GIRDER FLOOR JOIST THE SPACE VENTILATED ALL OPENINGS INSTALL 4'0" O.C . ,~ ~ ~ SHALL BE COVERED WITH CORROS 4" - 8" LST~4 I-1/4"x24" 20ga, STR~ AND JACK STUDS ¢ OFFIT / E:XT PL~OQD DN ALL OPENING5 % ~ / /~ . P~OVIDE HEMMED EDGE AT RESISTANT M~TAL MESH WITH MESH 8" - t4" LSTA30 1-1/4"x30" 1Bga. STR~~ AND JACK STUDS ~ % / ~ ' - .~~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl0 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND DN ALL OPENINGE INSTALL 4'0" O C. 8" - t 2" ~FTER RT20 21-1/8" x 20ga. ~DOWN ANCHOF EACH RAFTER 14"- 16" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS SOFFITED E~E DETAIL DN ALL OPENINGE G NAILS OUT ~ FtLASHING 4 INCHES · RAFTER RIDGE CAP OF SAME A~HING WRAPS CORNERS / ~ ~ ~ % ~CE~INSHESANDLAPS NAILED TO GHEATHING SHINGLES AT BASE MIN. 4 INCHES GH VENT WOOD JOIST TOP PLATE GIR 1ST FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS AND ALL WINDOW/DOOR OPENING JACK STUDS M~L FL~JNIN~ AT ALL E~VE5, 5[~E~AbLJ. WALL STUD O FLOOR JOIST DEPTH USP NUMBER I ~ xt ~ x r CONC. SLAB ~ ~ 4' ANCHOR BOLT CONNECTION USE WITH 3x5 SQUARE WASHERS SILL PLATE TO FOUNDATION ROOFING AT ~OM (CRAWL SPACE OR FOUNDATION) I STORY 72"OC T%~IG~L ~EA~ DETAIL SILL PLATE TO FOUNDATION 2 STORIES Se" CC 5TELL / DOTTOH WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1~2 STORIES 57" CC ~OOF J~C~5 4 ~NT5 ~ET~IL (SLAB-ON-GRADE) ~ ....... P.T PLATE ~:~ ,. ~ D>"/ ~~i 4~,,,,E,A~_ NOTCHJOISTANDADJUSTHEIGHT . . . . . . . . t/2" AIR S < t ~ ( %.1 ~1~2~ . . (WITH A NAILING PLATE iF NEEDED) ATENDAND '~ ¢'A '~ ~: ~'' ~ ~% ''~ TQBEAPROX. I/2"ORHIGHERTHAN ~]DESOFWOO ~ ~ ,~, ¢ ~ ¢ ,. ; ,~ ~ STEELBEAMTOALLOWFORSHRIN~GE 12" ' > ,~ ~ ~ ]2 ~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED - M~IMUM (BOLTED TYPICAL COHO. MONOLITHIC FOUNDATION REINFORCE With (2)~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS A~D COLUMNS. ; 4- ~% SHIMB TO LEVEL BEAM REINFORCE FOOTING WITH (2) ~ REINFORCING BARS % 3" MINIMUM BEARING BURFACE FOR WOOD BEAM ~E EAH POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLUING OR ~,PPROVED UCP MET,AL CONNECTO~.$ FOR. PR. OPER LUIND RESISTo&MT CONSTRUCTION. FOLLOLU M,BNLJFACTL~RE'$ F~ECOMfflENOED INET,ALLATION INSTI~UCTION5 TO ACHIEVE. T'lAXlhlUl"l UPLIFT LO,AD LEDGER GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN INEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LEDGER TO SE CONNECTED TO BLDG. USING ~L/2" DIA. BOLTS L~16"OC WFFH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION __ RAFTER SIZE JSP NUMBER DF~CR~Fr~ON APPLZCATJON LOCATION USP NUMBER DEBDE[PT[ON APPLZCATION 1). Unless otherwise noted, all framing material to be #1 ACC pressure treated lumber. ~T~:~IR I -OCATION USE NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGE LSTA12 1-1/4"~<12" 20ga, STRAI APPLY TO EACH JACK STUD MI fasteners, hangers and anchors fo be galvinlzed or stainless steel. ROOF LSTA24 l-:L/4"X24" 2Oga, STRAP APPLY OVER RIDGE TO EACH RAFT~ _ 2X10 LB210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGE ET3 OR RT7 TYDOWN ANCHOR LPPLY TO EACH CRIPPLE STUD, 1-1/2" SPACE nto concrete w~th a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ~ I~t~-  ~ RAFTER I) Deck joists to have block,ng a~ 8'0 o c  .~... ~ and over the ledger. Ledger to be fastened to building with 172" dia. bolts with washers WALL STUD O' RIM/DECK JOIST- -~) o ~...~/.~ to girder(s). HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION~ ~ for .nycontact wlthACQ. RAFTER TO PLATE/STUD CONNECTION CONNBCTTO RAFTERTO PLA~ POST-TO-DECK CONNECTION NAILING SCHEDULE EONNECTTO PLATES TO EACH STUE ROOF SHEATHING: I GIRDER/HEADER 0 GIRDER/HEADERROOF FRAMING: ,~ ]OIST POST/COLUMN ~) RAFTER TO 8' WALL: 3-Sd COMMON EACH ~m POST/COLUMN -':' TOP PLATE 10' WALL: 4-Rd COMMON RAFTER TOE-NAIL ~ TOTOPPLATE tB'WALL:4-SdCOMMON JOIST TeE'NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION ~ OVER PARTITION WFCM- sac LAP NAIL IDECK/PORCtA RAILING SPLICED JOISTS OVER HEADER/GIRDER_ 4×4 SOLID COLUMI~ PBS44 / PSSEB4 / KCB~ POST CAP ANCHOR APPLY TO EACH EOLUMN BLOCKING EACH TOE LOCATION USP NUNBE[~ DESCRIPTION APpLZCATION 6x6 SOLID COLUNII~ PBSB6 / PBBE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2 - 8d COMMON ENO NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE2x ~ BOTTOMPLATETO: IMUM) FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL ~OISTS CONNECTED TO A ELUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"0C WITH WASHERS THE PROPER STEEL CONNECTOR, Ii FOR HEADER HEADER/GIRDER-TO-POST CONNECTION REQUIRED -- ~11 FLASHING TUCKED UNDER _ -- -- FLOOR FRAMING 2x JOISTS ~ f.. , ,~'"'~,~, ,o~: ?. o EN~,.~ NDE TO SEAM 3-16d COMMON JOIST NAIL TO JOIST 3-160 COMMON JOIST NAIL LAG BOLTSA~ HOLLOW COLUMN UPLIFT SAND JOISTTO: PER SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE 2-tEd COMMONI FOOT TOE NAIL mM JOIST / RD. SPLICED JOISTS OVER H EADER/GIRDER_ INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION DECK/PORCH LEDGER CONNECTION USEWTDH RT10TYDOWN ANCHORS 4X4POBT PAUq4ORWE44 POST/BEAM ANCHOR APPLYTO EACH FOOTING ,,, .-./~' 6×6 POST PAUBE ORWES6 POST/BEAM ANCHOR APPLYTO EACH FOOTING [i!~"~"~t 'i ;i~'. '~ ~ ~i~ JOINT DESCRIPTIOt NAIL NAIL QTY, SPACING NOTES RAFTER TO 8' WALL: 3-Sd COMMON EACH TOP PLATE 10' WALL: 4-Bd COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE IB'WALL:4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM ~ SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON ENO NAIL RIM BOARD EACH END TO RAFTER 2 - t 6d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT 4 - 1 Cd COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO 24" FACE STUD 2 - l§d COMMON CC. NAIL HEADER TO 16" C.C. FACE HEADER 18d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 1 Sd COMMON PER 2x4 STUD END PLATE TO STUD 3 - l§d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: =LeeR JOIST, BAND JOIST, 2 - 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE ~ILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 ~ 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO SEAM 3· 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMOi* JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 1(id COMMOh FOOT TOE NAIL REVISIONS' QENEF , ,LNOTE5 WIND FRAMING NOTES NAILING SCHEDULE PL. .N CONTENT. : t), RIDGE-TO-RAFTERASSEMBLY:ROOF FRAMING: occu =ANc C' ,P,CATION t-1/4" x 20 gauge strap shall be a~ached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL ] NAIL ~551DENTIAL D~ELLrN~ Whenacollartieisusedinleuofa ddgestrap, thenumberoft0dcommonnailsrequired Q~. ~SPACING NOTES ~UILDIN~ ~SE ~IL~ING HEigHT (SEE ~L~N~) CONSTRUCTION NOTES: ineachendofthecollartieneednotexoeedthetabulatednumberefSdnailsinthestrap. RAFTERTO 8' WALL: 3-Sd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). ~FTER-TO-WALL ASSEMBLY: TOTAL 5~, FT, OF CONSTRUCTION (SEE intent and framing details. They are intended as a construction aid, not a substitute Lateral framing 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 ELATE 18' WALL:4-Sd COMMON JOIST for generally accepted good building practice and compliance with current New Yo~ accordance te table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE A5 PER N,%.5. RESIDENTIAL CONSTRDCTrON CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be a~ached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2oo~ 5~C NJ~H ~IND EDITION, ~OOD F~A~E CONSTRUCTION ~ANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift conne~ions Roofs overhsnging the rake side of the building PARALLEL RAFTER WFCM - BBC LAP NAIL sound and a weatherproof completed product, shall be connoted with upli~ connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F~A~ING ELEMENTS ~5 ~E~ FLOO~ PLANS, C~05~ 5LOTION ~ND GENERAL NOTE5 OVER PARTITION WFCM - BBC LAP NAIL EXT. ~ALCONIE5 2), The General Contractor ~s responsible for ensuring that all work and construction 3), WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DEC~5 40 meets current federal, state, county and local codes, ordinances and regulations, otc. Wall studs above and studs below a floor level shall be ¢~ached with uplift connections In These codes are to be considered as pa~ of the specifications for this building and accordance with table 3.3b. When wall studs above do rmt fall in line with studs below, the TO RAFTER WFCM - BBC END NAIL ATTIC5 rolo 5TO~GE IO should be adhered to even if in variance with the plan. studs shall be aEached to a common member in the floor assembly with upli~ connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTIC5 m/ STORAGE 20 accordance with table 3,3 TO RAFTER END NAIL DE~I~N LO~ C~LCUL~TION5 ~OOF (~OUN~ 5NO~ LO~D) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIME LOAD~ PSF) ~oo~5 (OTNE~ THAN 5LEEPFNG) 40 (DO NOT SCALE DRAWINGS). 4), WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, s~ll plate, or bosom p~atewith uplift ~oo~5 (SLEEPIN~2 4), The designer has not been engaged for constru~ion supe~ision and assumes no connectors. Steel straps shall have a minimum embed~ent of 7 inches in concrete WALL FRAMIN G: ~,~ responsibility for construcflon coordinaflng with these plans, nor responsibility for foundaflon and slab-on-grade, 15~nchesin mason~blockfoundaflons, orlapped under NAIL NAIL NOTES ~AU~D~IL~ (~NT DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING (DESIGNED FOR CAT. C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with 0~e anchor bolts. Anchor bolt ~OSU~E specific use expressed or implied tn the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 ~ 16d COMMON PER FACE NAIL anchor boltsareto bespaced between 6.12inches from~eend cfa sill plate and all TOPPLATE FOOT SEE NOTE: 1 LOA~ P~TH 5BE CONSTRUCTION ~ND~IND ~ATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PA~E 4 ~ENE~AL NOTE ~ INTERSECTIONS EA. SIDE NAIL N~ILIN~ 5CNEDULE 8EE GENERAL NOTE 6). The General Contra~or is to ensure that masonw er prefabra~ed fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE E~E55 5EL FLOO~ ~LAN5 AND ~INDO~ SCHEDULE or exceeds manufac[ure's specifications and applicable codes. Type I e~erior shear walls with a minimum of 7/16 inch wood structural panel on the e~erior STUD O.C. NAIL ~m,= attached with 8d common nails at 6" o.c. at the panel edges and 12" c.c. In the field, and FIRE ~OTECTION 7). The General Contractor is te consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior aEached with 5d cooler nails at 7" c.c. at panel HEADER TO 16d COMMON 16" O,C. FACE (5MO~E ~ 002 DETECTORS) ~ 5EL FLOOR PLAN5 such as bookcases, shelving, pantw, closets, trims, etc. edges and 10" o.c. tn the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b, TOP OR BOSOM 2 - 16d COMMON PER 2x4 STUD END T~U55 DESIGN N/A - 5TANDA~ 5TICK FRAME CONSTRUCTION 8). Wind Icad requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATION5 ~ESCHECK 6). ~PE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM P~TE TO: FOUNDATION NOTES:Type~exteri~rshea~ai~ssha~meetthereq~irem~ts~ftab~e3~15~btimestheappr~priate """ CLIMATIC & GIEOGRAPHIC DESIGN CRITERIA t). The General Contra~or and Mason to review plans, elevations, details and notes to length adjustment favors tn table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD dete~ineintandedheightsufflnishedfleor(s)abovetypicalgrade, 7). INTERIOR SHEARWALL CONNECTIONS'FLOOR FRAMING: s.ow SPEED DESIGN ~EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRE~ H~ARDS Allowable sidewall lengths provided in table 3.14 shall be permiEed te be increased when NAIL NAIL ~ ~ 2), All foatings to rest on undisturbed (virgin) soil, interior shoo,ails are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION Q~. SPACING NOTES 20 LBS. t20 B SEVERE 3 FT. MODE~TE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abusing 2,4,4.2 and 2.2.4 respectively. JOIST TO: 4- 8d COMMON PER TOE TO HEA~ MODERATE 11 concreteor~aso"rywallsoocuflng["e~edoror~nheatedl"teriorareas, 8). CONNECTIONS AROUND E~ERIOR WALL OPE~INGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: EACH TOE Header and/or girder connections shall be a~ached with, uplift connections in accordance BRIDGING 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE ] 4). Any new concrete wells being a~ached to existing ~ancrete structure shall with table 3.5. Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES .... , AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with ¢5 re-bar, 18 long at 12 o,c.. Use approved epoxy for instal]atien. 3,5. BLOCKING TOE 5). Unless othe~ise noted, all slabs on grade to be 2500 p.sJ.. Concrete t~ be TO JOIST 2 - 8d COMMON EACH END NAIL 4' PERIMETER EDGE ZONE ~d COMMON ~ 6" c.c. 8d COMMON ~ 6" O.C, SEE NOTES. 1 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEiLiNG ASSEMBLY: EACH TOE INTERIOR ZONE ~d COMMON ~ 6" C.C. 8d COMMON ~ 12" O.C, SEE NOTES: 1 ( BOTH FIELDS) ~ be minimum 3-1/2 inch thick. AIl fill to be compared to 95% relafive density with Where a ridge ~s te be used as a stru~ural beam, the rafters shah either be notched and BLOCKING TO: 3- 16d COMMON BLOCK NAIL maximum lifts (layers). anchored on top of the beam or slope connectors shall be a~ached te each rafter-to-ridge SILL OR TOP PLATE NOTE: 2 FOR PANEL FIELD along the open ceiling pa~ of the building. Connections ~o the ridge and wall shall be be LEDGER STRIP EACH ~ FACE GABLE ENDWALL RAKE AND RAKE TRUSS ~d COMMON ~ 4" O.C. 8d COMMON ~ 4" C.C. SEE NOTES: 1,3 ~x16~)' CraWlcast spaceSiron foundationt° be prov[dedvent forWIthevewa minimum150 sq. ff.18"x24"of area,aCcess opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST ~ NAiLNOTES 7).Dampproofe~erioroffoundationwithbituminouscoatingaspersectionR406of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE TO BEAM 3.8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y,S, Residential Construction Code, A 6-mil polyethylene film sha[l be applied over 1). Unless othe~ise noted, all framing material to be ~1 ACQ pressure treated lumber. BAND JOIST PER END the below grade poKion of e~efior walls prior to bac~illing, All fasteners, hangers and anchors to be galvinized or stainless steer TO JOIST 3 - 16d COMMON JOIST NAIL 1). For reef sheathing within 4 feet of the perimeter edge or the roof, including 4 feet on each side of the roof peak, PER ~ TOENAIL the4footpedmeteredgezoneaEachmentsrequiredshaflbeused. ~). Drainage as per section R405 of N.Y.S, Residential Construction Code. Girders2)' GIrderSon concretef°r deck joiStSp~ers teshallbe beb°ltedanchoredt° eaChwghPostproperWith washerSsteel connectorsand nutS.anchored SILLSANDoR JOISTToP PLATETO: 2 - 16d COMMON FOOT~ ~EE NOTE: 1 2). Tabulated 12 Inch o.c, nail spacing assumes sheathing attached to rarer / truss framing members with G>0.49, FRAMING NOTESinto concrete with a mlnimum l/2"diax7"longanchorboltwlthwashersandnuts. , ROOF SHEATHING: Forframingmemberswith<0.42<G<0.49, the nail spacing shall be reduced to C inches o.c. 1). All framing techniques and methods as prescriptive design of 2008 SEC High Wind 3). Posts suppoKIng girders shall be anchored to a 12"xt2"x12" thick concrete footing. JOINT DESCRIPTION qAIL NAIL Q~, SPACING 3). Tabulated 4 inch e.c, nail spacing assumes sheathing to rarer / truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" die x 8" long anchor belt with washers and nuts. Footings Shall be 3 ff. AS PER TABLE 3,~ framing members with 0,42<G<0.49, the nail spa,cing shall be reduced to 3 inches c.c. 2).Unlessothe~isenoted, all ffam[ng and structural wood material to be ¢2 + BTR. below grade. Porches with covered roofs shalt have12" dia. concretepiersforthegirdem.STRUCTU LPANEL W CM-S C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have Mocking a/8'0 c.c.. CEILING SHEATHING: SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floom, wails, ceilings and rafters to be spaced at 16 inches c.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the buiMing and Mdger, JOINT BESCRIPTIO~ NAIL NAIL othe~ise. Ledger to be fastened to building with 1/2" dia. bolts with~ washem and nuts Q~. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTES: 1,3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD 7" C.C. EDGE 4). Unless othe~ise noted, all bearing wall headem to be (2) 2x10 ¢2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 10" O.C. FIELD INTERIOR ZONE 8d COMMON ~ 6" O.C ~ 8d COMMON ~ 12" O.C, SEE NOTE: 3 Bearing w~ll headers to have (2) jack studs and (2) full length studs on each side of ~11 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD Dpenings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S HEATH I N G: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be suppoKed wLth hangers and anchom. Each Joist shall also be anchored NAIL NAIL openings baleen 4'1 and 6'0 and 2x6 wall openings baleen 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTIOA THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shaft be assembled and anchored the same manner as a typical building. I STRUCTURAL AS PER TABLE 3.~ t). For wail sheathing within 4 feet of the corneal, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers [o be installed with heavy duty galvinlzed hangers and PANELS 8d COMMON WFCM - BBC be used. anchors where applicable to all connecting joists, PLUMBING NOTES z/~." oas 6d COMMON 3" C.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" C.C. FIELD 2). Tabulated t 2 inch c.c. nail spacing assumes sheathing attached to stud framing members with 7" O,C, EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. Floors to have ceramic tile installed shall be verified for proper Icad capaci~ unless noted Construction Code. GYPSUM 5d COOLERS on plans. WALLBOARD 10" O,C. FIELD 3). For e~erior panel siding, galvinized box nails shall be permi~ed to be substituted for common nails. 7). Provide 2- 1-3/4" thick Tic?clams ( height to match floor joists) around stai~e]l and/or 2) Ved~ septic system with Lhe Engineer for Suffolk County Health Depadment approvalFLOC R S H EATHING: NOTE: other access openings unless othe~isa noted (typical). 3). If wall studs, plates or joists are cut out dudng tnsmllation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormem running up roof refers are to be suppoKed by double rafters on either side provide adequate bracing and plates to protect and securers the structure. Verify with the JOINT DESCRIPTION QTY. SPACING where applicable unless othe~ise noted, state code and manufacture's recommendation for maximum bole size and spacing permi,ed STRUCTURAL PANELS 8d COMMON 6" C.C. EDGE EXISTING CONDITIONS. MINIIMUM 3000¢CAPACITY. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES ~,, oR LESS 12" C.C. rIFLE 1). PROVIDE 5/8" TYPE-X SHEETROCK FI~E STOPPING AT t0'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to alt applicable cedes and safety NOTES: 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-M~ TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10), Provide insulation baffles at save vents baleen rafters, install draft blocking as requirements, i THESE NOTES ARE ONLY TO BE REFERRED TO IF needed 2). HVAC subcontractor is to ful,y coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor ~oists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, JOB # A-15 JOINT DESCRIPTION NAIL NAIL QTY. !SPACING NOTES RAFTERTO 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 ELATE 10' WALL:4-Sd COMMOi~ JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - l§d COMMON EACH END TO RAFTER END NAIL JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 15d COMMON 24" FACE STUD O.C. NAIL HEADER TO 16d COMMON 16" O,C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2×4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIS1 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN IMEATHERgNG LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRE,D.,.3.....~) '~ HAZARDS 20 LBS. t20 B SEVERE 3 FT. MODERATETo HEAVY MODERATESLIGHT TO 11 I~it~ NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4- 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON 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: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT ~EE NOTE: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE ~d COMMON @ 6" C.C. 8d COMMON @ 6" O.C, SEE NOTES. 1,3 INTERIOR ZONE 3d COMMON @ 6" C.C. 8d COMMON @ 12" O.C, SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ~d COMMON @ 4" O.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NAIL NAiL JOINT DESCRIPTIOh QTY. SPACING STRUCTURAL AS PER TABLE 3.g PANELS 8d COMMON WFCM - BBC 7/t6" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" O,C, EDGE WALLBOARD lO" O,C . FIELD / MECHAN/ICAL ROOM (~ PRO3ECT NORTH FOUNDATION PLAN SCALE: l/q," = 1'-0' E-1 / / I / I / · L ~' ' '. ~"~ [ ~,~ ,' ', ,',~', ~ J .r ~ ~ 5~ ~ ~ ~' ,'/ 6 / . x. /, i~ I ~ ~ /- , PANTRY ~1 ,/ ,, ,.~, ~ ~, ~ ~- .~:~ ~ '.~ ~ ~ ~.~ ~ ( ~,~, ~..~.:~o ~ ~ )~ ~( '[~ ~ ~ ...................... --~m ~- -~{H ~--- - .- . / - .~. ~.~ ~. .~ ',', ~.__~.~ ~ ~ / Y -- -- I / '~.~ _~_ .......... ........................................................ .~ ............................ ~, . .... ~ 0 ............................ 0 ~ , ~, .... ~ , , DINING " X NORTH ~ST. FLOOR P~N SCALE: 1/4" = 1'-0' I II II II o fl II II IL I ,' , ' '' ~,~ -~ ," ," / , _ , a ~ ~ ~ , , ~ WALK-IN CLOSET .......... ~ x,x, ,,~ ~.,~ .............. :-~M , ./ __-------- , ,, -' .: . ~ . / / .......... ~ ~ ~ ~ ., '~ .~ ,~/ ~ ~ / --------- ~ -- / // / , ~ ~ --------- , ,, X BEDROCM No. ~ ,, ~ ,, " ,, .... ,, ,, .... ..................................................................... PROJE¢ NORTH 2ND. FLOOR SCALE: 1/4" = 1'-0'