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Home My WebLink About35487-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34589 Date: 09/30/10 THIS ti~KTIFIES that the building NEW DWELLING Location of Property: 8525 NASSAU POINT RD (HOUSE NO.) County Tax Map No. 473889 Section 118 S~bdivision CUTCHOGUE (STREET) (HA24LET) Block 4 Lot 12 Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2010 pursuant to which Building Permit No. 35487-Z dated APRIL 19, 2010 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 COVERED PORCHES, SCREENED PORCH, SECOND FLOOR DECKS, UNFINISHED BASEMENT AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ROBERT & DIANNE CASTALDI ( OWNER ) of the aforesaid building. S~I~I~DI~K C~)[~N~I"f DEP~qT OF f~J~TH APPROVlEL R10-07-0122 09/24/10 ELRt-rKICAL c~KTIFICATH NO. 10153 06/23/10 PLUMBERS c~KTIFICATION DA'r~l~ 05/13/10 CUTCHOGUE EAST PLUMBING ~j/e~Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEP~_RTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35487 Z Date APRIL 19, 2010 Permission is hereby granted to: ROBERT & DIANNE CASTALDI 16 GRACE LANE OYSTER BAY,NY 11771 for : DEMO EXISTING SINGLE FAMILY DWELL.& CONST. OF A SINGLE DWELLING FAMILY PER SCHD,TRST,& DEC,NJ LTR.REPLACES EXP BP# 33783 LESS DEMO FEE $796.60 at premises located at County Tax Map No. 473889 Section 118 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 8525 NASSAU POINT RD CUTCHOGUE Block 0004 Lot No. 012 19, 2010 and approved by the 19, 2011. Fee $ 5,298.40 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33783 Z Date APRIL 3, 2008 Permission is hereby granted to: ROBERT & DIANNE CASTALDI 16 GRACE LANE OYSTER BAY,NY 11771 for : DEMOLITION OF AN EXISTING SINO?.m FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER SCHD, TRUSTEES, AND DEC NJ LETTER AS APPLIE at premises located at County Tax Map No. 473889 Section 118 pursuant to application dated MARCH Building Inspector to expire on OCTOBER Fee $ 6,095.00 8525 NASSAU POINT RD CUTCHOGUE Block 0004 Lot No. 012 12, 2008 and approved by the 3, 2009. Rev. 5/8/02 ORIGINAL 09/27/2010 13:15 FAX $31 765 4643 Form No, 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 76~1802 APPLICATION FOR CERTIFICATE OF OCCUPANC 8EP 2 9 2010 ~LDG. DEPL ~OWN OF SOU?HO£D This application must be filled in by typewriter or ink and submitted to thc Building Department with thc following: A. For new building or new use: Final survey of property with accurate location of all buildings, property lines, streczs, arid unusual naturat 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 Firn Underwriters. 4. Sworn statement from plumber certifying that the solder used in systcm contains less than 2/I 0 of 1% lead. 5, Commernial building, industrial bui]ding, multiple residences and similar buildings and installations, a ccrti ficate ofCodc Complianea from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan roquirements. B. Fur existing b~ildings (prior to April 9, i 957) non-conforming uses, or buildings and "Pre'existing~ land uses: I. Accurate survey of property showing all properly lines, streels, building and unusual naV~ral or topographic features. 2. A properly completed application and consent to inspect signed by thc applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to thc applieam. C, Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Aberations to dwelling $25.00. Swimming pool $25.00, Acce~ory building $25,00, Additions to accessory buildiag $2.'. 00, Businesses $50.00. 2, Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $$0.00 5. Temporary Certificate of Occupancy - Rasidential $15.00, Commercial $15.00 New Construction:. Location o£ Property:C~ House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section SuMivision '~< ~4 Permit No. ~F '~'~.'1 fZ :~ Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate F¢¢ Submitted: $ Street Block Old or Pre-existing Building: (check one) Lot ~:~ ' Filed Map. ~f~!O~ Applicant: Underwriters Approval: Final Certificate: Lot; + SUFFO[K 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maih SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE AppNcant: Rough in [nspection Date: ~;!gplication No.: BAYMAN ELECTRTC May 22, 2009 10153 Certificate No.: Final inspection Date: Building Permit No.: 10153 3Un 23, 2010 Certificate of Electrical Compliance is limited to the inspection and corn ~,.}rk described below, installed by the applicant named above, located at spection date above: igwner: Bob and Diane Castaldi <~ite Location: 8525 Nassau Point Road, Cutchogue, NY 11935 Owner's Address (if different): Residential [] Indoor [] Basement Commercial ~ Outdoor [] First Floor New ~ Renovation [] Second Floor Addition ~ Survey Other: BLDG. DEPT. TOWN OF SOUTHOLD [] Service L~-] Shed Pool ~] Hottub [] Attic [] Garage INVENTORY Single Phase 400a Heat oil Duplex Recpt 97 Ceiling Fixture HID Fixtures Three Phase Hot Water GFCI Recpt 34 Wall Fixture Smoke Sub Panel AC Blower 5 Range Recpt 1 Flourescent 6 Smoke CO Combo Transformer Appliances dw Dwer Recpt 2-20a Emergency l~me Clock Disconnect 2 Switches 119 Twist Lock 30a-1 Exit Fixtures Pumps 34 Other Equipment: 400a underground service, 223 incandescent lights including out door security lights, 2-air exchangers, 1-hydro massage tub, 1-back yard BBQ cirCUtr 1- 15 KW transfer switch and generator 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: BAYMAN ELECTRIC Inspected By: Roger Richert License No.: Date Of Certificate: Jul 16,2010 rown Ha,q, 53095 M~m Road OFF{CE OF THE BUILDING INSPECTOR BLDG. TOWN OF SOUTHOLD TOWN OF SOLITHOLD CERTIFICATION ! certify that the solder used in the water contains les9 than 2/10 Of !% lead, NOTARY PUBLIC-~TATE OF NEW YO~ No. 01TA6110907 Qualified In Suffolk County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F/.O~DATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTAI~I' CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR 3~7Y3 7_._ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE ~)J °~ ~"~ r INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: .~ DATE ~ ~'~ o-o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE I0~/ ~- 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUGH PLBG. [ ] FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~, ~ .337 3.Z_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [[~#OUGH PLBG. NSULATION [ ] FOUNDATION 2ND [ ] STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~/INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION '~:IRE RESISTANT PENETRATION DATE ~"~'--'-' ~'~' '-'~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. / [ ] FOUNDATION 2ND [ ]/INSULATION / [ ] FRAMING / STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESI~IU~T CONSTRUCTION [ ] FIRE RESISTANT PENETRATION If/. REMARKS:L~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSU~,ATION [ ]FRAMING / STRAPPING [/.q'I:INAL DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ]FIRE SA,-.', '~ INSi~-CTION [ REMARKS: ] FIRERESlSTMITC0#S111UC110# [ ] RRERESlSTANTPE#ETRATION DATE ~ INSPECTOR ~.~/~ IKCHITECT MARK SGHWARTZ & ASSOCIATES '28495 Main Road · PO Box 933 · Cu choguc, NY 11935 631.734.4185 I wx~.mksarchitect.~om Southold Town Building Department P.O. Box 1179 54375 Main Road Southold, New York 11971 Re: Castaldi House 8525 Nassau Point Road Cutchogue, New York (SCTM# 1000-118-04-12) To whom tiffs may concern, I have been to the site during the construction phase and reviewed the insulation installation. The insulation has been installed properly and exceeds the NYS requirements. Please call this office ff you have questions or require additional information. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Z//.~ ,20~ Approved ,20__ Disapproved a/c Expiration ,20 PERMIT NO. BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail to: ~1~-- Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 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 slreets 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 pursuam 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 t~remises and in building for necessary inspections. orauon' (Signature of applicant or n~e, ifa corp ' ) State whether applicant is owner, less , ag~ent, ~ngineer' (Mailing address of applicant) general contractor, electrician, plumber or builder Nameofownerofpremises ~t~t~/~"- / ~]~A,/A.d~'_ ~J".'7'--~ t~) tr · (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. Local&onto, f land on v~hich propose~ work will,be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block Filed Map No. Lot Lot 2. State existing use and occupancy of prem'~es and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'/~t)~C~ /tr:~'/t'//'6~,, 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 Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6 If business, commercial or mixed ocgup_ancy, specify nature and extent of each type of use. 7. L~imensions ot 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 Rear ..-, Number o~ St~.ries .... ~ Height S ;~- 3 t)~C/~-lk~eear// _.ql~'-~ f"O,*'F~c-/ 9. Size of lot: Front _Depth .Depth 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 X 13. Will lot be re-graded? YES NO/J(/Will excess fill be removed from premises? YES__ Name of ArChitect · ~ Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMI~I'~ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES._~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. ~T~:?~(~ 3 ~ ~/.~/,~,/,~./ ~.~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heis the ~. ~ ~'~JT--/~)~ (Contractor?Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief: and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ ~ day of fZ~C-&c~ 20 O ~' ~otary lh=lSlic ' - ~ ~Si~~pplicant Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0588c Date: September 29, 2010 THIS CERTIFIES that the demolition of existing and construction of new dwelling and sanitary system, with gutters to leaders to drgwells on dwelling, and a 10' wide non-turf buffer to be maintained landward of the top of the bank At 8525 Nassau Point Road, Cutchogue, New York Suffolk County Tax Map # 118-4-12 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 10/31/07 pursuant to which Trustees Wetland Permit # 6780 Dated 12/12/07 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing and construction of new dwelling and sanitary system, with gutters to leaders to drgWells on dwelling, and a 10' wide non-turf buffer to be maintained landward of the top of the bank The certificate is issued to ROBERT & DIANNE CASTALDI owner of the aforesaid property. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6780 DATE: DECEMBER 12~ 2007 ISSUED TO: ROBERT & DIANNE CASTALDI PROPERTY ADDRESS: 8525 NASSAU POINT RD.~ CUTCHGOUE SCTM#118-4-12 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 12, 2007, and in consideration of application fee in the sum 0£$250.00 paid by Robert & Dianne Castaldi and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of~r authorizes and permits the following: Wetland Permit to demolish the existing dwelling and construct a new dwelling and new sanitary system, with the condition drywells and gutters are installed to the roof run-off, in accordance with Chapter 236-Stormwater Management of the Town Code, a line of staked hay bales is installed prior to and maintained during construction and a 10' non,turf buffer is installed landward of the top of the bank, and the plan prepared by Mark Schwartz, AIA dated December 18, 2007. 1N WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631)444-0365 · FAX: (631)444-0360 Webslte: www.dec.state.ny, us LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT Robert & Diane Castaldi 16 Grace Lane Oyster bay Cove, NY 11771 October 25, 2007 Re: Application # 1-4738-03764/00001 8525 Nassau Point Road, Cutchogue, SCTM # 1000-118-04-12 Dear Mr. & Mrs. Castaldi: Based on the information you have submitted the Department of Environmental Conservation has determined that the property landward oft.he existing functional bulkhead, which has been in existence prior to August 20, 1977 as shown on historic tidal wetlands map #714-540, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 l) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator CC: Mark Schwartz, Architect BIVlHP file Tow n of Erosion, Sedimentation & Storm Water Run-off ASSESSMEHT FORM PROPERTY LOCA?iON: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISEION OF A Item Number; o,7- . (NOTE: A Chock Mark (~) for each Question is Required for a Complete Application) 1 Will this Project Retain All Storm-Water Run-Oil Generated by a Two (2") Inch Rainfall on Site? V/ r~ (This ilem will include all run-off created by slie clearing and/or construction activities as well as all Site -- 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? v~r~ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFiowl -- 3 Will this P?ojecl Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ~ V~ Five Thousand (5.000) Square Feet of Ground Suri'aco? ~ -- 5 Is [here a Natural Water Course Running through the Si[e? r'~ v,/ is this Project within the Trustees judsdiclion or within One Hundred (100') feet of a Wetland or Beach? ~ -- 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fi[teen (15) feet of Vertical Rise [o J"~ One Hundred (100') of Horizontal Distance? I~1 -- 7 Will Driveways, Parking Areas or other Impervious Sun'aces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? L~=J -- 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or Ihe Construction of r'~ any item Wilhin the Town Right*of-Way or Road Shoulder Area? J~J -- (This item will NOT include the Installation of Driveway Aprons.) 9 Willthis Project Require SitePreparalionw hn he One Hundred (100) YearFoodplainofanyWatercourse? j=~ ~/"~ STORM-WATER, GRADINGI DRAINAGE AND EROSION CONTROL PLAN Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE ETATE OF NEw YORK. Yes No NOTE: If Any Answer to Questions One through Nine is Answered withaCheckMarkintheBox, aStorm-Water. Grading, Drainage & Erosion Control Ptan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit[ EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question. a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! Yes No STATE O F NEW YORK, That [, . .... ~ being duly s~ro~ [Il (leI~OSCS and says flqat he/she is fl~* al~l~lican{ fo~ PennK, O ~ ~e~ and/or repmscmaave of tim Owner et Ownm s, and ~s duly authouzed to pcrfoco) o~ have performed Ce smd work ~d to mMce ~)d hie Offs applica~on; O3at all smtemenm con~ued m tiffs applica6on me u~e to lhe best of bis ~mwledge ~)d beliet; dm[ fl~e wol-k will be performed in flae mmme; sel Jorfl~ in tim application filed bm ex~41h. Sworn lo before hie ................. (.t?. ......................... cia), of / ~') ~'-~'~'~'~"' ,20 ..... Nom~ Public: FORM - 06/07 LINDA J COOPER NOTARY PUBLIC. state of New Yorl( NO. 01 CO4822563, Suffolk Count..y Term Expires December 31.20/O Tram ltall AllllCX 51373 Main l/omi P.O. Box 1179 Simlhold. NY 11971-(}959 Telcphonc (631 ) 763-1802 Fax (63 I) 763-9302 '"'Nj BI III,DIN(; I)EPARTMENT TOWN OF $OUTHOLD September 2'1,2010 Robert & Dianne Castaldi 16 Grace Lane Oyster Bay, NY 11771-4020 RE: 8525 Nassau Point Rd, Cutchogue TO WHOM iT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ~ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (A~I 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: 35487-Z new dwelling \/ R£VlSlC?aS: m EX][ST~NG (REMOVE) PROPOSED NEIGHBORING $. 82'00'00' W. LOT 68 ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION X209 ~ SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPES THEREOF ONLY IF , SAI~ MAP OR COPIES 8EAR THE E~,tPRESSE.~ SE4L OF THE SURVEYOR WHOSE $1GNA TI,IRE APPEARS HEREON. SURVEY OF PROPERTY NASSAU POINT jTOWN OF SOUTHOLD SU~:FOLK COUNTY, N Y. ~ m FFICE OF WASTEWAf£R'~I~ I Oastalctl l-.Ious~ ,~5 E~UILT HOUSE Mark K. Schwartz, AIA Architect, PLLC AMENDED NASSAU POINT SURVEY OF LOT 67 MAP OF PROPOSED SUBDIVISION CLUB PROPERTIES, INC. SECTION B FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C, TAX No. 1000-118-04-12 SCALE 1":20' MAY 22, 2007 AREA 34,768.90 sq. ff. (TO BULKHEAD 0.798 ac. & ~E LINE) LoT 0 " "~ S BZ O0 O0 N,Y.S. Uc No. 49668 ;eph A. Ingegno Land Surveyor Fox (631)727-1727 NOOK. No, 2 KITONEN ~6EMENT SECTION C-C SCALE: 1/4" = 1'-0" ~.4TN No, 2 ~SATH No. 4 PANT~'K z 0 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF /A//AVIT SOUTHOLDTOWN ZBA $OUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES ,/ N.Y.S, DEC Al: :"'I"TRUCTION SHALL MEET ,L _ LiUIREMENTS OF THE coDES OF NEW YoRK STATE. pLuMBER CERTIFICATION ON LEAD CoNTENTBEFORE · cER-nF cA- OF OCCUP' C ! SOLDER USeD IN WATER- "~"., SUPPLY sysTEM CANNOT '., ' UNDERWRITERS ',, i REQUiRe? ~ N NEfGHBORZNG PLUMBING \ HOUSE I' ALL PLUMBING WASTE & WATER LINES NEED ' ; \ / ~' ;'TE~TING BEFORE CO~VERING.~i \ CERTIFICATION oF, \ NAILING & CONNECTIONS TOLUN OF 50LITN~LD 5LIFFOLK COUNT'/', NE[~ 'T'ORK RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 5.~. T~,X No. 1000-118,-0.~-12 OFTHETOWN CODE, APPROVED AS NOTED OATE: AJ/~I'~ B.P.# ~C~ES~ FEE:~ ~C)C/~ =P BY: ~ NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR FOURSD CONCRETE 2. ROUGH . FRAMING & PLUMBING $, 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. OCCUPANCYOR USEIS UNLAWFUL WITHOUT CERTIFICATE OFOCCUPANCY 8'~.2' TO/'FOp OF BANK ;t lq.7',~O BULK HEAD IM DC NOT PROCEED WITH J~ FRAMING UNTIL SU~IVEY OF FOUNDATION LOCATION ,~ HA_S BEEN APPB~,V~.~,,. FLOOD ZONE COMPLY WITH CHAPTER "46' FLOOD DAMAGE PREVENTION . SOUTHOLD TOWN,CODE. STO.~LWATER MANAGEMENT,~.~:,,.L. REOUIREMENTS ............. ~' ~ ...... SCALE: 1" = 20'-0' REVISIONS O ~ o DRAWN. NH / MS SCALE: ~" = 20' S-1 -~ ' ~ "' ~ ~-~ .............................................. ..... .......... ~ ............................ , ............................................................. , WEST ELEVATION NORTH ELEVATION SCALE: 1/4" = 1'-0" NATURAL GRADE ELE. 20,0 +/- EAST EL~V__~!ON WALL NATURAL GRADE ELE, 21,0 SOUTH ELEVATION SCALE: 1/4" = 1'-0" NATURAL GRADE ELE. 23,0' +/- {3. REVISIONS: , ; ; i , , : , , ' ~ dl 3 ~-3/*x~* ML 'LUSH HEADER bq~~ ~ 0 ~.~ , , , , - ....... " ~"1 ': , ABOVE i"4'X1' CO"CRETE FOOTI~6 ¢12.10 h &O5 w), k / - ' ~ ........ ~ ............... ~ 2), FOUNDATIO" TO HAV~ 2+ X12' CONCRETE (2X+) KEYWAY FOOTZN6 FOOTZNGS % / ~% ~ ~ ' 'r AND POSITIONED 50 $~AT THE POINTS Or THE SQUARE ~EET THE EONTROL STORAGE .... ~ ~ F m, ; +). PROVID~ 2 - 2X* ACQ SILL P~TES UNLESS OTHERWISE NOTED, SELL PLATES ( ~¢~ ~T¢~k / e ~ b I ~ ~ ARE TO BE ~STALLED OVER COP-R-TEX TERM~E SHIELD AND FOAM OR ~ ~ ~ l' I ~. PROVIDE 5/~" 0~. ~CNOR BOLTS AT 3'-0" 0 6, AND W/[ 1'-0" OF CORNERS ......... ; ............ : ' (STONE SHELF NOT SHOWN) .~--v) PROJE~ NORTH A ~ ~ , , ~ ~ , I , ABOVE ~ , ~ ...... D~C~ ' I ' / ,~, / '-~?~~z mAaow I A~ow I ~ ~BETWEEN~OXSTSUND[R +X4Xi/4TuBE ', ABOVg'. I~~ i ~ ~EI~ ', ~/ I ~ ~ ~ ~ . ~ = ~ GARAGE: ~0~,5 SQ, FT, ~ ~ ~ l+" ML FL HD~ , SUN ROOM: 152.q SO, FT. ]~ XASTER BEDROOM ~ ~ i : { ~ , ~ DECKZNG: q3*.~ SO, FT. I ~ ~ ~ WALH -IN CLOSET E I I ~ A' 1), PLATE HaGHT AT q'-+ 1/2" UNL~S OTH~R~SE NOTED, ~ " ~ OFFICE E m. EXTERIOR SHEATHING TO BE 5/8" TRICK FIR CDX PLYWOOD, ' ~ ~ PLACE W~H PLATES AND BOLTS TO STEEL BEAMS ..... ~ _ ~ (: ~ CL~E~ ~ [: ,l~w1~.... I~ HARDWARE UNLESS OPENINGS HAVE IMPACT G~Z[NG. WCM~O WCIM~o ~X+X~' ~ TUBK -- ~ ~ S BE ~ 2 -- WUDH3226 : 7) SEE FLOOR P~N roe TEMPERED STEEL, ~ TEHPERED~ = ~ ~ ~ Tg~-- ~HN J ~ ~ ~ ~ ........ J g) SEE FLOOR PLAN FOR STUD MULLS, I DN lO} INSU~ CELINGS WITH R30 INSULATION, , BEDROOM No. 2 314" HL HR~ I BATH No. 2 DECK 7'-G" 4'-0" PECK ,~,, OFFI(~ (S) I:S/4×q:l/2 ML_FJ,LUSH HEADER __ (ATTIC) OM No. I POST DECK -WUDH2026 POST POST BEDROOM No. 4 LINEN HALL SLOPED LOFT 12'-$" EASIEMENT 5'-0 1/2" STUDIO (3) _HDR. / / DOOR SWEEP (TYP,) ' 'i' ' 5'-6 X 5' RND, TOP BEDROOM No. 3 BATH TWIN S7'~O 1/2" WUO~2~20 WUDN2A20 WAWN2S36 WUOR2H20 WUDH2+20 ~ (ATTIC) , , , 7'-0" PLATE HEIGHT PROJECT NORTH ACTUAL NORTH WUDHS220 ATTIC WUDH3220 7-0 PLT. HT, WUDS322O 2ND. FLOOR PLAN SCALE: 1/4"=1'-0" AREAS: LIVING SPACE: 34,31.7 SQ. FT, DECKING: 311.,~ SQ. FT. m m 8 · {SPLAYED RAFTERS OVER) ($) 1-3/+X~-1/2 ML TRMMER r-' _ ._~ (2) 2XlO DF~2 2X10 DF#2 o ~ {2) 2X10 DFC2 )2 r - 1r TI F (2) 2X10 DF#2 ROOFING MAXIMUM WEATHER EXPOSURE PROJECT NORTH t,A£TUAL NORTH ROOF PLAN SCALE: 1/4" = 1'-0' REVISIONS, STORM WATER MANAGEMENT DETAILS ' N.T.S. PROVIDE: (2) ~' DIA. X 6' DEEP DRYWELLS , ~ [. ~ TOTAL AREA: l~7.q CUBIC FEET (1) ~' DIA. X ~' DEEP DRYWeLL AWAY FEOM HOUSE MORE THAN REQUIRED CAPACITY I ~~~ TOTAL AREA: 2~.~ CUBIC FEET (1~.6% MORE THAN REQUIRED) GENERAL: FLOOD~G OF GROUNDWATER, OR INTERFERE WITH THE OPERA~ON OF SU~URFAgE ' TOTAL AREA: 23~,3 CUBIC FEET PRIO"TOITSCONSTEUCTION, THEAREATOBEUSEDFOETHEORYWELLS.OULDBETOTAL AREA: lql.5 CUBIC FEET ~No s~ ~o,~m~no,. ~ ~w~o, s,ou~ ~ ~,~o,~ W~, ~ . PROVIDE: ~G"TEST PRACTICAL EXCAVATION [QUIPHENT ALL EXCAVATION EQU'PHENT ,HOULD . ~ ~ ~ ~Z DE~YED CONSTRUCTION EHPHASZB THE ~EEO, AS DESCRIBED ABOVE, TO CORDON OGEE GU~ER - STANDARD 5" / (STORAGE] ..... £POM w/LEAD FLASHING - ..... ELE, 2G*O' 3/~"SUBFLOON BUILT-INS PER OWNER'S SPECIFICATIONS S/+"5UBFLOOF (~) HLRL HDR 3/~"SUBFLOOR 5X5Xt/4 STEEL COLUMN ~.BX4~X12 CONE FTG.. RIDGE V£NT~ SECTION A-A SCALE: 1/4" = 1'-0" ML HEADER ISTORAGE( EPDM R SECTION B-B SCALE: 1/4" = iLO'' BUILT UP GRA~E BUILT UP GRADE NATURALGRADE m m A-$ GRADE I'-2"(TOTAL)TRICR PC FOUNDATION IN£.RHELF FOR )2 (2) 1-3/+X1+ ML RIDG£ (DORMER] RIDGE VENT (4) 3/+"RUBFLOOR 4"CONC. BLAB ..... ELE. FLOOR WI2×106 BEAM RTD6F YFNT 3/+"RUBFLOOR SECTION C-C SCALE: 1/4"= 1'-0" 3/4"SUBFLOOR STEEL COLUMN (g MINIMUM) SECTION D-D SCALE: 1/4" = 1'-0" NATURALGRADB mm m SECTION F-F SCALE: 1/4" = 1'-0" TESTED BY A PROFFESRIONAL AGENCY FOR COMPACTION --1 NATURAL GRADE (2D O' +/-) 3" 0 ROOF VENT NL HEADER 1/2" AC EXT, SHEATHING ' - - _ _ APPLY UNDER FLOOR 3-OISTS i'-2"(TOTAL)THI£R PC FOUNDATION INC. SHELF FOR STONE WORK DAHNROOFEXTER~OR GIRDER GRADE SECTION E-E SCALE: 1/4" = 1'-0" t/4 3 CO, i 3" 0 ROOF VENT 3 EBATH N°'4] 3 LAUNDRY ROOM ] i 3" ~ ROOF VENT 114 SLOPE 1/4 PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N,T.S. A-lO! NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: 1)* CAULK ~TOZNT BETWEEN OPENING FRAME AND ROUGH OPCNING* 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY PLUNBING AND ELECTRICAL: HEATING. VENTILATION AND AIR-CONDITIONING {HVAC) FOUNDATION' FRAMING; SEALING BAND 3'O]STB DURING CONSTRUCTION* ~) APPLY ADHESIVE TO TOP OF BAND ZOIST AND LAY SUBFLO0~ OV[~ 3). ~ULK SICL PLATE TO EXTERIOR SH~THING WHEN N~LING IN P~CE, ~NSULATION: TYPICAL SPACING TYPICAL CORNER ANCHOR BOLT SPACING SEE ELEVATIONS FOR AREAS TO HAVE STONE CAPPING AT WINDOW SILLS (GRADE TO TAPER AWAY FROM HOUSE) m REScheck Software Version 4.0.1 Compliance C ;rtificate '-O"O ,TYPE.L, Report Date: 10/17/07 Data filename: C,\Program Files/Checl6REScheclBcastaldi rck Energy Code New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Construction Type; Heating Type, Non-~lectrJc Glazing Area Percentage, 23% HeaUng Degree Da~: S750 Owner/Ageut: Castaldi House 8528 Nassau Point Road Cutchc~gue, NY 11935 Designer/Contractor: Mark K. Schwartz, Architeot P 0 BOx 923 Cutchogue~ Ny 11935 (831) 734-4185 mksarchltact@optonllne mat Construction Site: Ceiling 1 Flat Ceiling or Scissor Truss: Ce,lng 2: Cathedral Celhng (no attic): Wall 1: Wood Frame~ 18" o c.' Wlndow 1: Wood Frame:Double Pane with Low-E: W[nddW 2: Wood Frame,Double Pane with Low-E: Window3; Wood Frame:Double Pahe with LOW*E 3816 30.0 0,0 123 384 30,0 0.0 13 2631 1~0 O0 116 38 0 28O 11 323 0.290 94 6 0,300 2 63 0,310 20 82 0,320 26 178 0,330 59 2307 19,0 0,0 107 36 0280 ~0 148 0.290 43 113 0 310 35 220 0,330 75 4200 ~0.0 0,0 139 The proposed building represented in this document is consistent with the bu~ldmg plans, specifications, and other oaloulatlens submlttad with this permit application, The proposed systems have been desi9ned to meet the New York S~ate Energy Conservation ConstrucUon Code requirements, When a Registared Design Professional has stamped and s(gned this page, they are attestin~ that to the best of h~s/her knowledge, beilef~ and professional judgment, such plans or specificatlens are In compliance with this Code. Name- Titl~ Signature Date Page 1 of 1 4"SHELF HEIGHT TO BE AD~USTED IN FIELD SLOPED GRADE PROVIDE PRESSURE TREATED /~ SHEATHING UP SIDE WALLS 4' +/- WHERE STONE CONTINUES UP TO WINDOW SILL HEIGHT. FOUNDATION WALL NOTES: 'lOB REBAR 13) ANCHOR BOLT DETAIL SCALE: 3/4" = 1'-0" ) 2'-2" FOUNDATION WALL DETAIL WINDOW OPENING DETAIL SCALE: 314" = 1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL m m A-Il REVISIONS: JOIST DETAILS ~l,t~ .,{,-,~ ~-,,2") ~ ,, ,~" ~ ~'"' '~ ~'~"~ ALLOWABLE HOLES - TJI Joists BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING AT WALL WINDOW HEADER CONNECT{ON WALL JOISt Framin o ] .... ~,,~ ........ ,o~..,.,,.~.,,,~,,..~.~.~, ~ ~~ ~~ ' ~ ~'~"'"~"'~"*'"~ WARNING d'ta ruq~red"e~g~fll°"t~'~'g{f2'nlt"~'~bec'~ralo=kaenE~4'mle~]f=rf~b~ck') This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. A-12 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U~E TNE FOLLC.WlN~ APPROVED IJSp METAL CONNEC. TOR5 FOf~ PROPER WIND t~ESIE~TANT .~ ~OOD CONSTRUCTION. FOLLOW MANUFAC-.TLIt~E':5 ~EC. OMMENDED INSTALLATION INSTRIJC. TION5 TO. ACHIEVE MAXIMUM UPLIFT LC'AD CAPACITY. ENDWALL SIDEWALL FLOOR USP NUMBER 1ST. ADS5 2ND. ADS5 WALL STUD METAL STRAP RIM BOARD SILL pLATE(B) FOUNDATION DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP pLATES OF 1ST. FLOOR. CONNECT THROUGH rile FLOORS TO EACH OTHER W/THREADED ROD. 0 0 STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA24 1-1/4"×24" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS iNSTALL 4'0" C.C. 8" - 14" LSTA30 1-1/4~x30'' 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C 14" - 16" LSTA36 1-114"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 2ND. FLOOR WALL I _ 1ST. FLOOR WALL ~TAPPIN G TO BE ATTACHED TO WALL STUDS @48"0C ,ND ALL WINDOW,DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. AND JACK STUDS ON ALL OPENINGS 4"- 8" LSTA3§ 1-1/4'x36" 18ga. STRAP IN~TALL 4'0" C.C. 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS DATION CONC SLAB TYP CONC FOUN <, ^ · ' B MIL POLY DAMPPROOF EXTERIOR ' 6MIL POLY ON EXTERIOR v ~ ~ GRANULAR FILL GRADE 12" MIN. DRAIN TILE TYPICAL CONC. FOUNDATION· APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 10/10 WWM COMPACT FILL ~ :~; ~REINFORC m ° lNG BAR 12" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ¢f4 REINFORCING BARS KING STUDS CRIPPLE STUD HEADER JACKSTUDS I LOCATIONiusP NUMBERIDESCRIPTION I APPLICATION ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLYTO EACH CRIPPLE STUD CRICKET AT TOP-SIDE OF STEELCOLUMN CONC. SLAB COMPACT FILL CONC. FTG. SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETINEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEl AND SO AS TO MAINTAIN Air GAP TO PREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASEFLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT S]DES41NCHES AND LAPS SHINGLES AT BASE MIN. 41NCHES 51 E UJ, ,LL FL SNIN AN~ ~A'~--ES -~ pieD'VIDE HEMME~ EDGES SO MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. P T. PLATE ~~ sx w.w.M. { ,? ~ -~ ~ REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2)Cfa REINFORCING BARS. LOCATION USP NUMBER ,D,.ES.CRIPTION APPLICATION ROOFI LSTA24 /1-1t4 x24 20ga. STRAPIAPPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 21-1/8 x 20ga. TYDOWN A CHOR EACH RAFTER 8" - 12" RAFTER RT20 " CONNECT TO 4"- 6" RAFTER RTl0 10-3/4 x 18ga, TYDOWN ANCHOR EACH RAFTER " N CONNECT TO RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER STuiESCRIPTION APPLICATION RAFTER/PLATE RTl 5 Th'DOWN ANCHOR : pLATES TO EACH STUD PLATE/WALL SPTH4 PLATE ANCHOR CONNECT OVER CONNECTEACH RAFTER TO PLATE DBL. SILL PLATE /////~ TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION USE WiTH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) LEDGER RAFTER RAFTER SIZE 2x6-2x8 2X10 USP NUMBER DESCRIPTION APPLICATION LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER CATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED MAINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF ~/4 INCH IN DIMENSION NEOPRENE GASKET ROOFJACK ;OFFIT JOIST SCREENED VEN3 ;OFFIT / EXT PLYWOOD 5C,FFITE~:' F. AVE ROOF vENTILATIC,N / 5OFFITED EA'v'E DETAIL WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING GH VENT RAFTERS/ · ~ PRE-MANUFACTURED KEEP SHEATHING MIN. %1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF WOOD JOIST -- BLOCKING ROOFING LAPS FLASHING AT SIDES AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER pARALLEL WALLS, PROVIDE BLOCKING @24"OC WOOD GIRDER FLASHING LAPS ROOFING AT BOTTOM WOOD JOIST GIRDER/HEADER WOOD JOIST PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ROOF JACK'-.5 ~ VENTS, DETAIL DOOR FRAME USE 2)(8 FOR BLOCKOUT SLOPE TYPICAL E-~,EAM DETAIL STEEL / ESC.TTOM E~EARIN~ NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO SE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR SUBFLOOR JOIST STEELBEAM STEEL BEAM PLATE(BOLTED TO BEAM) z O SHEET NUMBER: E~EAM PC.C~ET A-13 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING OR APPROVED USP MET~,L CONNECTOR.5 FOR PROPER LUINE> RESIST,ANT CONE~TRUCTION. FOLLOUJ MANUF,~(::;TI. JRiE'5 RECOMMENDED INST,~L-L.~,TtON INST~I. ICTION~ TO ACN, IES/E MA×IMUM UPLIFT LOAD C,4F>~CITT'. WOODJ LEDGER RAFTER KING STUDS CRIPPLE STUD HEADER JACKSTUDS STair F~~ 1-I/2" SPACE MINIMUM BALUSTERS HANDRAIL CONNECTION ALL HANDRA[LS SHALL BE CONT[NUGUB THE FULL LENGTH OF THE BTA[RS, HANDGRIP PORT[ON OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, ORTHE SHAPE SHALL PROVIDE AN EQUIVALENT GRI~PING SURFACE 4" DIA, MAXIMUM RIDGE-TO-RAFTER CONNECTION L%%ONI US~4BER 1-~/4'D~<2q'~'~0gP~a,OsNTRAPIAPPLY OVER~PDLtG~ATT~O~AcH RAFTER RAFTER TOPPLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION tLOCATION USP NUMBER 10-3/4 × 18ga. TYDOWN ANCHOR DESCRIPTION APPLICATION 4" - 6" RAF'~R RTl0 " CONNECT TO EACH - z2" RAFTER MT20 I- J 0ga. TYDOWN ANCHOR/EACH JOIST RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING i/2" DIA. BOLTS @16"OC W~ WASHERS JSP NUMBER DESCRIPTION APPLICATION L526 18ga. SLOPE HANGER[ APPLY TO EACH RAFTER ! LEDGER LS2L0 18ga. SLOPE HANGER' APPLY TO EACH RAFTER J LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION ~DEC.~-.IPOf~CH R~AILIN~ CEILING JOIST TO BLDG. CONNECTION ~EDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA. BOLTS ~iB"OC ~ WASHERS FLOOR FPJ~MING FLASHING TUCKED UNDER LAPPED OVER FIRST CON'N, PIECE OF SIDING BELOW LAg BOLTS W/WASHERS CONNECTED TO BLDG, L~16" OC BLOCKING FOR LAG BOLTS RIM ]OIST/ BD. 2x ]0ISTS DECK/PORCH LEDGER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER DESCRIPTION APPLICATION LOCATION UBP NUMBER 2ONNECT TO EACH ]OISTt JOIST TO GIRDER/HEADER RTlO C~DOWN ANCHOR WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL ]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE~ 5ET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN 3GISTS THAT ARE SPICED AND USE WITiq RT1O TYDOWN ANCHORS TOP PLATE WALL STUD RAFTER S1ZE 2x6-2xB 2X10 JSP NUMBER DESCRIPTION APPLICATION RTl5 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE SPTM4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD PLATE/WALL GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOC, AT[ON UEP NUMBER DESCRIPTION APPLICATION ~x4 SOLID COLUMN PES44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 5x6 SOLID COLUMN JPBS66 / PBSE66 ! KCBB POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DOUBLE2x (MINIMUM) FOR HEADER OR BEAM LOCATION ALL OPENING5 ALL OPENING~ HEADER-TO-POST/STUD CONNECTION USPLsTA12NUMBEI;i 1-I/4'5(12"DESCRIPTION20ga. STRAp APPLY ToAPPLICATIONEAcH ]ACK STUD ET3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST. RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" D~A, GALV, BOLTS W/TH WASHERS AND NUTS GIRDER ROD FOR STU COUPLER NUT MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRi/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION 6X6 POST PAU66 OR WE66 POST / BEAN ANCHOR APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHT TO TEMP. REQUIRED HAZARDS DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber All fasteners, hangers and anchors to be galvirdzed or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girdem shall be anchored to a minimum 24'~x24"x12" thick concrete footing. Use a minimum i/2" die x 7" long anchor bolt ~th washers and nuts Foobngs Shall be 3 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c.. 5). FlasMng shall be installed between the bugdmg and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to buiJd[ng with 1/2" dia. bolts w~th washers and nuts at t6" o.c. · Concrete piers shall be a minimum B" above grade, pported with hangers and anchors. Each Joist shall also be anchored ~o girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typical bulldog. · Use simpson hangers and anchors with Z-MAX tripple protective coating er equal [or any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: ROOF FRAMING: JOINT DESCRIPTIOh NAIL NAIL QTY. SPACINI NOTES RAFTER TO B' WALL 3-8d COMMON EACH TOE-NAIL TOP PLATE t0' WALL: 4-8d COMMON RAFTER CEILING JOIST B' WALL; 3-8d COMMON EACH TO TOP PLATE 10' WALL. 4-8d COMMON JOIST TOE-NAIL, CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JO[ST 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 EACH TOE TO RAFTER 2 - Bd COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - t Bd COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 1Sd COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh O C, NAIL HEADER TO 16" O.C, FACE HEADER lsd COMMON ALONG EDGES NAIL TOP OR BOITOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: :LOOR JOIST. BAND JOIS? 2 - 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON ENO NAIL BLOCKING TO: EACH TOE BILL OR TOP PLATE 3-16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM l - 1Bd COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- IBd COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMON FOOT TOE NAIL I A-14 OUTSIDE CLEANOUT TYPICAL FIREPLACE SECTION FLUE LINER P~INFORCEDC SLAB _SIDE SECTION INSULA~ON FRONT CONVENTIONAL FIREPLACE SHINGLES LINTEL INCLINED BACK WALL- TYPICAL FIREPLACE FRAMING DETAIL DAMPER GTEEL ANGLE SLAB NOMINAL i" SIDE ~ECTION AI,qSPACE WITH NONCONGUSq~BLE INSULATION F~ CL~Y ? V · Db DAHPER I FRONT ELEYA~ON RUHFORD FIREPLACE DETAIL AT CHIMNEY INSTALLATION OF WOOD FRAMING MEMBERS AT CHIMNEY BRICK CHIMNEY CONCEALED BEHIND STUD WALL INCOMGUST~BLE BRICK CHIMNEY EXPOSED CHIMNEY pAN STEPPED-PAN THROUGH WALL FLASHING HANGER ~LOOR FRAMING AT FIREPLACE 20il MIN. FIREPLACE HEARTH EXTENSION REQUIREMENTS GENERAL CORBELING CHANGES IN DIMENSION TERMINATION WALL THICKNESS FLUE LINING (MATERIAL) INLET ASH DUMP CLEANOUT CHIMNEY CLEARANCES CHIMNEY CRICKET FOOTINGS AND FOUNDATION FLASHING FIREPLACE CLEARANCE TO COMBUS1]BLE MATERIAL FIREBOX WALLS FIREBOX DIMENSIONS SMOKE CHAMBER HEARTH AND HEARTH EXTENSION HEARTH EXTENSION DIMENSIONS FiREPLACE CLEARANCE FIREPLACES BACK TO BACK IN PARTY FIREPLACE CLEARANCE RJJ~FORD~LE CONVENTIONAL STYLE RECTANGLE FLUE LINING AREA A B T :SO. iN ) RECTANGLE FLUE LINING (MODULAR) ROUND FlUE LINING REVISIONS: A-15 ENEF ,L NOTE5 CONSTRUCTION NOTES: ). The informa8on within this sat of construction documents is related to basic design ntent and framing details, They are intended as a construction aid, not a subst tote Ior generally accepted good building practice and compliance with current New York State building codes. The General Contractor is respessib[e for providing standard construction details and procedures to ensure a professionally finished, structurally seued and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications far this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety ecautians and programs in connection with the work. There are no warranties for a ~eciflc use expressed or implied in the use of these plans. Refer to the Window and Door schedule for extedor openings. 6). The General Contractor is to ensure that masonry or prefabrected fireplaces meets ar exceeds manufacture's specifications and applicable codes, ?). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8), Wind Icad requirements shall be taken into account during construction, FOUNDATION NOTES: 1). The General Contractor and Meson to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade, 2). All footings to rest on undisturbed (virgin) soil, 3). Provide t/2" expansion joint matedal between concrete slabs and abutting concrete or masonry walls occudng in extedor or unheated intedor areas. ~.). Any new concrete walls being attached to existing concrete structure shall 3e installed with #4 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation, Unless otherw se noted a s abs on grade to be 2500 p,s.i.. Concrete to be ,oared on 4 inch thick sand or gravel fi with 6x6 wire mesh re nfurc ng. ntedor slabs ) be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq, ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade portion of extedor walls prior to backfilling. §). it§ N.Y P, .sid, tiat Construct[o_b. c_o_de_, FRAMING NOTES · All framing techniques and methods as prescriptive design of 1995 SBC High Wind Vood Framing Construction Manual. · Unless otherwise noted, all framing and structural wood material to be #2 -~ BTR. Floors, wails, ceilings and rafters to be spaced at 16 inches c.c. unless noted 4) Un ess otherwise noted a bearing wall headers to be (2) 2x10 #2 + BTR. Doug, Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4't and 6'0 and 2x6 wall openings between 5'11 and 8'9, Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under wails that run parallel to the §ocr joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. " s he~ ht to match floor rests) around stairwell and/o~ f). Provide 2 - t-3/4 thick microlam ( 'g J ' ' 3thor access openings unless otherwise noted (typical). ~. Dormers running up roof rafters are to be supported by double rafters on either side ~vhere applicable un ess otherwise noted. 9). Provide blocking/bridging in flcor joists at 8'0 o.c,. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at save vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headem. 12), Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloar adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have t/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torah down type material ever, 16). All sill plates and wood in contact with concrete to be pressure treated· Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES )· R DGE-TO-RAFTER ASSEMBLY: 1-1/4' x 20 gauge strap shall be attached to each pair of ratters n accordance to table 3.4· collar tie is used in leu of a ridge strap, the number of 10d common nails required each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. ~. F ~,SSEMBLY: and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rattem or trusses shall be attached to the wall tap plate and the wall top plate shall be attached to the to the wall stud with uplfit connections, Roofs overhanging the rake side of the building shall be connected with uptflt connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with tab e 3 3b When wall studs above do not fall in line with studs below, the studs shall be attached to a cammco member in the floor assembly with uplflt connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplitt connectom. Steel straps shall have a minimum embedment of 7 inches in concrete foundaSon and slab-on-grade, 15 inches in masonry b~ock foundations, or lapped under :he plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 0ottom plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all i. ] EXTERIOR SHEARWALL CONNECTIONS: I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" s.c, at the panel edges and t 2" a.c. in the field, and 1/2 inch gypsum wallboard an the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II extedor shearwalb shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16, 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permifted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. · CONNECTIONS AROUND EXTERIOR WALL OPENINGS: eader and/or girder connections shall be attached with uplilt connecfions in accordance ith table 3.5. Window sill plates shall be have steel connectors in accordance with table 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the ratters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts, Girders on concrete piers shall be anchored ~i{h proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ,. Posts supporting girders shall be anchored to a 12"xt2"xl 2" thick concrete footing. a minimum 1/2" dia x 7" long anchor boil with washers and nuts. Footings Shall be 3 ff. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 s.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piem shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s)· 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES I~AI] water supply, drainage and venting to be installed as per N.Y.S. Residential 3esstruction Cede. . Verify septic system with the Engineer for Sufrolk County Health Department approval. . If wall studs, plates er joists are cut out during installation for any plumbing related work ovide adequate bracing and plates to protect and secure the structure. Ved~ with the tats code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval ELECTRICAL NOTES: I). All electrical to be installed as per N.Y.S. Residential Constructian Code. 2). All electrical work shall be approved by a qualified Underwriter, 3). Icata[[ Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Censttucfion Code. NAILING SCHEDULE ROOF FRA.vlING: NAIL NAiL gOTES JOINT DESCRIPTIOI~ 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 CEtUNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS pER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAiL RiM BOARD 2- 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL I NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - t6d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: t TOP PLATES AT 4- 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - t8d COMMON 24" FACE STUD C.C. NAIL 16" O.C. FACE HEADERTO 16d COMMON ALONG EDGES NAIL HEADER TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD "3 - 16d COMMON PER 2x6 STUD NAIL BO3q'OM PLATE TO; PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: ......... i ~ ¢ NAIL , NAIL NOTES JOINT DESCRIPTION QTY. 3PACING JOIST TO: ~ PER TOE SILL, TOP PLATE OR GI~_ { 4- 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP ;- 16d COMMON JOIST NAIL TO BEAM PER TOE JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL TO BEAM PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST PER TOE NAIL BANDJOISTTO: - 16d COMMON FOOT 9ER NOTE: t SILL OR TOP PLATE ROOF SHEATHING: [STRUCTURAL PANELI 8d_~'~ ,A~S~C3 '8 CEILING SHEA MING: i~lL NAIL I JOINT QTY. SPACING DESCRIPTION GYPSUM ~ ~n~ 7" O,C. EDGE WALLBOARD 15,, C ...... 110" 0.C. FIELD WALL SHEATHING: NAIL NAIL OINT DESCRIPTION QTY. SPACING STRUCTURAL 8d cOMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" CaB 6d COMMON 3" C.C. EDGE PLYWOOD 6" O.C. FIELD 7" O,C. EDGE GYPSUM 5d COOLERS 10" O.C. FIELD WALLBOARD FLOOR SHEATHING: JOINT DESCRIPTION (~. S pNA~iLN G STRUCTURAL PANELS ~,,,-, 6" O,C. EDGE I I"ORLESS 18dc°-''N/12"o,o.F'ELo/ NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t). Nailing requirements are based on wail sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path, 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENT, : OC. OUPANC¥ CLA~51FICATION ~3 t~ESI~ENTI/'L ~ES[DENTIAL D~ELLING ~UI~IN~ USE (6ER p~NS) ~UILDIN~ HEIGHT TOTAL 6~. ~. OF CONSTrUCTiON (5~ PLANG) p~E~C~[PTI~E ~5 P~ N,T,5, ~EBIDENTI~ CONBT~UCT[ON CO~E AND DESIGN C~IT~IA i5~5 5BO ~lGN BIND ~ITION, ~OOD FRAME CONSTRUCTION ~ANUAL F~AMIN~ ELEMENT8 A6 P~ FLOO~ PLAN~, C~O68 6EOTION ~ND G~E~AL NOTE6 ~T. ~ALCONIE6 DECK5 40 ~OOM5 (GL~pING} 30 C LO~ p~TH SEE CONSTRUCTION ANDBIN~ PAT~ CONNECTION (~OOF - FO~NDATIO~ DETAIL PAGE ~ ~ENE~AL NOTE P~E N~ILIN~ 8CN~ULE 5ER ~ENE~L NOTE pABE EG~5~ 5ER FLOO~ PLAN5 ~N~ ~INDOD FIRE P~OTECT[O~ (SMOKE ~ 002 D~ECTO~5) ~ SEE FLOOR PLAN5 T~U~5 DESigN N/A - ~TAND~ ~TICK F~AME CONSTRUCTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST [ WINTER ICESBIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPR) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 1t NONE 45 LBS. '120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE id COMMON @ 6" C.C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 SEE NOTES, 1 ( BOTH FIELDS iNTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 9d COMMON @ 4" O.C, 8d COMMON @ 4" O.C, SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used, 2~. Tabu~at~[ 12 inch c.c. nail spacing assumes sheathing attached to ratter / truss framin§ members with G>0.49. For flaming members with <0,42<G<0.49, the nail spacing shall be reduced to 6 inches o.c, 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to ratter / truss framing members with G>0,49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O,C. NOTE: 2 FOR PANEL FIELD I INTERIORZONE 8d COMMON @ 6" C.C. 8d @ COMMON 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing membem with G>0.49. For framing membem with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For extedor panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY, t). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTAI. L 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ~ct. lon f~,O2.~ - FI~EESLOOK. ING FiP=~2UIf~ED REVISIONS -I