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Home My WebLink About34737-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34371 Date: 05/24/10 T~IS c~'rIFIES that the building NEW DWELLING Location of Property: 120 PRIVATE RD #17 MATTITUCK (ROUSE NO.) (STREET) (HAMLET) County Tax ~4ap No. 473889 Section 123 Bl~k 6 Lot 13 subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 22, 2009 pursuant to which Building Per~t No. 34737-Z dated JUNE 2, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR DECKS, OUTDOOR SHOWER, AND SCREENED PORCH AS APPLIED FOR PER ZBA #6248, DATED 3/19/09. 7~ne certificate is issued to LEWIS E TOPPER/MARGANET SAVERCOOL (OWNER) of the aforesaid building. St]FFOI~K C~)[~qTY DEPAR~T OF ~IF~%L~{ API~ROV;~L R10-08-0049 02/04/10 ELEt-~-~fCAL CERTIFIC~k~7~NO. 128683C 02/26/10 PLIERS CERTIFICATION DATED 03/03/10 CUTCHOGUE EAST PLUMBING Rev. 1/81 FORM NO. 4 TOWN OF SOLVfHOLD BUILDING DEP~RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34372 Date: 05/24/10 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 120 PRIVATE RD #17 MATTITUCK (ROUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 6 Lot 13 S%~bdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 17, 2009 pursuant to which Building Permit No. 35015-Z dated SEPTEMBER 21, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GAR3kGE WITH STORAGE (NON-HABITABLE AND NO SLEEPING) AS APPLIED FOR PER ZBA #6248, DATED 3/19/09. The certificate is issued to LEWIS E TOPPER/MARGABET SAVERCPP; ( OWNER ) of the aforesaid building. SuffOLK COUNT"fDEPARTMENTOFHF~kLTHAPPRO%r;kL N/A RLRL~TRIC2%~ ~KTIFIC3~ NO. 128683C 02/26/10 PLIERS U~a(TIFICATION DA'£~o N/A Rev. 1/81 · TOW OF O ,T.O., v. - BUILDING DEPARTMENT IIUJ~= ~' ~ , w ~ ~ TO~ H~L II ~NI 765-1S02 I~ ~] ,/,,~ ~ 0 2~0 I~ n~mCAX~OS VO~ c[~mcn~ ov occ~~J i 8LOG. OEP[ t~s application must be filled in by t~ewriter or i~ and sub~tted to the Buildi~ D:F~ ~at~llowing A. For new building or new use: 1. FinM s~ey of propeay with acetate location of all buildings, propeay lines, streets, and unusual natural or topo~ap~c features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo~). 3. Approval of el~tfical installation from Board of Fire Unde~fiters. 4. Sworn statement from plumber ceaif~ng that the solder used in system contains less th~ 2/10 of 1% lead. 5. Co~ercial building, industrial building, multiple residences and si~lar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Sub~t Pla~ng Board Approval of completed site pl~ requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimtmng pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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- $50.00 5. Temporary Certificate of Occupancy - Resideutial $15.00, Commercial $15.00 New Construction: Location of Property: ~ Old or Pre-existing Building: House No. q Street Date. '3 qll0 Owner orOwnersofProperty:L~D-J~,~E,'%PPe_ P/la.,4 fl L Suffolk County Tax MapNo 1000, Section ! Z~ Block G ~ Lo, t 5 Subdivision ~ ~ ~[~ Filed Map. Lot: ee~itNo. ~'~Date ofme~it. ~/~/~ Applicant: ~k~ ~~ Health Dept. Approval: ~]~ ~ ~ ~ ~ ~ Unde~riters Approval: ~ --~v Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ %q'3'2 l Final Certificate: Applicant SignatureI (check one) Hamlet Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPIACATION FOR CERTIFICATE OF OCCUPA Ibis application must be filled in by typewriter or ink and submitted to the Building D, LG. DP , ~ art me nt '~ 0~ ~3 ~r~13.'t~ m g ,\. For ne:'*' building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval 1¥om 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% Icad. 5 ('ommercial 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 consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C, Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Sv, imming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses 550.00. 2 Certificate of Occupancy on Pre-existing Building- $100.00 3 Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 / I Date.__ 3 tO I0 Ne,,', Collstruction: [.ocamm of Property: tOld or Pre-existing Building5 }louse No, Street Owner or Owners of Property: ~ I~,, &kJdx~ ~t~0~p~ Sul'lblk County Tax Map No 1000, Section Block (check one) Hamlet _ Subdi,ision ~ ~ P rn, it No. % ST) t 5" tlealtia Dept. Approval: Date of Permit._ Filed Map. Lot: __ Applicant: . Underwriters Approval: I Lq ~ ~ ~ ~'~"~-- Planning Board Approval: Request tbr: Temporary Certificate Fcc Submitted: $ cq'3<21 ) Final Certificate: ~'~(check one} f~er. L 20i0 '2;56PM ~JortN Fork ^/¥'-GJS E'ectric LLC I~0.61'6 P. 1 ~ue Dat~ 2/26/2O 1 Electrical Inspection Certificate Issued 1'o: Lewis T~pper Steer: '~20 'r~m/Path Section: Block: Contractor:. G. J. g. Electric (L) Icc) o: -- ---ow.: o Lot: Lic,# 4839-E Was ~xamin~d ~d found to be k~ ~ar'nn wi~ '~e N~i~I Ekndrk~l Oode, [] Commemial [] NV [lefee~ [] Pool [] t~t Floor [] k~daor ~--] Basement ~-] H~:~Tub tVC Falls 12 ~ 3 Oven Rawge/Amps M/etmvavM 1 ~30a t gna 1 4 T~ CO ~ Bw~hee 52 37 22 1 Ftm~ee 011 Ga~ Ch~ulatort MMer Amps Phase U~/OH Jacuzzi I 200 1 / B/rig. Permit: Other Equipment ilemp eo disconnec~ / 3-6' tm~$ / 20~mp sin ~er pan~ t 1~amp sub ~ / amp ~e~nn~ ~r ~ehef-d~er ~ 1 track heads Hugo S, Surdi PresiOent lOIOTI2ooa John Mo Mahen Ill TI~ ceril~,ate remit eot b~ alterecl In a~ ma~rmr, k'~pec~om m a~ lee iden~rn~L by ~e~ smd~Ydab. Town Ha 53095 Main Road = D. Box'179 Southold NewYorK 11971 Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD (please print) (please priht } I contains less than 2/10 of certify that the solder used in the water supply system 1% lead. Sworn to before me this 3~& day of No'ca=y Public, ..~_~(/,f-f~O//'r~__ County C Oualified~ifl Sl~fOlk Co#pry ommiss[on bxpires Apd128, 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. 34737 Z Date JUNE 2, 2009 Permission is hereby granted to: LEWIS TOPPER 220 E. 65 STREET APT 19G NY,NY 10065 for : DEMOLITION & CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH DECKS PER ZBA DEC.#6248 AND TRUSTEES PMT.#7069 AS APPLIED FOR; FLOOD PMT. INCLUDED. at premises located at 120 PRIVATE RD #17 MATTITUCK County Tax Map No. 473889 Section 123 Block 0006 Lot No. 013 pursuant to application dated MAY 22, 2009 and approved by the Building Inspector to expire on DECEMBER 2, 2010. Fee $ 1,741.10 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. 35015 Z Date SEPTEMBER 21, 2009 Permission is hereby granted to: LEWIS TOPPER 120 TERRY LA MATTITUCK,NY 11952 for : ACCESSORY UNHEATED GARAGE PER ZBA AS APPLIED FOR; ALL PLUMBING OMITTED FROM PLANS at premises located at 120 PRIVATE RD #17 MATTITUCK County Tax Map No. 473889 Section 123 Block 0006 Lot No. 013 pursuant to application dated SEPTEMBER 17, 2009 and approved by the Building Inspector to expire on MARCH 21, 2011. Fee $ 212.80 / -- Authorized Signature Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~]...FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FiRE SAFETY iNSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 7-- ?- ~ ? iNSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~, FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE ~ INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE 7--/~ 0 ~___ INSPECTOR 3 7_37z_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ~ FRAMING S~RAPPI~..~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRIJCTION REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE 9- ~- C' ~ INSPECTOR~ 3 1737-7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/~ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ~ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ [~ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~/INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION ]FRAMING / STRAPPING [~X~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 3 - ~/~ FIE, LD INspECTIoN REPORT I DATE ~S~A~ON PER N.Y. / F~ ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~. FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONS~ [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE I I '"1 ~ ~ c~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ~c~' FI NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~.,~.~ ~S,,E~O~ ~O~A~O~ (~s~ ~O~A~O~ (2~) PL~G ~$~TION P~ N. Y. STA~ E~R~ CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 1 m 971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net PERMIT NO. Approved Disapproved 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 Flood Permit Storm-Water Assessment Form Contact: Mailto: Charles R. Guddy, Esq. PO Box 1547, Riverhead, ~NY 11901 Phone: (631) 36q-8?flO I Buil~lir~g Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS (}e}O~ Iq ,2009 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing co~[~, anti, regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~ (Signature of applicant or name, if a corporation) 220 E 65 St. Apt. 19G, New York, NY 10065 (Mailing address of applicant)../ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Lewis Topper (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (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: 120 Terry Lane (a/k/a 3606 Camp Minaota Rd.) House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 6 Lot 13 Subdivision N/^ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Residential 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost $600,000 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee 1 Number of dwelling units on each floor (Description) (To be paid on filing this application) see attached plan 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Iq/.q 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories q~ attached Dimensions of same structure with alterations or additions: Front . i. ,, ge,ar Depth Height Number of StO/%s: 8. Dimensions of entire new construction: Front Rear Height Number of Stories s~- al'tar'h~rl 9. Size oflot: Front 55.83 Rear ~.9. oo Depth 10. Date of Purchase 10/25[07 Name of Former Owner GFII-I Propertie.q. Ltd. 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES__ NO Will excess fill be removed from premises? YES NO__ 19G, lq'/, Iq'/ 10065 14. NamesofOwnerofpremises Lewis Topper Address 22 PhoneNo. (718) NameofArehitect David Bets Architecture Address470 Union Ave.~ PhoneNo (718) 218-8101 Name of Contractor Address Brooklyn, I, IY 112 llthone 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. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X 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. NO x STATE OF NEW YORK) COUNTY OF ~t:t~-~ ~s: Lewis Topper being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Owner (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. Sworn to before me this ~'~ ('~1 ] AL~NOKEST£NBAUM ~/ { N~A~Y PUBLIC ~ SIAic OF NEWYORK ~c ~OUALIFIED IN QUEENS COUNTY ~02KE~73179 COMM EXP ~:/,:,h'~, Signature of Applicant Jill M. Doherty, President James F. King, Vice-President Dave Bergen ARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town HallAnnex 54375MainRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone (831) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0540C Date: May 13, 2010 THIS CERTIFIES that the demolition of existing dwelling and accessory building, and construction of new dwelling with gutters, leaders to drywells, new one-car garage with gutters, leaders to drywells, new sanitary system, new crushed stone parking area, a I0' wide Non-Turf Buffer is to be maintained along the bulkhead At 120 Terry Path, Mattituck, New York Suffolk County Tax Map it 123-6-13 Conforms to the applications for a Trustees Permit heretofore f'fled in this office Dated 2/26/08 pursuant to which Trustees Wetland Permit # 7069 Dated 4/22/09 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 dwelling and accessory building, and construction of new dwelling with gutters, leaders to drywells, new one-car garage with gutters, leaders to drywells, new sanitary system, new crushed stone parking area, a 10' wide Non-Tuff Buffer is to be maintained along the bulkhead The certificate is issued to LEWIS TOPPER owner of the la?resaid property. Authorized Signature Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765.9064 RECEIVED FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 19, 2009 ZBA # 6248 - LEWIS TOPPER, Applicant CTM 1000-123-6-13 Location of Property: 120 Terry Lane (a/k/a 3606 Camp Mineola Road, Mattituck), adjacent to Great Peconic Bay. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of tile State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated December 5, 2008 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS: The Applicant's property is 49 feet wide, fronting along the south side of a private right-of-way (120 Terry Path, a/k/a Reeve Avenue) and 630.87 feet measured from the right-of-way line to the tie line along the average mean high water line at Great Peconic Bay. The property is improved with a single-family dwelling with additions noted in Certificate of Occupancy #Z-18344 dated August 31, 1989, and shown on the June 24, 1974 survey prepared by Robert A. Kart, L.S. for former owners, Patrick and Milly McMahon. The property is also improved with an accessory building with play room and sleeping quarters, and without kitchen facilities, as noted in Certificate of Occupancy # Z-2752 dated July 19, 1967 and Building Permit #3430-Z dated April 12, 1967. BASIS OF TI4E. APPLICATION: This application is based on the Building Inspector's amended October 10, 2008 Notice of Disapproval and the owner's request for a building permit to construct a new single-family dwelling and a new accessory building proposed with a nonconforming use (after demolition of the existing dwelling and existing nonconforming accessory building). The code sections for which this Appeal is based are: Sections 280-12 and 280-124, based on the October 10, 2008 Building Inspector's Notice of Disapproval: (1) the proposed single-family dwelling will be less than 15 feet on a single side yard; (2) the proposed single-family dwelling will be less than 35 feet for total side yard setbacks; Page 2 - March 19, 2009 ZBA #6248 - LEWIS TOPPER, Applicant CTM 123-6-13 (3) the proposed dwelling will be less than 75 feet from the bulkhead adjacent to Great Peconic Bay; (4) a new aCCessory building is proposed with (nonconforming) habitable space, and permitted uses are limited to single-family detached dwellings, not to exceed one dwelling on each lot. LWRP: TOWN CODE CHAPTER 95 (268) LWRP DETERMINATION A letter was submitted to the ZBA from the Town LWRP Coordinator stating that the new construction is inconsistent The existing 31' x 49' frame home on this Itt is 15 feet north of the existing bulkhead, and the applicant wishes to build a new 18' x 60' two-story home set back 40 feet from bulkhead. This decision by applicants to place the home back from the bulkhead makes the project more conforming to the codes, as well as the objectives and policy standards of LWRP. The applicant is requesting a new dwelling and accessory boathouse/storage building in new locations, after demolishing the existing buildings on the property. A letter was submitted to the Board of Appeals stating that the requested dwelling construction is not consistent with Chapter 268, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) ~tandards, and reasons stated in the LWRP Coordinator's letter to the Zoning Board of Appeals dated February 9, 2009, stating that under Policy 4 of chapter 268, the structure is proposed to be located in the FEMA Flood Insurance Rate Map (FIRM) AE8 Flood Zone, a high risk flooding area defined as: areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30-year mortgage. The letter suggests minimizing potential loss and damage by locating development and structures away from the flooding and erosion hazards, and to require the applicant to amend the proposed construction action to meet or further the LWRP Policies 4 and 5, and Section 280-116 for a greater (75 ft.) setback from the bulkhead. The original plan offered by applicant in this application shows a proposed setback of 40 feet from the bulkhead and (flooding and erosion hazard area), and has confirmed that alternative relief offered by the Board when voting would be accepted in the event the applicant is not granted as applied for at 40 feet. It is the opinion of the Board that a greater setback from the bulkhead would bring the new construction into greater conformity with the Zoning and LWRP Codes. The plan offered by applicant at 40 feet from the bulkhead does not reasonably eliminate the bulkhead setback nonconformity and creates a new nonconformity after demolition of the existing buildings. The location requested is 40 feet from the bulkhead adjacent to the shoreline, which does not minimize potential loss and damage from flooding and erosion hazards, or minimize losses of human life and structures from flooding and erosion hazards. Grant of alternative relief increasing the setback will achieve a great reasonable degree of conformity with the Zoning regulations, as well as the LWRP, which mandates the highest standards of coastal erosion/wetland/water bodies protection approved by New York State and Southold l~own. Page 3 - March 19, 2009 ZBA #6248 - LEWIS TOPPER, Applicant CTM 123-6-13 ADDITIONAL INFORMATION: Most of the homes in the applicant's immediate area were located more than 60 years ago and in current nonconforming setback locations. This section consists of many long, relatively narrow waterfront lots with cottage type or older, stately summer homes, the majority of which are nonconforming, although I~pdated in the past. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing February 19, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: Area Relief Requested: Proposed construction of a new single-family dwelling on a 32,044 square foot waterfront lot (land area between the street and the seaward 6f the bulkhead), or 33,126 sq. ft. total parcel size after demolition of existing dwelling and accessory garage building. The primary dwelling is proposed with a single side yard at 10 feet and total side yards of 30 feet, and 40 feet to the bulkhead at its closest points. Additional Information: The applicant confirmed at the February 19, 2009 public hearing and in its letter dated February 20, 2009, that there is no sleeping quarters or residential use of the boathouse/garage building, and the accessory building and its use are proposed as boat and other storage and only to meet code (without a variance). Reasons for Board Action: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the requested variance with respect to the bulkhead setback will produce an undesirable change in the character of the immediate neighborhood. The applicant's property and many of the adjacent lots are greater than 500 feet in depth (measured between the street right-of-way and Peconic Bay), 49 feet along the northerly lot fine, and 55.83 feet wide at the Bay. The existing character of the neighborhood is characterized as that of structures that have pre-existing non conforming setbacks which our code seeks to eliminate over time by requiring that any new construction be made to substantially conform to the code. These pre-existing structures are generally older and smaller than the new home construction proposed by applicant. Grant of a substantial increase, as applied for at 40 feet, will have the undesirable effect on the neighborhood of enlarging the nonconformity and preserving the nonconforming setback indefinitely into the future, rather than phasing it out over time. Such a result would be an initial step in transforming the neighborhood from a nonconforming cottage community to a nonconforming larger home community, which contradicts the intent of the Town Code to reduce nonconformities and protect shorelines. It is the applicants' contention that because most on the neighborhood structures have pre- existing nonconforming setbacks from the bulkhead, they should be allowed to continue and expand the nonconformity. The board finds that this is not a compelling reason to grant a variance that would exceed the code minimum by more than 65% for the setback from the bulkhead and 50% for the side yard. Page 4 - March 19, 2009 ZBA//6248 - LEWIS TOPPER. Applicant CTM 123-6-13 The deeper lots do provide a reasonable amount of space to move the dwelHng to an increased distance from Peconic Bay/bulkhead. During the hearing, the attorney for the applicant as well as the applicant, agreed to the Board's granting alternative relief in the event the application is not approved as applied for.' The Board has no specific concern with a five-foot reduction to allow a single side yard at 10 feet and total side yards of 30 feet for the new dwelling. The Board, however, determines that alternative relief is necessary to bring the setback into more conformity, to the code, by increasing the setback from the bulkhead for the new dwelling by an additional 25 feet from the applicant's request pf 40 feet. The alternative relief agreed to by the Board is for a setback at not less than 65 feet between the bulkhead and the new dwelling. During the hearing, the Board received significant testimony on the second (boathouse storage) building, and it was noted that the Building Inspector as a second dwelling in his Notice of Disapproval. At the hearing the attorney for the applicant, confirmed they are not proposing a second dwelling or a kitchen or sleeping quarters, and wish only to use the accessory building as a boathouse/storage/garage building. The applicant's agent also submitted two different design diagrams for the new accessory storage building which do not include areas for sleeping and/or cooking facilities or guest cottage/dwelling use. The Board determines that the first alternate diagram (GS 1, referred to as #1) would be the best of the three proposals, allowing for additional storage on the second floor. 2. Town Law §267-b(3)Co)(3)(2). The benefit sought by the applicant can be achieved by some other method for the applicant to pursue because strict adherence of the code would require a minimum 75 foot setback from the bulkhead. The total side yards would be reduced by five feet from the total 35 ft. code requirement, or 14.28% reduction. The Board finds that a distance of 65 feet minimum to the bulkhead wifl be more conforming to the codes based upon the area of older converted summer homes thai have variable setbacks than the requested 40 feet. 3. Town Law §267-b(3)(b](3)(3). The amount of relief requested is substantial resulting in a (47% reduction at 40 feet), instead of the code required 75 feet. 4. Town Law §267-b¢3)Co)(3)(5]. The difficulty has been self-created, except that the applicant wishes to demolish the buildings on the property and build new buildings to meet current building construction and fire safe~ty codes. Also, the applicant purchased or has owned this house with full knowledge that it is in a nonconforming location on the property and has chosen to ask for relief from the code, rather than to locate the new house on a conforming location. 5. Town Law ~267-b(3)Co)(3)(4). No evidence has been submitted to suggest that a variance in this. residential .c°mmunity. will not have an adverse impact on the physical or environmental conditions in the neighborhood. With respect to the dwelling, the town considers the physical conditions of this neighborhood to be substantially nonconforming and enacted a law (Zoning Code Section 280-122A) (and Zoning Interpretation under ZBA #5039-Walz) in an effort to grant relief to Page 5 - March 19, 2009 ZBA 06248 - LEWIS TOPPER, Applicant CTM 123-6-13 pre-gxisting structures as long as they do not increase the degree of nonconformity. The board finds that the applicant's reason to grant the variance because the non conformities already exist is not evidence to vary the code to the extent requested. With respect to the accessory boathouse-storage/garage building, the Board finds that applicant has modified the building plan and has not requested a variance to add sleeping quarters or similar living space, and that has confirmed that the building will meet current codes as to its use and construction (rather than as indicated by the Building Inspector's amended October 10, 2008 Notice of Disapproval). 6. The Board also finds, upon balancing the above-enumerated factors, that detriment to the health, safety and welfare of the neighborhood and community in granting a variance as applied for, concerning the dwelling, outweighs the benefit to the applicant, and that the variances sought for the setback of the .house to the bulkhead is denied, and Alternative Relief is granted, as noted below. RESOLUTION OF THE BOARD: In considering aH of the above factors and applying the balancing test under New York Yown Law 267-B, motion was offered by Member Oliva, seconded by Member Simon, and duly carried, to DENY the requested segback of 40 feet from the bulkhead, and to GRANT a minimum setback of 65 feet from the bnlkhead to the new dwelling; and to GRANT the requested side yard variances for the new dwelling subject to the following conditions: 1) The new (primary) dwelling shall have a minimum single side yard at 10 feet and opposite side yard at 20 feet, for total side yards of 30 feet. 2) Construction Of both the new dwelling and accessory building, and activities at the site, shall follow both the recommendations of LWRP letter dated February 9, 2009 and'shaH meet the drainage code to mitigate storm water runoff concerns; and it was further moved, to GRANT Alternative Plan gl dated 2/19/09 prepared by David Bers Architecture subject to the following conditions: 1) Use ShaH be accessory for storage and without heat, without sleeping quarters or dwelling-type habitable use, and containing only the utility of electricity for lighting and security; 3) Any plumbing shah be restricted to the outside walls of the building, for the purpose of an Outdoor shower and domestic water for irrigation. 2) Roof height shall not exceed the height of 18 feet. Page 6 - March 19, 2009 ZBA #6248 - LEWIS TOPPER, Applicant CTM 123-6-13 That the above conditions be written into the Building Inspector's Certificate'of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This actiOn does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degre~ Vote o.f the Board: Ayes: Members Goe]~ger (Chairman, ~on, ~eisman, and Schneider. This Resolution was duly~ted (5-~. J~/ y~//~ A'pproved for Filing / ~ 2 4 200 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK 7069 DATE: APRIL 22~ 2009 iSSUED TO: LEWIS TOPPER PROPERTY ADDRESS: 120 TERRY PATH, MATTITUCK SCTM# 123-6-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code 6f the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting h,eld on April 22, 2009, and in consideration of application fee in the sum of $250.00 paid by Lewis T~el· and subject to the Terms and Conditions as stated ia the Resolution, the Southold Town Board of Trnstees authorizes and permits the following: Wetland Permit to demOlish the existing dwelling located 15' north of the bulkhead and construct a new dwelling 65' from the bulkhead; demolish the existing accessory building, constructa one-car garage, abandon the existing septic system and install a new sanitary system, and install a new crushed stgne parking area, with the conditions of a line of staked hay bales with silt fencing is installed landwKrd of the 10' non-turf buffer prior to construction, the installation of a 10' non-turf buffer landward of the bulkhead, the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, and as depicted on the survey prepared by John C. Ehlers Land Surveyor, last dated April 12, 2009, and received on April 14, 2009. IN 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 C~rcle Road~ Stony Brook, NY 11790 - 3409 Phone: (631) 444-0395 · FAX: (631) 444-0360 Webslte: www dec state ny us June 18, 2008 Letter of Non-Jurisdiction. Tide_! Wet ands Act. Lew~s Topper Apt, 19G 22O E 65~' St New York, NY 10065 Re: Topper Properly 120 Terry Path Mattituck, NY 11952 SCTM# 1000-123-06-13 DEC# 1-4736-03819/00001 Dear Mr Topper: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prier to 8/20,~77 as evidenced on NYSDEC Tidal Wetlands Map# 708-538 and as shown on the survey prepared by Robert A Kart dated June 24, 1974, is beyond the jurisdiction of Article 25 (Tidal Wetlands) Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661 ~ no permit is required under the Tidal Wetlands Act Please be advised, however, that 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 necessa~ precautions are taken to prevent any sedimentation or ether alteration or d~sturbance to the ground surface or vegetation within Tidal Wetlands judsdicton 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 hay bale berm. ' ' Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies cc¸ Catherine Mesiano MHP S~cerely, /~ Laura J Scovazzo Permit Administrator Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FOR~, PROPERTY LOCATION: $.C.T.M. ~: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF DIs~=l Secflo, Block lot ~IA[. IN THE STATE OF NEW Item Number:. (NOTE: A Check Mark (~) for each Question is Required for a Compk~te Application} -- ..... Yes No I Will this Projec{ Re~ain All SIorm;W~ter Run-Off Generated by a Two (2") Inch Ra nfall on Site? r'~ (This item will include all mn-off created by site cleadng eed/or construction activities as well as all Site X Improvements and the permanent creation of im0ervious surfaces.) -- 2 Does the Site Plan and/or Survey Show Ail Prepesed Drainage Structures Indicaling Size & Location? X This Item shall include all Proposed Grade Changes ar~l Slopes Controlling Sun'ace WaterFlowi 3 Will this Project Require any Land Filling, Grading or Excevatioe where them s a Change t~ the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcet? X 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sun'ace? X 5 Is there a Natural Water Coume Running through the Site? Is this Project within the Trustees iUdsdiction or within One Hundred (1 Off) feet of a Wetland or Beach? X__ 6 Will there be Site preparation on Existing Grade Slopes which F-xceed Fifteen (15) feet of Vedical Rise to r~ One Hundred (100') of Hodzonts Distance? X 7 Will Driveways, Parking Areas or other Impendous Surfaces be Sloped to Direct Storm-Water Run-Off into and/or tn the direction of a Town right-of-way? ' 8 Will this Project Require the Placement of Material; Removal of Vegetation and/or the Constructio~ of any Item Within the Town Right-of-Way or Road Shoulder Area? X._ (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the'One Hundre~ (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submiffed for Review Prior lo Issuance of Any Building Pen'NiB EXEMPT ON.' Yes No Does this project meet the minimum standards for classi§cafion as an Agricultural Prejecl? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Required! STATE OF NEW YORK, -- -- COUNTY OF.,...q .u...e_e. ,n_ .s. ......................... SS That 1, Lewis Topper .............................................................................. being duly sworn, depOses and says that he/she is the applicant for Penuit, (Name of individual signing Document) And that he/she is the Owner Owner md/or representative of the Owner o£ Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statemems contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the~a~]~ ~'..-. -~,7,~,- ' - -;' - ~ - ~ - Sworn to b~:fore me this; ~. .h~.~U I~[J~ -/f ~ I NO'tAint' PUBLIC J~ ,,~ / ' ! 7 . ~ ~"[ ~"~I'ATE OF NEW yQJ~ No~r7 ~ubiic: ~....[. ....... ~ .... - ~--~ FORM - 06/07 JUl. 2 9 ~ BLDg. DEPT. tOWN OF $OUTHOLO BREAKAWAY__/ VENT, TYP 1 WEST ELEVATION Topper Single Family Reeldence ~ CSK-4.2 I TOWN OF $OUTHOLD A?PLICATIOhl PAGE FLOODPLAIN DEVELOPMENT PERMfT APPLICATION This form is to be filled out irt duplicate. SECTION 1: GENERAL PROV1SIONS (APPLICMqT to rcad and sim): 1. iNo work may start until a permit is is4ued. 2. The pcrmlt may be revoked finny false statements are made hcr¢im_ 3. If revoked, all work must cease mat] permit iq re-issued. Developmeht shall not be wed or occupied until a Certificate of Compl/amcc is issued. 5. Thc permit will exph-~: h" i:,o work is commenced within six months of issuamcc. 6. Applicam i~ hereby informed that other permiu may be required to fulF~ loc:d, state amd federal regulatory requh-ements. 7. Applicant hereby glvc~ co.eat to the Local Administrator or hi,/her representative to make ~:easoaabl¢ inspections required to verify B. I, THE. APPLICANT, CEI/.TIF'Y THAT ALL STAJ'EMEHTS HE~.EIFI AND m ATTACHMENTS TO . rms ~uc~aao~ ~u~ TO SECTIQN 2: PROPOSED DEVELOPMENT ("To be completed by APPLICA/h~} NANiE ADDRESS TELEPHOHF A~PLICAJqT Lewis Topper 220 E 65 St. Apt. 19G, New York, NY 10065 BUILDER to be determined (718) 229-1113 David Bets, Architect PROJECT LOCATIOIN: To avoid delay in p~ing the applicmdon, please provide cnouDh im"ormatiou, to easily identify thc project ]ocadam Provide the street addrcx& lot number or legal, d~crlptian (atlach) and, outside u~bam areas, the di~tamcc to the ncarcx( iatcrsccthag road ar v~U-knovm I~tdmark. A sk'ctch attached to ~ application shovAng Iht projcot location would be hctphz[. SCTM#1000-123-6-13; 120 Terry Lane,(a/k/a 3606 Camp Mineola Rd.) Mattituck FDP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF' WORK (Check ali applicable boxcs): STRUCTURAL DEVELOPMENT ACTIVTTY ~ New Structure [] Addldon [] Alteratloo [] Relocation ~ Dem6[idon' ' [] Replacement xSTRUCTU RE TYPE ~ Residential (14 Family) [] Residential (More than 4 Family) [] Nou-rnsldenfiad (FloodprooFmg? [] Yes) ~ Combined Use (R.~idential & Con:u:ncrc:ixl) [] Manufactm-ed (Mobile) Home (In Manu- factured Home P~k? [] Ye~) E.STIMATED COST OF PROJECT $ 600,000 B. OTHER DEVELOPMEI.I~ ACTIVITIES: [] Fill [] Mining [] Drilling [] Grading [] Exca~radon (Except rot Structural Development Checked Above) -- [] Watercourse Alteration (Including Dredging and Chasmcl hiodLficationx) U} Drainage lmprovement~ (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) C~ lndSwiduld Water or Sewer System [] Other (Plea_se Specify). A~ter complet~g SECTION 2, AS'?L[CAJqT should submit form to Local Add:ni~uator for rd~.4c'~,. ~EC"'FION 3:. FLOODPLAIN DE'IW. RMINATIOH ['To be completed by LOCAL ADF, fIFUSTRATOIT)_ Thc proposed development ix located on FIRM P:mcl No , Da~ed The Proposed Development: [] l~ lqOT located in a Special Flood Hazard Asea (Noddy thc applicant that the application review ix complete and NO FLOODPk.&[N DEVELOPMENT PER~{]'T IS REQUIRED). [] Ix located in a Special Flood Hazard &rca. FIRM zone de-qig:nalinn b 1.00-Yeaz flood clcvatiou at cbc site b: Ft. NGVD (MSL) C] U uavailablc ~ Thc urok.,~.d d,~',clupmcm is Ioc~tcd iu ,, guudv,'a) FBFM Panel No. Dated ~,/SIG NED A~P LICATION ~ PAGE :3 OF 4 SECTION_~: ADDITIONAL INFORMATION RE©UIRED~'To hc comDleted by LOCAL ADMINIS. TRATOR_~ The apptic3~t must submit thc documents checked below be[ore Ibc ~,pp[icaLion ~ bc proc¢~ssed: O A site pla,a sbo~mg (be [ocatioo of MI cXiStLug struclurcs, water bodies, adi~]ccgt roads, lot dimension~ ~nd proposed developmcut. [3 Devcl0pmeu~ plans, drawn to scale, and sp¢cificatkon& inctuding where appficablc: dc. this for amchoring structures, proposed elevation of lowest floor (including basement), ly~pcs of water rcsLstant materiMs used below the. first floor, detail~ of floodprooFmg of utkl]ties located below the first floor and details of cadnsuxes below thc f'u-st floor. Al~o~ [] Subdivision or other development pla~s (If the subdi,Asior~ or other development exceeds. 50 lots or $ acres, whichever is the lesser, the. applicant must provide tOO-year flood elevations it' thc)' are not otherwise available). [] Pla.~ showing the extent of watercourse relocation and/or landform alterations. [] Top of new Fdl elevation Ft. NGVD (MSL). [] Floodproofmg protection level (non-residential ord¥) Ft.' NGMD (MSL). For floodproofed sWuctures, applicant m~t attach cettL, qcatlor~ from registered englneex or l] Certification from a registered engineer that the propo,~ed ac~i¼t~ in a regu. latory floodway vAll not result in ~ i~cre~c i~ the height of the 100 ye~ flood. A copy of ail data md caictdadons supportLng tlfia Finding mu~t also be submitted. Iq Other: ~E(~TTIQN 5: PERMIT DETERMIHATION fT9 be completed bY LQ~CAL ADMIH~I~'FLATQ~J I b~.ve detmmined that thc proposed activity: A. E] ts B, E3 Is not in conforraance with provkions of Local Law ~ , 19 . The permit Ls L~.sucd subject to the conditions attached to and made par~ of this permit. SIGNED , DATE f B~A~d!cck¢!~, thc Local Admitfi~tralor may L~sue a Dcvdopmcm Pemfit upon payment of designated If~BQX B i~ cbec~kcd, thc Local Administrator wtll provide, a wriltcn summary of deficiencies, Applicant may revise and resubmit tn application m Ibc Local Administrator or may request a bearing from Ibc Board of Appeals APPLICATION PAGE 4 OF ,l APPEALS: Appealed to Board o[Appeals? UI Yes [3 Ho Hearing date: Appeals Board Decisioo -Approvcd? FI Yes Condilioas ENo SE(fi'ION 6: A~-IIUILT ELEVATION,5 (To bc submitled by ^PPLICA/TI' before Certificate of Compliance is issued/ The I'ollowlng information tn~t be provided (or project structures, l~.is section tnu~t be completed by a registered prot'essional cap, meet or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. Actual (As-Built) Elevatiou of the top of ~h¢ lowest floor, bduding b~ement (in Coastal High Hazard Areas, bottom o£ lowest structural member of the lowest ftcmr, cxdudlng pillng and cohtmns) is: FT. NGVD 0vlSL). 2_ Actual (As-Built) Elevation of floodpraofiag protection is PT. NGVD (MSL). '? MOTE: Any '~,'ork performed prior to st~0mitttl of ~¢ above blormation is at tlic risk o( thc Applicant. / ~.ECTION 7: COMPLIANCE ACT'Iff)iff (-Fo be comp~£ed Dy LOCAl. ADMIIfflSTRATOR) Thc LOCAL ADM[Iff[STRATOR will complete this secxion as applicable based on b~sp¢ction o£ the project to ensure complilacx: 'Mth the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCFES? [] YES El NO DATE BY DEFICIENCIES? iD YES iD NO SECTION ~: ~ERTIFICA'IE OF C_QMPLIAN(~E(']'o bc comrdeted by IX)CAI. ADh'[INI~I'RATQR~. Cea[tic. ate o( Compliance issued: DATE: BY: Attachment B ~A~PLE CERTIFICATE OF COMPLIA/qCE Development in a Special Flood Hazard TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAl, FLOOD HAZARD (OVVNER MUST RETAIN THIS CERTIFICATE) PRJEMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND Al)DRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BU[LDIblG (D VACAh~F LAND TIlE LOCAL ADM[NISTKATOR [$ TO COMPLETE A- OR I3. BELOW: COMI LIANCE IS HEREBY LOCAL LAW # ,19 SIGNED: CERTIFIED WITH 'lite REQIJIREMEN~I'S DATED: OF COMPLIANCE IS HEREBY CERTIFIED WITH TI{E ILEQUIILEMENTS OF LOCAL LAW # __, 19__, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CtC(9]) ~ D. IIB_LY, P.E. ,x~ Canm.llling Engineer m~,~. W-l ~4 Bezel Lene I:~lAWN BY Smithtown, N.Y. 11787 CI-ECKED BY TD~. (631)724-7888 SCALE N 0 N E Topper Resdence - Wind Analvs~s oF_ I0 DATE 3-4-0D .DA'I~. 3-4-0~ TOPPEr RESIDENCE 3605 CAMP MINEOLA ROAD, MATTITUCK, N.Y. 11952 Wind Design In accordance with Residential Code of New York State (2007 Edltlen), as encloesd building In accordance with ASCE 7-02 (Minimum Design Loads for Buildings and Other Structures) in exposure C. Design Wind Load = 120mph(3 second gust) 1OOmph(fastest equivalent) GC~ = +0.18 GCpf = +0.56 -0.18 -0.45 Uplift Load on Maln Roof Rafters =, 27.4psf(1.29) = 35.3psf (ASCE 7-02 Figure 6-2) (Design entire roof for most critical Ioodlng condition, wlthln 4' from edge) Roof Rafters to Suopar~s (_16" Uoxlmum Uplift ,- (35.3psO(8'X1.33) = 375# At Stud Wall, Use (2)Simpson "H2' O 16" o.c. (Pa 460~)[Detoll At Wood Beam, Use (1)Simpson 'H2.SA" O 16' o.c. (P-535~)[Detail Roof Glrdara to Stud Wall Uplift(may.) = (3.75/1.33)(14-/.2) 1974~ Use (1)Simpson LGT3-SDS2.5; ~'~ = 3170~[Detoil "C"] ~-mld Floor Studs to First Floor Studs O 48'o.c. Up.ft = [375 - 73(e,0)]3 ,- use (1) Simpson CS20 Flrst Floor Studs to Foundation O 48"o.c. Uplift = [295 - 1.33(60)]3 = 64~ Use (1) Simpson 'CS20'~48"o.c.; (P=lO3OtJO[Detall "F'] THOMAB D. FII~J_Y, PI= ~ Engineer =::, .o. ~4 Bezel Lane DRAWN BY 8rrdthtown, N.Y. 11787 CHECKED BY TDP-. (631)724-7888 SCALE NONE Top'?er' ~esictence - Vv'm~ Analysis c~ 10 DATE. 3-4-0D .DALE: 3-4-0~ TOPPER RESIDENCE 3605 CAMP MINEOLA ROAD. MATTITUCK, N.Y. 11952 Typical shear wall "A' consists of ~" plwood on exterior face wlth 8d nails 0 5"o.c. along edges and 6'o.c. In field and ~" gypeum board on interior face with 5d cooler nalle 0 7'o.c. along edges. Shear wall capacity -- (1.4)4.50 + 100 -- 73Oil/ft. [WFCM Table 5C] Typical Shear Wall 'B" conslets of ~" plywood each face with 8d nolle ~ 5" o.c. along edges and 6~ o.c. in field. Shear Wall capacity = (1.4)(450)(2) =12601~ LATERAL LOAD ON FIRST FLOOR SEO. IENIED SHEAR WALLS (Wind in Eest to West direction) V = 35psf(64')(15.Sevg.) = 32,756 t~ Exterior wall of Idech, Room/Bathroam North Wall of Lavatory/Laundry South Wall of Mech. Space/Cloest Wall 0 North end of Kitchen Area V Wall 0 South end of Kitchen Area V Rigid Frame at South Wall of Uving Room V = (750)(8) = 5,840~ v = (12fi0)(4) = 5,040~ V = (1260)(6) =. 7,5601~ = 126o(4) = 5,04o# = 1260(4) =, 5,040t~ V = 4.992~ Totol = 33,512# > 32,756~ O.K. LATERAL LOAD ON FIRST FLOOR PERFORA~--D SHEAR WALLS (Wind in North to South dlrectlon) V = 33psf(24)(21avcj.) =, 16,632t~ Exterior Wall of VesUbule/Closets Exterior Wall of Bathroom/Bedroom East Wall of Uving Room West Wall of Llving Room V= (730)(20) =. 14,600f V = (730)(12) = 8,760~ V = (730)(14) = 10,2201~ v = (730)(16) = ~ Totol = 45,2601~ > 16,632# O.K. DETERMINATION OF WIND pRF_c~,tlRE ON WINDOWS AND EXTERIOR DOORS Critical condition Is windows wlthln 4' of corners Wind pressure = (1.18)(33) = 39psf USE .~nn.f DESIGN PRFq~IIRE FOR ALL WINDOWS AND EXI~-RIOR DOORS FILE: ~ D. I:II~U.Y, pi= ~4 B~z~q I.~n~ ,~ ~ 8mJthtown, N.Y. 11787 (e81)724-7888 Topper Residence - Wind Analys~s o~= 10 DATi= 3-4-O9 .DA'~ 3-4-09 (2) SIMPSON R AFTER/S .T,U D TIES ~:~ 16' RAFTER TO STUD WALL CONNECTION -- DETAIL "A" 11-K:)MA8 D. RELLY, P.E. ~..4. Bezel Lane ,.., ~'h~ Smithtown, N.Y. 11787 (631)724-7888 ~,::, NO. DPAWN BY ChECr, ED BY TDP-. SC~_E Topper Phesldence - Wind Analysis c~: IQ DATE. ,DALE 3-4-09 ~SiMPSON H2.5A / RAFTER/GIRDER TIES <iA> 16" ROOF RAFTER TO GIRDER CONNECTION DETAIL "B" 11-K21dA8 D. FIELI_Y, P~. ~..4. Bezel Lene .~ ~ 8mithto~n, N.Y. 11787 (~.~1)724-7888 Topper Residence - Wind Analysis a: I0 DA'Il: 3-4-09 DATE_3-4-O$ HEADER SEE PLAN FOR SIZE (1 ')SIMPSON LGTS-- /SDS2.5 HURRICANE /STRAP WITH (12) SDS }'4.x 2~ SCREWS TO GDR.,~ (4)"~4x5 TITEN HD SCREWS TO WALL STUDS HEADER/JACK STUD CONNECTION DETAIL "C" ~ D. FIEIM.Y, pi:= ~4 Bezel Lane ,~.~ ~',~ Smithtown, N.Y. 11787 (631)724-7888 Top'F~er I~es~c~ence - Wln~ Analy~l~ oF I0 DATF 3-4-05 .DA"I'E 3-4-05 / (10)8d NAILS ~' 1''-~- O.C. -- 2x10 RIM JOIST (10)8d NAILS ~ 1'''4- O.C.- 0 ~-0 0 wZ ~0 : []_ SECOND FLOOR EXTERIOR WALL STUDS TO FIRST FLOOR EXTERIOR WALL STUDS JOISTS PERPENDICULAR TO WALL--DETAIL "D" THOMAS D. FIBJ.Y, PF- C4 I~z~ L~r~ ,~,~ ~'1~ 8mithtown, N.Y. 11787 (631)724-7888 ~::, NO. W-7 ~ I~, TDR Topper Residence - Wind Analvsl~ oF IQ DAlE 3-4-0S .DAI~ 3-4-0D (10)8d NAILS 1"-+- O.C. (10)8d NAILS ~ 1""~' O.C, -- 0 SECOND FLOOR EXTERIOR WALL STUDS TO FIRST FLOOR EXTERIOR WALL STUDS JOISTS PARALLEL TO WALL--DETAIL "E" THOMAS D. FIBJ..Y, P.E. ~4 Bezel L~ne .~ ~,'.~ ,~ithto~., ..Y. ~7 (~)724-7~ =~.l NO. W-8 DP~W~ BY I$PP-. CHECKED BY TDP-. Topper P-.esldence - Wind Analysl~ o~. , DA'I~ 3-¢09 DAI~ 3-4-09 I .I-- SIMPSON CS20 '~*~1 @ 48" o.c. I-.I--,/," *OLT ~ J X 12" LONG ~,J @ 36" o.c. / _~_" (1) # 5 T & ~ B. CONT. 1_16" x 8" J- CONC. FTG. (4) 10d NAILS =SIMPSON CS20 STRAP @ 48" O.C. WRAPPED AROUND DOUBLE 2X6 SILL PLATE ",~"¢ ANCHOR BOLT ~ 3' O.C. GROUND FLOOR EXTERIOR WALL STUDS TO FOUNDATION DETAIL "F" 'tHOMAS D. FI~ILLY, pi= ~'~4 Bezel Lane Smithtown, N.Y. 1/787 (631)724-7888 Topper Residence - Wind Analysis o~. DA-ri= 3-4-09 OD BLOCKING / WITH .~"¢ THRU--BOLTS ~, 24-" o.c. '-I // // -'1 % / SIMPSON H/210 © EACH JOIST FLOOR JOISTS TO STEEL BEAM CONNECTION -- DETAIL "G" ~4 Bezel Lane 8rnithtown N.Y. 11787 (631)724-7888 W-lO TDR Topper Residence - W~nd Analys~s ,DA-ii= .DATE (2)SIMPSON RAFTER TO __ SEE DETAIL H2 II ~OOF AFTERS ~' 16" II OoC. 8d NAILS @ 6" IN FIELD ,IPSON CS20 SECOND FLOOR TO FIRST FLOOR STUD "D" 84: "E" IF --IF --IF --IF ~1 II SOLID II II II II II II III II II II II II II II II II III Mb= =lb= =il- Mi-- Mb= =ill II II II II II III II II II II II III II II II II Ill II II II II / SIMPSON FIRST FLOOR STUD/ TO SILL PLATE SEE DETAIL "F" FOUNDATION WALL TYPICAL SHEAR WALL (MWFRS) ~2" PLYWOOD SHEATHING EXTERIOR FACE;~z" GYPSUM BOARD INTERIOR FACE--SHEAR WALL "A" (~" PLYWOOD SHEATHING EACH FACE OF SHEAR WALL "B") TRIPLE STUD ;ON HD14A HOLD DOWN OR EQUAL SEE DETAIL DETAIL EQ 4/G201,~ EQ~ CANTILEVER ABOVE HUBSEL WNGG-150 CLG MTD. LIGHT FXT 5/4" X 4" MAHOGANY WOOD DECKING ON TREATED FRAMING (2) 2X4 KAYAK SUPPORTS W/1/2" STL. ROD CONNECTED TO UNDERSIDE OF FLOOR ABOVE. PROVIDE STL. ANGLES BOLTED TO WALL, KERF WOOD SUPPORT AND THROUGH BOLT TO STL ANGLE \ \ 17'-0" ~. \ PLYWD LAYOUT ON CLG TO MATCH JOINT LINES ON LOFT FLOOR ALIGN FXI~ W/PLY1ND JOINTS ABOVE ~, ~ / / I \\ \ LINE OF STORAGE LOFT ABOVE F~UOR. LIG HTOLIER mG^R^GE II TO LOFT 9'W X 8'H DOOR 1000 6'-6 3/4" 18'-1 1/2" ,~ 3'-4 3~4" 24"W LADDER W/2X4 RUNGS EVENLY SPACED MAX. 10" LAG-BOLTED TO (2) 2X6 LADDER BEAMS. BEAMS TO EXTEND 42" ABOVE LOFT FLOOR LEVEL OPEN TO ABOVE BREAKAWAY FLOOR VENTS, SEE FND. PLAN GARAGE DOOR OPENER, ~ -- PROVIDE ELEC. 5/4" X 4" MAHOGANY ~ WOOD DECKING ON // // TREATED FRAMING I/''I ~ HUSBEL VBGG-150 WALL MTD. LIGHT FXT OMIT LIGHT AND SWITCH OMIT FAUCET OMIT SINK & PLUMBING LINE OF CONC. WALL BELOW PROVIDE CONC. APRON TRANSITION 1 GARAGE FIRST FLOOR PLAN 1/4" = 1'-0" Topper Single Family CSK-5 J SUt VE¥ OF Pt OPE T'r' 5,H'UATE, MATTITUOI< TOINN.- 50UTHOLD .'SUr-FOLK COUNT'r, N'r' FOUNDATION LOCATION 09'-0q-20C~1 ,SARAbE FOUNDATION LOC. 10-21-200q .'.'.'.'.'.'.'.'.'.SUF:F:OLK OOUNT¥ TAX :It lO00- 123- ~ - 13 LE'W]S E. TOPPE~ F~ST ,~A~.,P~C~ T]LTIL~ COMP.~4Y OF NEW YOP3~ X DETAIL I"= ~0' :q E MONUMENT POUND' FLOOD ZONES AS ANNOTATED FROI"4 FIRM MAP No. :~610~"'-.Z;'462 H DATED MAY' 4, Iq<lb AREA = ~,~,126 5.F. or O.-f(20 Acre AREA EXCLUDIN~ AREA 5EANARD OF THE t~ULKHEAD 92,044 5.F. SUFFOLK COUNT'( HEALTH ]DEPT. REP. # RIO-Ob. OCT ,'; ? 2309 BLDG. DEPT. TOWN OF SOUTHOLD 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369 8287 REF.\\Compaqserver\pros\05\05-350 foundation location.pro ®FP. APHIC SE. ALE .SURVE'I' OF PROPERTY 5ITUATIE:MATTITUC. K O.j . SUFFOLK C, OUNT'¢, NY FOUNI~ATION LOGATION O-7-Oq-2OO~ SUFFOLK COUNTY TAX # I000- 12~-~- I~ CO.ANY O~ I~f//W YO~ DETAIL I"= ~0' NOTE5: I'.'IONUPIENT FOUND I=LOOD ZONE~ AS ANNOTATED FROH FIRH HAF No. ;~210~__,0452 H DAT'E~ I"lA"r' 4, Iqq,~ AREA = ~D,126 S.F. or' O.-f60 A~ro AREA FXC_.,LUDIN~ AREA 5EAHARI~ ~ ~ ~LK~ D2~44 5.F. -GUt=FOLK C.OUNT'r' HEALTH DEPT. P4EF:. #RIO-( JUL 2 0 2009 BLDG. DEPI', TOWN OF SOUIHOtD N.Y.S. LIC. NO. 50202 369 8288 Fax 369-8287 REF,G:\05-350 foundation location.pro ~P-.APHIO .GC,ALF N S E [..BW[S B. TOt, t'u~ MARGARET SAVBP, POOL BANK ON AMERICA, N.A. ~ AMB~CA_N -t].-t t,,1B INSURANCE COMPANY OF NEW YORK~ 20~3 / 42.24 = 4.DI V.L.P. REGUIRE~ 2. 8~'-O" PlA. X 9'-0' Pt=-'~H PRAI~ POOL5 ~ V/.F. Roof= ~XO,I1XID = 103 I0'/ / 42~.4 = 2.54 V/J=. I ~"""'0' PtA. X D'-O" I~ ~ll',~k~=,lE POOL5 ~ VJ-.F. I=~IE~ ELEVATION~ ~E EUFFOLK ~ TOPO FLOOD ~ A~ ANt, IOTAll~ PROWl FIRt4 HAP No. ~:~1~2 H DAT~ HAY 4, Iqq~' AREA = ~,126 5.F. ce O."/~O Acre AF;~_.A EXCLUPlNS, AREA 5EAPIARD EXI~TINE, ~ ~ ~,~ TO BE P..A~-'~ EXI,~TIN~ E=C=FTIC, .~'r'E~'I'L=H TO E~E REHOV~P A~ 8s ~igh~ oF~ DATA: X SEPTIC S¥STEh4 DETAIL NOT TO SCALE SEPTIC DESI®N JOSEPH FISCHETTI, PE I-/25 HOBAt~,T ROAD SOUTHOLO, N.Y. IIq']'l 6 EAST M~ S~ET N.Y.S. MC. NO. 50202 ~, N.Y. 11~1 369-8288 F~ 369-8287 ~FA~mp~e~pms~5-350 SIT~L~ ~DA~ ~3~8.pm N W ~ E S 5URME'r' OF PROPERTY TO~ ___ _. : 2-1~2~b, ~-~-2~b 01-~-2~b ...... ~5,~ ,,,~ x o.n x ,.o = 2~ c.F. /' ' ~ I ~'~" DA X~'~" ~~1~ ~L5 ~ ~ ~ FL~ Z~ ~ A~TA~ ~ Yl~ HAP Y/ ~U ~. A~A = DD,12~ 5.F. ~ O.1~ ~ ( A~A ~GL~I~ ~ ~ ,~ I ~ ~K ~. ~P. ~ ~t 5TA~A~ · ~::- ~: .. -.. ~,~- ' · S~ DATA: S~TIO ~STDM DETAIL ~.:..- [J ~ ~/~" ~__'~X~ ~ ~-~ ..... J~~r~LERS LAND SURVEYOR 6 EAST M~ S~ET N.Y.S. LIC. NO. 50202 ~, N.Y. 11~1 369-8288 F~ 369-8287 ~F.%Compaqse~e~pmsX0~05-350 SI'I'~L~ ~DA~ ~3~8.pm PROPERTY: 32,044 S.F SUP..'vI ¥ OF PS OPi=tqTT 51TUATE.. HATTITUGK TOHN.. 5OUTHOLP SUFFOLK CX2UNT , 1~5T HOLI~ ROOF (DINELLIN~) 121N~LLING ROOF AREA IIq5 5.F. ItT5 X O.1'7 X I.O : 2OD O.F. 2OD / 42.24 = 4.DI V.LF. ~I~D ~VID~ 2 6'~" PlA. X O'-O" PE~H ~I~E POOLS ~OF (6A~6~ ~A~E ~OF A~A 6~ 5.F. 6~0 X 0.1~ X 1.0 = IOU ~.F. I01 / 42.24 = 2.~ VL.F. ~UI~D ~OVI~ I ~'~" DIA. X ~'~" ~ V.L.F. ~OVIDED MONUMENT FOUND FUE,/ATIONS R~FEF~NC, E SUFFOLK C. OUNTr' TOi FLOOD ZONE-~ AS ANNOTATEP I=ROM FIRM MA No. ~3610:~3C~2~2 H DATED MAr' 4, Iqq8 AREA = ~33,126 S.F. or' 0.'760 A~re AREA EXGLUDIN~ AREA ~A~IARI2 OF TIlE BULKHEAD ~32~:244 S.F. FXISTIN~ FIOt~F AND ~ARA~E TO E3E t~aJ_FP EXISTING 5EPTI6 Sr'STEM TO BE REMOVED AS PER SUFFOLK 60. OEP. OF HEALT STANDARI2~ ~=~- IN PAL~ NW N E SBTB DATA: PROPERTY SEPTIC. SYSTEM DETAIL FF EL' lO0' NOT TO ~OALE .~OFFOLK GOUNTr' HEALTH DEPT. REF. # t~10-08~-004~ SERTIG DESIGN JOSEPH FISGHETTI, 1725 HOBAP--T t~.OAD SOUTHOLD, N.'f. IIC171 ©51 q65-Pq54 516 S48 6764 6 EAST MA. IN STRF{ET RIVERHEAD. N Y. 11901 N.Y.S. LIC. NO. 50202 369-8288 Fe 369-8287 ~ALE © REF.\\Compaqser~ er\pros\05\05-350 SITEPLAN UPDATE 05-27-2009.pro SURVEY OF PROPERTY 51TUATE: HATTITUOK TO~tN.- SUFFOLK CX:~NT~, N'r' POUNE)ATION LOOATION O]-Oq-2OOq ~At~.A~E FOUNDATION LOO. 10-21-200~ FINAL SURVEY 12-2q-200~ 5~)FFOLK OOUNTY T~O< # I000- 12~ - ~- I~ C'F_~TI~'~D TO: ~$ ~. TOP~ B~ OF AM~C~ N.A, CO~A~ OF ~ YO~ 24.5' ~ETAIL I"= DO' NOTE5: N % MONUHENT FOUND FLOOD ZONE¢ AD ANNOTATED FROM FltP~¢I MAP No. ~(210~--.O4¢2 H DATED HAY 4, Iqq~ AREA = DD,126 ~.F. or 0.~60 Acre AI~A EXCLUOIN~ AREA ~I=AJNAI~J~ ~UFFOLK OOUNTY HEALTH ~EPT. ~EF. # R10-0¢-004~ JOHN C. EHLERS LAND SURVEYOR 6 EAST MA]~ STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 RE~.C:~)ocuments and Setfings\Ownet~My Documents~My Dropbox~05~03R05-350 Final Map.pro ~RAPHIC 5xDALE GENERALNOTES 1. The drawlnge and .panlflcatlone are complimentary; what is required by either is included in the Contract· It is the intent of the drawings and specifications to include all labor, materials, shoring, protection, and ether items that are necessary, to produce the work described in a safe, complete, correct, and finished manner· 2. The work shall be done in compliance with all applicable City, State, and Federal construction and safety regulations, and in compliance with all utilities. All trades to be licensed and insured· S. The warranty period shall be one year from the date of substantial completion, and shaft cover all new work. All repairs or corrections made during this period shall be made in a timely manner, and without cost to the owner. 4. All Work Copyright David Bers 2009 5. The contractor shall examine site and verify all dimensions and conditions on the site and be reponsible for same. In case of discrepancy conflict or doubt, notify architect in sufficient time to resolve issue before proceeding with work in question. 0. Do not scale drawings. 7. All items and hardware to be installed and supplied by G·C. 8. C.C. to provide samples of all finishes for approval by Architect prior to fabrication. Shop drawings to be submitted to Architect for all millwork for approval prior to fabrication. 9, Submittals: a. CabinetJMillwork Shop Drawings b. Finish Samples c. Hardware Alternates (if applicable) d. HVAC Shop Drawing and Equipment Cuts e, Appliance & Plumbing Cuts f. Exterior Windows & Doors g. Interior Doors h. Lighting Fixtures 10. Appliances by owner to be installed by C.C. Lighting fixtures where noted 'By Owner' to be installed by G.C· C.C. to provide delivery of all items including all appliances and fixtures from curb. 11. C.C. to coordinate with work of audio consultant contracted by owner RES CHECK ENERGY CALCULATIONS ,~ Generated b.y REScheck-Web..Software Comphance Cert,ficate Project Title: Topper Residence Energy Code: 2007 New York Energy ConServation Construction Code Location: SUffOlk County New York Construction Type' Detached 1 or 2 Faro y Heat~ag Type: Non-Electric Glazing Area Percenlage, 1 S'/o Heating Degree Days: 5750 ConstrucEon Site: 3605 Camp Mineola Way Mattouck, New York 11 gag Owner/Agenh Designer/Contractor: ~' Lewis Topper Lew~s Topper ; 3605 Camp Mineola Way David Bars Arohllecture Mattituck, New York 11952 470 Union Ave Brooklyn, New York 1211 718.218.8101 chds@davtdbers.com Compliance: 5.6% Better Than Code Maximum UA: 517 Your UA: 488 First Floor: Ali-Wood Jois5Truss Over Uncond, Space 1024 30,5 1.7 31 Second Floor Cantilever: AII-Woc~ Joist/Truss Over Uncond. Space 198 30.5 3.5 6 1 st Walls: Wood Frame, 16in. o.c, 1448 18 0 2.5 63 DI: Sol~d 22 0.319 7 D2. Sohd 22 0.319 7 DS: Glass 22 0.580 13 D4: Glass 22 0.580 13 DT: GlasS 22 0,Sa0 15 D7, Glass 22 0,580 13 Wl: Vinyl Frame, Double Pane 5 0.580 3 We: Vinyl Frame, Double Pane 21 0.580 12 we: Vinyl Frame, Double Pane 21 0 580 12 W4: Vinyl Frame, Double Pane 64 0.580 37 WE: Vinyl Frame, Double Pane 12 0.580 7 W6: Vinyl Frame, Double Pane 12 0,58g 7 WT: Wnyl Frame, Double Pane 13 0.580 8 W8: Vinyl Frame, Double Pane 13 0.580 5 we. Vinyl Frame, Double Pane 13 0.580 8 Wl0: Vinyl Frame, Double Pane 21 g,580 12 W11: Vinyl Frame, Double Pane 21 0 580 12 2nd Walls: Wood Frame, 16in. o.c. 1085 18,0 2 5 54 D19: GlasS 22 0.580 13 Wl 2: Vinyl Frame, Double Pa~e 64 0 580 37 W10: Vinyl Frame, Double Pane 21 0,580 12 W14: Vinyl Frame, Doable Pane 5 0.580 3 W14a' Vinyl Frame, Double Pane 5 0@80 3 W15: Vinyl Frame, Double Pane 5 0.580 3 Wl 8: Wood Frame, Double Pane 21 0.580 12 Gable End Wails: Wood Frame, 161n. c.c. 288 18.0 2.5 16 Rcoh Cathedral 1222 30 5 2.5 38 Skyhghb Vinyl Frame, Double Pane 8 0.51~3 5 Furnace 1; 85 AFUE Air Conditioner 1: 17 SEER The proposed building represented in this document is consistent with the building plans, speclflCahOns, and other calculations submit[ed w~th this permit apphcation The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements When ~ Reg~slered Design prefes$one] has stamped and signed this page, they are aneskng that to the best of his/her knowledge, behef, and professional judgment, such plans or speed,cations are in comphance w~th th~s Cede. LOCATION CONSTRUCTION LEGEND NEW CONSTRUCTION ELEVATION MARKER SECTION MARKER ZONING DISTRICT:. S.C.T,M. ~1': HEIGHT: OCCUPANCY: SQUARE FOOTAGE: FIRST FLOOR INTERIOR: SCREEN PORCH: FIRST FLOOR DECK: SECOND FLOOR INTERIOR: SECOND FLOOR DECK: TOTAL INTERIOR: TOTAL SQUARE FOOTAGE: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TWO STORY WOOD FRAME DWELLING RESIDENTIAL 1025 SF 149 SF 590 SF 757 SF 331 SF 1762 SF 2852 SF ABBREVIATIONS 1X One-inch nominal thickness 2X Two-inch nominal thickness @ At ABV Above AC Air Conditionln9 ADJ Adjacent Adjustable AFF Above Fmsh F ocr ALT Alternate ALUM Alummum ANCH Ancho~ APPROX Approximate AVG Average BD Beard (or Bead, if apphcable) B~N Between BLDG Budding BLKG alockm KIT K~tchen LAV Lavatory LGT Light LH Left Hand LTG Li hlin§ MATL ~atenal MAX Maximum MECH Meehanicat MFR Manu@cturer('s) MIN Minimum MISC Miscellaneous MTL Metal MTD Mounled MTG Mounting N Nodh NIC Not In Cordracl # Number NTB Notlo Scala DA Overall OD Outside Diameter DC On Center OPP Opposite OPCI Owner Procured Contractor Installed PERIM Penmeler PG Paint Grade PL Plate PLAM Plastic Lammale PLAS Plaster PLEX Plex~ las T Tread(~) CONTACTS David Bern Architecture Project Architect: David Bets Project Manager: Christopher Pel~ 470 Union Ave Store front Brooklyn, NY 11211 P: 718.218.8101 F: 718.218.8115 david @davidbers.com chris@dawdbers.com Client Lewis Topper 220 East 65th Street Apt 19G NewYork, NY 10065 O: 718.299.1113 C: 718.288.2711 queensrol@ael.com DRAWING LIST ARCHITECTURAL T001 TITLE SHEET SP01 SiTE DEMOLITION & PROPOSED pLANS A001 GENERAL NOTES A002 SCHEDULES A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN Alll FOUNDATION & FIRST FLOOR FRAMING pLANS ,,, Al12 SECOND FLOOR & ROOF FRAMING PLANS A121 REFLECTED CEILING PLANS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A211 BUILDING SECTIONS A301 KITCHEN AND BATHROOM ENLARGED PLANS &INT. ELEVS A302 MASTER BATH ENLARGED PLAN & INTERIOR ELEVATIONS A303 FIRST FLOOR INTERIOR ELEVATIONS A304 SECOND FLOOR INTERIOR ELEVATIONS A305 INTERIOR STAIR SECTIONS & DETAILS A401 BUILDING ENVELOPE SECTIONS A402 BUILDING ENVELOPE SECTIONS A403 BUILDING ENVELOPE SECTIONS A404 BUILDING ENVELOPE SECTIONS A410 INTERIOR DETAILS A501 EXTERIOR DOOR TYPES & SCHEDULES A502 INTERIOR DOOR TYPES & SCHEDULES A503 DOOR DETAILS A504 DOOR DETAILS A510 WINDOW TYPES, SCHEDULE & DETAILS A511 SKYLIGHT DETAILS Structural Engineer Thomas D, Reilly, P.E. 4 Bezel Lane Smithtown, NY 11787 p: 63'1,724.7688 · 3 . 740 COMPLY WITH .~LE ~:¢1~S OF NEW YORK STATEt~I~r~s AS REQUIRED AND CONDITIONS OF ~ SOdDeN P~NING ~ ~ S~D T0~ TRUSTE~ ~ N.Y,8. DEC FIRST FLOOR KEY PLAN PLUMBER CIER.TIFICA TION ON LEAD COAVT. ENT BEFORE CERTIFICATE (OF OCCUPANCY SOLDER USIED Ii~ WATER SUPPLY SY.~TEMCANNOT EXCEED 2/10 OF 1% LEAD. bandicepe James Schamus 81 R~dge Road Southampton, NY 11966 P: 631.283.5275 C: 516.635.1548 jamesschamus @comcast.net Client Reprelentiflve Charles Cuddy, At'~y PO Box 1547 Rlverhead, NY 11901 P: 631,369,8200 chades.cuddy@verizon.net Sunre~er John C. Ehlers Land Surveyor 6 East Main St. Riverhead, NY 11901 O: 718,299.1113 C: 718,288.2711 jesurvey@eptonline.net coMPLY WITH, cHAPTER FLOOp\DAMAGE PREVENT!ON soUTHOLDTOWN ~ODE,', ' S'II:IUCTURAL S001 TYPICAL STRUCTURAL DETAILS S002 TYPICAL STRUCTURAL DETAILS SEE ATTACHED STRUCTURAL SKETCHES RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, END-WIfE / FRAMING UNTrL SURVEY OF FOUNDATION LOCATION' NAS BEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTHFICATE OF OCCUPANCV APPBOVED AS N0 ED -- D ATE:~_L,~ B.P.#~ FEE'~ BY: ~l t{..~ NOTLFY'B[~ILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOW~NG INSPECTIONS: 1. FOUNDATION - ~0 REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSU~T~ON 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ME~ THE REQUIREMENTS OFTHE CODES OF NEW YOR~{ STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SECOND FLOOR KEY PLAN CERTIFICAT ON OF NAILING'& CONNECTIONS RFQUIREI~.. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVEBING ITopper Single Family Residence ] ~3605 Camp Mineola Road ~ Maaltuck, NY 11952 III~E: TITLE SHEET · CALE: NOT TO SCALE DATE: SUBMISSION: 4/6/2009 BID SET 6/5/2009 BLDG. DEPT. SET DATE: 6/5/2009 iT001 WINDOWS - GLAZED OPENING PROTECTIVE PANELS TO BE PROVIDED FOR ALL GLAZED AREAS BY, A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 831 - 287 5080 B - QUIDKGUARD STORM PANELS 631 - 287 5330 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM 1886 AS NOTED IN NYS RESIDENTIAL CODE, STORM PANEL 3/4" CDX PLYWOOD STEEL BRACKET, TWO ON EACH SIDE SCREWED TO WINDOW" STEEL BRACKE~ TWO ON EACH SIDE SCREWED TO WINDOW FRAME STORM PANEL 3/4"CDX PLYWOOD~ STEEL BRACKET TWO ON EACH SiDE SCREWED TO WINDOW FRAME WINDOW PROTECTION DETAIL *PLYWOOD SHUTTERS AND ALL REQUIRED HARDWARE TO EE STORED ON SITE DOOR PROTECTION DETAIL MISC. NOTES EXTERIOR MATERIALS DOOR & WINDOW TYPE Shingle Siding: Western red cedar Perfection shingles primed and painted; see finish schedule Dormer Siding: Western red cedar porch framing, #2 or better, primed and painted; see finish schedule Trim: Western red cedar Grade A or better trim primed and painted; see finish schedule Exterior Framing: S4S Western red cedar framing and cribwalls, ~2 or better; see fimsh schedule Exterior Framing: Pressure treated structural grade lumber (where not exposed} Exterior Decking: Mahogany wood porch decking, steps and handrails; see finish scheduJe Roof Material: CeRainteed XT25/seal king 25 traditional S-tab shingles: Forest Green Berger drip edges & galv. metal roof flashing, gutters and roof penetrations Bluestone patios and walkways at grade level Loewen Metal Clad Exterior Doors and Windows with 3 1/4" trim and galv. mil flashing Velux Skylight PLUMBING RISER DIAGRAM BATHROOM ! 1051 LAy/LAUNDRY L2141 M. BATHROOM 11°9I KITCHEN PLUMBING REQUIREMENTS Table 1; Mtelmum Insutetten Thickness for Circulating Hot Water Pipes Insulation Thloknesg In Inches by Pipe Slze~ Non. Circulating Runouts Circulating Mains and Runouts Heated Water Up ~01II Up to 1.2EII 1 5II lo 2.0I, Over 2'1 Temperature ("F) 170-180 0,5 1.0 1,5 2,0 100-139 0.5 0,5 0.5 1.0 Table 2. Minimum Insutetten Thickness for HVAC Pipes Ruid Tamp Insulation Thickness In Inches by Pipe Sizes Piping Syste~ Types Range('F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" MECHANICAl- NOTES 1. Supply Ducts in unconditioned attics or outside the building to be insulated to min. R-8 2. Return Ducts in unconditioned attics or outside the building to be insulated to min. R-4 3. Supply Ducts in unconditioned space to be insulated to min. 4. Return Ducts in unconditioned space to be insulated to min. R-2 5. All exposed duct joints, seams and connections to be continuously welded with no mastics or tapes 6. All unexposed d,uct joints, seams and connections to use mastics or tapes rated UL 181A or UL1S1B 7. HVaC centracto,r to size gas furnace, electric A/C, air handler and condenser units and confirm capatabiliity of all mechanical equipment specified by Architect 8. HVAC Cut sheets to be submitted by GC prior to installation. SEPTIC NOTE There are no additional bedrooms being added to the residence and therefore no need to mcrease capacity of Septic System, EGRESS REQUIREMENTS All newly affected spaces meet minimum egress requirements of 5,0 SF clear for Fimt Floor windows and 5.7 SF clear for windows above. See Widow Schedule. All exterior doers are 3L0" wide door. BUILDING CODE LIGHT & VENTILATION* CALCULATIONS ROOM NAME SQUARE GLAZED AREA VENTED AREA FOOTAGE (% OF ROOM AREA) (% OF ROOM AREA) BEDROOM 110 168 sf 74.4 sf 20.4 sf (44%) (12%) ~ MASTER BEDROOM 202 235 sf 107.4 sf 18.7 sf (46%) (8%) MECHANICAL EQUIPMENT SCHEDULE ITEM [MANUFACTURER MODEL ~O. MODEL NAM~E POWER SOURCE [NOTES BOILER WEIL-MCLAIN ZEM23SSF ULTRA, HIDH-EFFIC. BOILER 85 AFUE MIN SAS TANKLESS HOT WATER HEATER BOSCH AE125 POWERSTAR TANKLESS ELECTRIC HEATER ELECTRIC 220V ADD/ALT HOT WATE Rt HEATER WBL-MCLAIN PLUS SERIES INDIRECT WATER HEATER ELECTRIC 22gv ADD/ALT CONDENSER AMANA R410A REERIGERAN'~ 17 SEER MiN. ELECTRIC 2EOV AIR HANDLER AMANA vARIABLE SPEED, 2-STAGE AIR HANDLER ELECTRIC 220V SOLAR ELECTmC PANEL SYSTEM SUNPOWER 225 ALL-BLACK B~u~rdTIAL GREENLOGIC ENERGY (631) 771-5152 ENERGY RECOVERY VENTILATOR AMERICAN STANDARD AERVR200ADP~0A ACCUEXCHANSE ERV ELECTRIC 1lEV LOCATED IN ATTIC; 2~OCFM ASSUMED RETURN AIR GRILLES SEIHO RHV 14 DOUBLE DEFLECTION ROUND GRILLE ~JfA GLOSS WHITE FINISH SUPPLY AIR DIFFUSERS @ 2ND FLOOR SEIHO PK-RA SPOT DIFFUSER W~TH ROUND DUCT ADAPTER ~J/a GLOSS WHITE FINISH, DUCT SIZE VARIES SUPPLY AIR DIFFUSERS @ rST FLOOR TITUS TAF-L-H UNDERFLOOR PERIMETER SYSTEM N/A BLACK ANNODJZED FINISH, SIZE VAIRES DRYER VENT SEIHO SFB DRYER VENT WITH BACK-DRAFT FLAPPER DAMPER N/A WHITE ANNODIZED FINISH VENT CAPS (EXHAUST & INTAKE} SEIHO ~FX-N ALUMINUM VENT CAP W/INSECT SCREEN N/A WHITE ANNOD~ZED FINISH, SIZE VARIES ¥1ASTER SHOWER VEINT PANASONIC :V-10NLF1 WHISPERUNE 120 CFM IN~LINE FAN ELECTRIC 110V TITUS N-SLOT DIFFUSER AT SHWR CLG. gUEST BATH VENT PROGRESS LIGHTING SEE LIGHTING SCHEDULE ELECTRIC t 10V PROVIDE DUCTWORK AT VENTING LIGHT LOW VOLTAGE DOOR CHIME TRIDENT 1FD15 DOOR CHIME ELECTRIC 16V BOOR BELL BALDWIN 485%19 ROUND BELL BUTON SATIN NICKLE FINISH, SEE PLAN FOR LOC. ARCHITECTURAL GENERAL NOTES 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAYS STRENGTH OF 3000 PSI. 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE ¢2 OR BETrER, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS EXCEPTAS NOTED ON DRAWING. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MES~ ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY, 7. ALL HEADERS 6.O FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS 9.0 AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGS. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOOR, WINDOWS AND DECKS, ETC. 10, DO NOT SCALE DRAWINGS. 11, DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DESIGN CRITERIA 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER 13 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY HEALTH DEPT. 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 17. ALL STRUCTURAL STEEL TO BE ATM A36 WITH ONE COAT EPOXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS 3/4" DIAMETER. 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 19 DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE 26, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT(IF APPLICABLE). POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 21 SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE. 22 ANY ALTERATION, REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED AND INTERCONNECTED SMOKE ALARMS 23 THE NYS CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 24. GARAGE COORS TO BE RATED FOR 120 MPH WIND LOAD GROUND SNOW LOAD = 20 PSF FJRST LEVEL = 40 PSF EL LIVING AREAS = 40 PSF Lb BEDROOMS = 30 PSF L.L. WIND SPEED = 120 MPH SEISMIC DESIGN CATEGORY = 8 WEATHERING SEVERE FROST LINE DEPTH = 38" TERMITE = MODERATE TO HEAVY DECAY = SLIGHT ~CE SHIELD UNDERLAYMENT REQUIRED (YES} DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE, ENGINEERING DESIGN METHOD FRAMING NOTES I ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BE~[q'ER 2. ALL SHEATHING TO BE APA RATED EXPOSURE 1.5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO SE APA RATED STURD-I-FLOOR. EXPOSED 3/4" MtN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUSFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9L0" AND OVER WITH TRIPLE UPRIGHTS ALL HEADERS SHALL BE A MINIMUM OF 2-Ex8 OR AS SHOWN ON ORAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED @ 8'-0" MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6, DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS ETC.) OR AS NOTED ON DRAWINGS. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE NYS BUILDING CODE AS A MINIMUM. ALL gx6 STUDS SHALL RECEIVE 5-1Od NAILS AT SILL AND PLATE ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4" O.C. EXTERIOR EDGES AND 6(I @ 12" O,C. INTERMEDIATE. 11, ALL INTER~OR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING TO BE SUBMITTED BY GC FOR APPROVAL BY ARCHITECT 12. ALL ROOF RAFTERS SHALL BE ATTACH ED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS WY 'TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE JOIST TO GIRDER CONNECTIONS. 13, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGia PACIFIC GPI SERIES WOOD+BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB SEARING POINTS AT A MINIMUM A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS, HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AB PER MANUFACTURERS RECOMMENDATIONS 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA GALVANIZED MACHINE BOLTS @ 12" CC. iTopper Single Family Reslden 3605 Camp Mineola Road ~ Mattituck, NY 11952 TIll. E: GENERAL NOTES SCALE: NOT TO SCALE DATE: 6/5/2009 DATE: SUBMISSION: 4/6/2009 BID SET 6/5/2009 BLDG, DEPT. SET AO01 LIGHTING & FAN SCHEDULE FIXTURE iTYPE DOWNLIGHT SUREACEMOUNT ~[YPICAL DOWNLIGHT HUNTINGTON PRODUCT NO. ~L~p FINISH HU-48-120V-L0-CHS~F0-SN0-C2-STD 50W PAR 20 CHROME SMOOTH CLOSETS & UTILITY SEA GULL LIGHTING SINGLE CLOSE TO CEILING 5440-15 6OW Incand. WHITE BATHROOMS ~IUBBELL VAPORTITE VBGG-150 75W Incand, DOWNLIGHT & FAN SHOWERS PROGRESS LIGHTING 7[3 CFM FAN/LIGHT PV009 75W Incand. DOWNUGHT KITCHEN CADINETS HERA LIGHTING Kit of 3 213W Halogen CHROME QTY i DIM 'NOTES PENDANT KITCHEN TABLE LUCE PLAN LUCILLA 023 s, 100W IncancJ. WHITE UPLIGHTS FREE-STANDING CLOSETS USA ILLUMINATIONS 50W MR1B WHITE PENDANT STAIRHALL YLIGHITNG CARAVAGGIO 100W Mcand. BLACK DOWNLIGHT WET LOC. DOWNLIGHT WINONA RECESSED DOWNUGHT FXT, DOWNLIGHT @ PORCH USA ILLUMINATIONS HU-I 17-120V-L2-CHS-F[3-SHO-C2-STD 75W PAR 15 3CONCE WINONA BENTON BE-13- SCONCE TYPICAL ENTRY DOORS HUBBELL VAPORTITE ~NVGG-150 3CONCE EXTERIOR DECKS WINONA GEM 3EIUNG FAN BCND PORCH & MSTR BED EMERSON FAN ~ ALL ~i~TLETS AND COVERS ~O~ WHITE, U.O.N CHROMESMOOTH 7BW PAR 16, WHITE (2) 35W MRll 6 CHROME SMOOTH 35W MR16 3RUSHED STEEL TRIM TO ALIGN W/CLG SOARD~ MODIFY HANGER FOR CLG HGT CABINET/MILLWORK SCHEDULE NO. LOCATION DESCRIPTION MATERIALS HARDWARE NOTES FACES/DOORS CARCASS TOP Cla <ITCHEN KITCHEN BABE CAB'T DRAWERS WD-7 ~AB'T GRADE MAPLE CT-2 BUGATSUNE H-75-C WiRE PULLS & FULL EKT, GLI[BES INCL. BACKSPLASH WHERE INDIC, C1 b KITCHEN KITCHEN BASE CAB'T DOORS WD-7 CAB% GRADE MAPLE CT-2 ]UGATSU NE H-75-C WIRE PULLS & CONCEALED HINGES INCL. UNDERMTD SUDE OUT WASTE BIN BY KNAPE & VOGT Clc KITCHEN KITCHEN BASE PANTRY CAB'TS WD-7 CAB'T GRADE MAPLE N/A ]UGATSUNE H-7§-C WiRE PULLS & CONCEALED HINGES Cl d KITCHEN KITCHEN OPEN SHELVES WD-7 WD-7 N/A INCL, FIXED PANEL, SEE DWGS C1 e KITCHEN KITCHEN OVERHEAD LIFT CAS'TS ND-7 GAB'T GRADE MAPLE N/A ~UGATSU NE H-75-C WIRE PULL & CONCEALED OVERHEAD LIFT HINGE & NSDX~35 SOFT-DOWN STAY C2 KITCHEN DINING TABLE WD-1 GL-4 tUBE STL. FEET & HAFELE CORNER BRACE 641.00.901 SEE DWGS FOR MORE iNFO C3 LAV/LAUNDRY VANITY TOP & BASE CAB'T ND-7 CAB'T GRADE MAPLE ST-2 !BUGATSUNE SN-120/S EDGE PULLS & CONCEALED HINGES INCL. BACKSPLASH WHERE INDIC. C4a LAV/LAUNDRY LEDGE COUNTER ~/A WD-7 WD-7 C4b LAV/LAUNDRY OVERHEAD SHLVS & LEDGE ~A WD~7 WD-7 C5 BATHROOM VANITY' TOP & BASE CAB'T ~D-7 CAB'T GRADE MAPLE ST-2 I SUGATSUNE SN-120/S EDGE PULLS & CONCEALED HINGES ~CL. SACKSPLASH WHERE INDIC. CE MASTER BATHROOM VANITY TOP & BASE CAE'T WD-11 CAB'T GRADE MAPLE ST-1 ~UGATSUNE SN-120/S EDGE PULLS & CONCEALED HINGES INCL. SACKSPLASH WHERE INDIC, C7 MASTER BEDROOM TUB SUPPORT & TOWEL SHELF N/A WD-1 N/A C8 SCREENED PORCH DAY BED WD-4 WD-4 WD-4 3ORROSIVE RESISTANT CON'T HEAVY-DUTY PIANO HINGE & 2 LID STAYS PER 2. PROVIDE ALLOWANCE F R CABINET PULLS AND HARDWARE ~E~E ~,~i~G~iO~l~ AOX) L NOTES ' 4, pROviDE CLEAR NEOPRENE SILENCERS ON ALL CAB'T DOORS & DRAWERS PLUMBING FIXTURE, APPLIANCE & BATHROOM ACCESSORY SCHEDULE ROOM# I ROOM NAME 1 ITEM [ MAKE i MODEL NAME 104 [ OUTDOOR SHOWER 105 ] LAV / LAUNDRY 109 l KITCHEN BATHROOM SHOWER BASE SHOWER FAUCET SHOWER DRAIN FIAT 3ALAZZO MONTEREY PILADUALSUPPLYW/FOOTWASH WASHER/DRYER SE UNITIZED SPACEMAKER GAS DARLING MODEL # ~ FINISH 4236 MFT PLS1260 SS NOTES~ TOILET DURAVIT TOILET CARRIER DURAVIT GEBERIT IN WALL CARRIER LAVATORY KOHLER LADINA INCL. K-8998 P-TRAP LA~ FAUCET KOHLER STILLNESS KOHLER KOHLER KOHLER TOWEL HOOKS TILLNESS STILLNESS STILLNESS STILLNESS TOWEL BAR KOHLER UNDERTONE TOILET pAPER HOLDER SOAP DISH SINK BASIN WSM2480DWW WHITE 20709 WHITE 111335001 K-2215-0 wHrrE K-942-4-CP CHROME K-14458.CP ;HROME K-14451 -CP CHROME K-14459-CP CHROME K-14461 -CP CHROME KOHLER FAUCET KOHLER SIMPLICE PULL-DOWN DISPOSAL IN-SINK-ERATOR EVOLUTION SERIES REQ'S 120V DEDICATED CIRCUIT DISHWASHER SE MONOGRAM FULL%INTEGRATED SUB ZERO SE MONOGRAM REFRIGERATOR REFRiGERATOR/FREEZER DUAL FUEL 4-BURNER GAS OVER-THE-RANGE MICROWAVE RANGE/OVEN BOSCH MICROWAVE LAVATORY KOHLER LADINA KOHLER LAV. FAUCET STILLNESS SHOWER BASE ~MERICAN STANDARD PRINCETON RECESS W! LUXURY LEDGE SHOWER FAUCET KOHLER STILLNESS SHOWER DRAIN TOILET TOILET CARRIER DURAVIT DURAVIT KOHLER KOHLER TOWEL HOOKS TOWEL BAR LAVATORY LAV. FAUCET SHOWER BASE SHOWER DRAIN SHOWER FAUCET TOILET TOILET CARRIER TOWEL HOOKS TOILET PAPER HOLDER SOAP DiSH TILT PIVOT MIRROR DARLING iEBERIT IN WALL CARRIER STILLNESS STILLNESS TOILET PAPER HOLDER KOHLER STILLNESS SOAP DISH KOHLER STILLNESS 204 ' MASTER BATHROOM KOHLER LADINA STILLNESS KOHLER KOHLER STILLNESS DURAVIT DARLING DURAVIT GEBERIT iN WALL CARRIER KOHLER STILLNESS KOHLER STILLNESS KOHLER STILLNESS TBD TUBFILL/HANDBHOWER K-3325 SS K-647-CP ;HROME SEPTIC ASSIST. ZBD0710NSS SS 700TC SS ZDP30N4HSS SS HMV 9305 SS K-942-4-CP CHROME 2395.202 iCH WHITE K-T984-4~CP CHROME 20709 WHITE 111335001 K-14458-CP CHROME K-14451 -CP CHROME K-14459-CP CHROME K-14461-CP CHROME K-942-4-CP CHROME K-T984-4-CP CHROME 20709 WHITE 111335001 K-14458-CP CHROME K-14459-CP CHROME K-14461 -CP ;HROME CHROME 806 WHITE 204 I MASTER BEDROOM TUB I SUNRISE SPECIALTY DUAL TUB FAUCET SUNRISE SPECIALTY TUB DRAIN SUNRISE SPECIALTY INCL. K-8998 P-TRAP Metal flush plate Metal flush plate DECK MOUNTED FINISH SCHEDULE ITYPE MATERIAL LOCATION NOTES W-1 3LEAR FINISH PHILIPPINE MAHOGANY TYPICAL INTERIOR FLOORING. 1 ST FLOOR 1 X4 TaG OVER 3/4" 5UBRLOOR; 2ND FLOOR 1 X4 TaG OVER WD-8; HANDRAILS; SEE DWGS FOR LOC'S USE 1X4 FOR ALL HANDRAILS; DIMENSIONAL LUMBER FOR MLWK C7 W-2 1X4 EXTERIOR SEALED PHILIPPINE MAHOGANY DECKING TYPICAL EXTERIOR DECKING I W-3 1 B" PEHr~ I [ON R&R WESTERN RED CEDAR SHINGLES TYPICAL EXTERIOR CLADDING WITH 5" EXPOSURE, PTD. i W-4 ~/4" MARINE GRADE PLVWOOD WITH 1X3 PRIMED RSC ~(TERIOR WALLS @ PORCH LOC'S P-5 i BATTONS AND 1X PRIMED RSC TRiM W-5 ~V~ ~HN RED CEDAR DIMENSIONAL LUMBER, S45 tYPICAL PORCH FRAMING fY2 OR BETrER' FOR ALL STRUCTURAL CEDAFI MEMBERS W-7 =AINT GRADE MILLWORK, PLAIN SAWN DOUGLAS FIR tYPICAL PAINTED CABINETS ALL CAB'TS TO HAVE MAPLE INTERIORS W-B 1X6 CENTER MATCHED TaG SOUTHERN YELLOW PINE 1tYPiCAL PAINTED WOOD CEILINGS P~; N,O V-GROOVE OR BEAD BOARD ACCEPTED GELLING DECKING, PTD TILE STONE ' METAL i i PAINT SASE I ~ GLASS FLOORING COVERINGS 1, ALL MATERIAL SAMPLES TO BE PROVIDED FOR ARCHITECT APPROVAL PRIOR TO CONSTRUCTION 2. ALL ~ ROLI~r COLORS ~D BY ARCHITECT ON SITE. ~, AL~ ~{~ [i~ ~.(~ ~ T~) ~ '~V~"~;Y'~I~EC~ P~i~ ~ INSTA~ION. +ILE SUB TO LAy~)UT ~]~ ~)~ ~i~V Topper Single Family Residence 3605 Camp Mineola Road Mattituck, NY 11952 1111.E: SCHEDULES SCALE= NOT TO SCALE DATE: 6/5/2009 NO. DATE: SUBMI~iON: I 4/6/2009 BID SET 2 6/5/2009 BLDG. DEPT. SET iA002 NOTES SEE ENLARGED PLANS FOR DIMENSIONS AND FINISH INFORMATION IN KITCHEN, BATHROOMS AND STAIRHALL ALL CAVITIES IN EXTERIOR WALLS CONTAINING PLUMBING PIPES TO BE PACKED WITH RIGID INSULATION. ALL INTERIOR WALLS TO BE TYPE 1, U.O.N. CONC, PAD FOR NC ~WD. HANDRAIL @ 3'-0" ABOVE STAIR NOSING 5'-11" 1 FIRST FLOOR PLAN VESTIBULE 49'-10" 14'-4" 20'-1" 11 '-6" 2/A201 ~TAIRHALL EQ CLOSET CLOSET CLOSET -- EQ EQ LAV./LAUNDRY ~CLOSET WD. HANDRAIL @ 3'-0" ABOVE STAIR NOSING ~ / CRAWL Mr=CH. ROOM ~-BEDROOM 20'-7 1/2" 11 '-6 1/2" 7/A303 PORCH FIN FL. 18'-8" 13'-5 1/2" REF. 64'-2" 15'-8 1/2" 13'-3 3/4" 10'-0" 12'-2 1/2" GC TO VERIFY HEAD -- CLEARANCE 2" HANDRAIL ~LIVING ROOM ~-LOWER DECK 1/A201 30'-1" 83'-9" 9'-1" 4'-7" DECKING DIRECTION, TYP ~ DECK FIN FL ~L. -0'-1 1/2" 2" X 2~ HANDRAIL - SUPPORT, TYP WD. HANDRAIL @ 3'-0" ABOVE STAIR NOSING 9'-1" 4'-7" Topper Single Family Residence 3605 Camp Mineola Road Mattituck, NY 11952 ...E: FIRST FLOOR PLAN SCALE: 1/4"=1~-0' DATE: 6/5/2009 N10. DATE: SUBMII~ION: 4/6/2009 BID SET 2 6/5/2009 BLDG. DEPT. SET [jA101 1 SECOND FLOOR PLAN 29'-1 O" 2/A201 HVAC AIR HANDLER UNIT OPEN TO BELOW ~'CLOSET -- ~' MASTER BATHROOM] ~LOSET 1/A201 14'-4" SECOND F TUB 12'-21/2" ~ ~R BEDROOM ~R DECK DECKING DIRECTION, TYP ~ \ DECK FIN FL. NOTES 2. SEE ENLARGED PLANS FOR DIMENSIONS AND FINISH INFORMATION IN MASTER BATHROOM AND STAIRHALL ALL CAVITIES IN EXTERIOR WALLS CONTAINING PLUMBING PIPES TO BE PACKED WITH RIGID INSULATION. ALL INTERIOR WALLS TO BE TYPE 1, U.O.N. TUB DRAIN NOT TO PENETRATE FLOOR. TRAP TO DRAIN THROUGH EXTERIOR WALL. ALL EQUIPMENT IN HVAC ATTIC SPACE TO BE ON SOUND INSULATION MOUNTING PROVIDE SOUND BATT INSULATION IN ALL WALL AND FLOOR CAVITIES IN HVAC A~FIC SPACE DOOR #20 TO RECEIVE 1" RIGID INSULATION ON ATTIC SIDE ITopper Single Family Residence 3605 Camp Mlneola Road Mattituck, NY 11952 1TILE: SECOND FLOOR pLAN DATE: 6/5/2009 DATE: SUBMISSION: 4/6/2009 BID SET 6/5/2009 BLDG, DEPT. SET iA102 NOTES ASPHALT SHINGLES TO BE CERTAINTEED XT EXTRATOUGH 25 / SEAL KING 25 TRADITIONAL 3-TAB SHINGLES; COLOR: SHADOW GREEN 2/A201 64'.2'1 VENTING SKYLITE, SEE WINDOW SC -- DOWNSPOUT TO DRYWELL ASPHALT SHINGLE 2.6:12 ~ 3.5:12 ~ 7.5:12 VENT PIPE, FLASHING MIN. 6" -- ABOVE ROOF FIN. TYPICAL OF ALL GALV. MTL HALF-ROUND 8" F-AVE MTD. -- GUTTER, SLOPED TO DOWNSPOUT L __DOWNSPOUT, TO DRY~VELL SC EX[ SUNSHADE GALV, MTL HALF-ROUND 8" EAVE MTD. -- GUTTER, SLOPED TO DOWNSPOUT PV PANELS, PROVIDE ADD'L BLOCKING FOR SUPPORT AND WATERPROOFING PER -- MANUF. GUIDELINES, NO PENETRATION OF THE ROOFING MEMBRANE PERMI~rED. 1/A201 1 ROOF PLAN Topper Single Family Residence 3605 Camp Mineola Road ~ Matt tuck, NY 11952 imlLE= ROOF PLAN SCALE: 1/4"=1'-0" DATE: 6/5/2009 BATE: SUBMI~BION: 4/~2009 BID SET 6~/2009 BLDG. DEP~ SET iA103,, NOTES 3/4" pLYWD. WALL FINISH IN A3q'lC INTERIORS 3/4" PLYWOOD SUBFLOOF A~I'IC AREAS 3/4" PLYWOOD SUBFLOOR ONLY IN -- A~rlC AREAS 3/4" PLYWD. WALL FINISH IN ATTIC INTERIORS 2x10 @ 16" o.c, ,o I JOIST , 3 1/2" x § 1/4" WOOD BEAM LINE OF EXT. WALL BELOW. ALL PLUMBING TO TRANSIT'ION INTO WALL -- BELOW ABOVE KITCHEN UPPER CAB"TS FRAMING EXPOSED THIS AREA, SEE NOTE ALL SECOND FLOOR TO BE 3/4" WD-8 3/4" T&G W-1 OVER, U.O.N. SHEAR WALL "A" 3/4" PLYWOOD SIUBFLOOR ONLY WHERE TILE IS FLOOR FINISH ~, 6X12 STAIR SU F (2) ~10 , I 2x10 FLOOR JOISTS @ 16" c.c. TRIPLE WOOD JOIST i i 3 1/2" x 9 1/4"IWOOD BEAM uJ HSS 5 X 5 X 1/2" (2) 2X12 RSC BEAM 2x10 @ 16" c.c. RSC DECK JOISTS ~_ ................. ~ ........... ~..rl'_ .ss6x6x1/2,, ii ..... _C. OL~M.._ ....... J i 2x~o e ~6 c.c. ~ II ii RSC DECK JOISTS ~J i- ............................. ~'i F .................... '~ 6X6 EXT. STRUOT GRADE COL, TYP RSO COLUMN, TYP EXT. RSC STAIRWAY W/ WD-2 TREADS REFER TO ADDITIONAL STRUCTURAL PACKAGE FOR MORE INFORMATION. EXPOSED BRIDGING: INSTALL ONLY WOOD DIAGONAL 1X3 BRIDGING, TOE-NAILED (2} PER CAVITY, STAGGERED AS INDICATED. FRAMING EXPOSED AT AREA INDICATED. JOISTS TO BE MOUNTED ON WOOD LEDGERS, NOT JOIST HANGERS. UNDERSIDE OF DIAGONALLY LAID T&G DECKING TO BE EXPOSED. CONSIDER LAYOUT OF JOISTS AND REJECT BLEMISHED LUMBER. WOOD TO BE PATCHED, PRIMED AND PAINTED. 1 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" CEILING DECKING TO BE 3/4" T&G WD-8, U.O.N. 1/2 DIA. STL DIAGONAL SHEAR SKYLITE, SEE ~c ,1/2" X 9 1/4" APB 2x10 ROOF RAFTERS @16" C.C. ir ............................ ,. II 2x10 ROOF RAFTERS @16" c.c. 2x10 ROOF RAFTERS @16 o,c, HSS 5 X 5 X 1/2 COLUMN, SSD 3 1/2" X 11 1/4" RSC BEAM -- 3 1/2" X g 1/4" APB 2x10 RAFTERS @16" o.c. 2x10 RAFTERS @16" o.c. ii 2x10 ROOF RAFTERS @18" O.,C. SSD -- 31/2" X 9 1/4" APB 6x6 RSC WD. -- COL, TYP ROO,F.FRAMING PLAN .4Cer~D. I~I..I.Y, P.E. el Lane town, N.Y. 11787 (631)724-7888 Topper Single Family Residence 1 "~°' ~a60~tuO~?f~yMi,%egOsI; Road/ ~ Tm.E: SECOND FLOOR & ROOF FRAMING PLANS SCALE: 1/4"=1'-0" DATE: 6/5/2009 DATE: SUBMISSION: 4/6/2009 BID SET 6/512009 BLDG. DEP'g SET iAlll LEGEND GFI G FXT ON TOP OF CLOSET, MTD. UP CLOSET CLOSET CLOSET ~UTDOOR SHOWER LOC, OF CABLE MODEM & ROUTER GEl LS(~ SEIHO UVERED TuR" _ _ - ~,..TO FX'T. H ABOVE ~STAIRHALL I SUBWOOFER ATTHISLOC. DIRECTION OF T&G FLOOR WOOD DECKING. ON TABLE- CON~ BLOCKING AT FACE OF UPPER CABOTS =- INTERIOR ELEVS FOR & BATH OUTLET LOC.S ~ ' II @ FLOOR · DOOR BELL LOC. TO THIS LOC. BATHROOM FAN RECESSED DOWNLIGHT PENDANT LIGHT SCONCE LIGHT [] 4-PLEX FLOOR OUTLET 4-PLEX WALL OUTLET DUPLEX WALL OUTLET SINGLE DEDICATED OUTLET SMOKE & CO2 DETECTOR SWITCH 3-WAY SWITCH DOOR MOUNTED SWITCH CATV CATV FLOOR PHONE/DATA SPEAKER CEILING FAN NOTES 2. 3. ELECTRIC SKYLIGHT MOTOR S-WAY SWITCHED TO LOCATIONS INDICATED EXPOSED WIRING TO BE RUN INSIDE RIGID CONUIT AT ALL EXPOSED CEILINGS & PAINTED TO MATCH CEILING PROVIDE ELECTICAL TO MECHANICAL ROOM PER MANUF. SPEC FOR ALL EQUIPMENT. HEIGHTS OF RECEPTICALS TO BE AS INDICATED FOR EACH. "BASE" INDICATES RECEPTICAL IS CENTERED iN BASEBOARD HEIGHTS OF SWITCHES TO BE 40" AFF, U.O.N. 1 FIRST FLOOR REFLECTED CEILING PLAN MECH. ROOM ~'BATHROOM ~'BEDROOM ~ LIVING ROOM [] LOWER DECK SCREENEDPORCH KITCHEN ~_STAIRHALL 1/2" DIA STL ROD DIAG. BRACING pROVIDE ELEC. TO NC EQUIP, PER MANUF. SPECS ]CLOSET -- OFFICE ~MASTER BATH ROOM] ~ MASTERBEDROOM I ~PPERDECK : .......... ~ Topper Single Family Residence .o.T 3605 Camp Mineola Road ~ Matt tuck, NY 952 ~111.E: REFLECTED CEILING PLANS SCALE: 1/4"=1'-0" DATE: 6/5/2009 2 S.E,C?D FLOOR REFLECTED CEILING PLAN ~ ,A = ~ -0~--~ DATE: 8UBMIS~ON: 4t6/2009 BID SET 6/5/2009 BLDG. DEPT. SET .._.v. A121 T.O, RIDGE EL. +25'-2" 3.5:12 slope 6:12 slope 2.6:12 slope BREAKAWAY VENT, TYP FND SHOWN FOR CLARITY 1 WEST EXTERIOR ELEVATION 1/4" = 1'-0" Il ~T.O. SECOND FLOOR WALLS EL. +17L6" SECOND FLOOR WIN. & DOOR HGT SECOND FIN. FLOOR EL, +9'-0" ~ FIRST FLOOR CEILING EL. +8,0. FIRST FLOOR WIN. & DOOR HGT EL. +7'-10" f~, FIRST FIN. FLOOR (SITE ELEV:12'-0"~ ~ ~ EL. +0'-0" ~_~ TOP OF FOUNDATION (FEMA- SITE ELEV: 11'-0'~) EL. -1 '-0" ~ EXTERIOR GRADE (SITE ELEV: 8'-0") EL, -4'-0" ACCESS DOORS TO PORCH ~T.O. RIDGE EL. +25'-2" 6:12 slope 2.6:12 slope EAST ,,EXTERIOR ELEVATION FND SHOWN FOR CLARITY ,~ %0, SECOND FLOOR WALLS "~" EL. +17',-6" ~-~ T.O. DORMER WALL '~' EL. ±16'-9" SECOND FIN. FLOOR EL. +9'-0" NORTH WALL FRAMED HEIGHT EL. +8'-0" ~ NORTH WALL WIN. & DOOR HGT EL. +7'-0" FIRST FIN. FLOOR (SITE ELEV:12'-0") EL. +0'-0" ~TOP OF FOUNDATION (FEMA- SiTE ELEV: 11'-0") EL. -1 '-0" ~ EXTERIOR GRADE (SITE ELEV: 8'-0") EL. -4'-0" Topper Single Family Residence 3605 Camp M~neola Road Mattituck, NY 11952 TITLE: EAST & WEST EXTERIOR ELEVATIONS SCALE: 1/4"=1'-0" NO. DATE: EUBMIBBION: 1 4/6/2009 BID SET 2 6/5/2009 BLDG, DEPT SET DATE: 6/5/2009 Ii A201 1 SOUTH EXTERIOR ELEVATION 2 NORTH EXTERIOR ELEVATION T,O. RIDGE EL. +25~-2" PH OTOVOLTAIC PANELS. GC TO COORD. WITH INSTALLER & ELECTRICIAN GU~q'ER W/DOWNSPOUT WD. SUNSHADE TRELLIS ~ T.O. SECOND FLOOR WALLS EL. +17'-6" [~ ~ SECOND FLOOR WIN. & DOOR HGT ~ SECOND FIN~ FLOOR __ ~ ~' EL. +9'-0" _ ~ FtRST FLOOR CEILING I '~ EL. +8'-0" ~ FIRST FLOOR WIN. & DOOR HGT '~ EL. +7'-10" lX RSC TRIM OVER BEAM W/STL FLITCH PLATE TO COVER BOLTS, ~ FIRST FI,,N. FLOOR (SITE ELEV:12'-0") EL. +0'-0 TOP OF FOUNDATION (FEMA-SITE ELEV: 11'-0") EL.-1'-0" EXTERIOR GRADE (SITE ELEV: 8'-0"1 EL. -4'-0" FND SHOWN FOR CLARITY T.O. RIDGE EL. +25'-2" T.O. SECOND FLOOR WALLS EL. +17'-6" ~T.O. DORMER WALL EL. ±16'-9" ASPHALT SHINGLES, TYP OF ALL ROOFING GUTTER W/ DOWNSPOUT A~ SECOND FIN. FLOOR _? "~ EL. +9'-0" _ ~ NORTH WALL FRAMED HEIGHT "~ EL. +8'-0" -- L~ ~1~ NORT,H ,,,WALL WIN. & DOOR HGT ~' EL. +7-0~ WD, HANDRAIL ~ 3'-0'r ABOVE STAIR NOSING STAIRS -- BEYOND ~.~ FIRST FIN. FLOOR (SITE ELEV:12'-0") y 7- EL. +0'-0" ~1~ TOP OF FOUNDATION (FEMA - SITE ELEV: 11 '-0") ~ EXTERIOR GRADE (SITE ELEV: 8'-0"1 BREAKAWAY VEN~TYP FND SHOWN FOR CLARITY Topper Single Family Residence 3605 Camp Mineola Road Mattituck, NY 11952 1IR.E: NORTH & SOUTH EXTERIOR ELEVATIONS SCALE: 1/4"=1'-0" NO, DATE: SUBMI~ION: ~ 4/6/2009 BID SET 2 6/512009 BLDG. DEPT. SET DATE: 6/5/2009 47(I UNION AVE BROOKLYN, NY li A202 2.6:12 slope BEDROOM TYP I I 1 BUILDING SECTION - LOOKING EAST 3.5:12 slope OFFICE ATTIC SPACE 2 BUIL !NG SECTION AT DORMER - LOOKING SOUTH 1/4" = 1-0 ~AiRHALL /" ~"~ ~MSTR BED I ~T.O. RIDGE EL. +25'-2" 6:12 slope T.O. SECOND FLOOR WALLS EL. ±17'-6" ~ .;;~, SECOND FLOOR WIN. & DOOR HGT EL. ~:16'-10" ~ SECOND FIN, FLOOR EL. +9'-0" ~ FIRST FLOOR CEILING EL. +8'-0" ~ FIRST FLOOR WIN.& DOOR HGT EL. +7~-10" OPP HAND FIRST FiN. FLOOR (SITE ELEV:I~2"0") I1__ ~ '~ EL. +O'-fi' ~11 ~ TOP OF FOUNDATION (FEMA - [SITE ELEV: 11'-0") -- -- ~[~ EL.-1'-0" ~ EXTE,RI,,OR GRADE (SITE ELEV: ~'-0") "~ EL.-4-0' OPP HAND F m KITCHEN BUIL,D.!NG SECTION AT GIRDER TRUSS - FACING SOUTH __ .~. T.O. RIDGE "~ EL, +25~-2" T.O. SECOND FLOOR WALLS EL. ~:17'-6" SECOND FLOOR WIN. & DOOR RGT EL. :~16~-10'' SECOND FIN. FLOOR ~ ~/ EL. +9'-0" _ __ ~ FIRST FLOOR CEILING I "~ EL. +8'-0" [~ ~ FIRST FLOOR WIN. & DOOR HGT "~ EL. +7'-110" SIM ~,~ FIRST FIN. FLOOR (SITE ELEV:12'-0"/ _ _ ~ "~ EL. +O'-O" _ ~, TOP OF FOUNDATION (FEMA - 81TE ELEV: 11'-0") "~ EL. -I'-G" EXTERIIOR GRADE (SITE ELEV: 8'-0") EL. -4'-0" T.O. RIDGE EL. +25'-2" ~:A T.O. SECOND FLOOR WALLS EL. ±17'-6" ~1~ SECOND FLOOR WIN. & DOOR HGT EL. ±16'-10" OPP HAND ~ ~ SECOND FIN. FLOOR EL. +9'-0" ~ FIRST FLOOR CEILING EL. +8'-0" ~ FIRST FLOOR WIN. & DOOR HGT EL. +7'-10" OPP HAND ,-k FIRST FIN. FLOOR (SITE ELEV:12'-0"I _ ~ ~ EL, +0'-0" ~ TOP OF FOUNDATION (FEMA- SITE ELEV: 11'-0") -- - "~ EL.-1'-0" EXTERIOR GiRADE (SITE ELEV: 8'"0"/ EL. -4'-0" Topper Single Family Residence i 3605 Camp Mineola Road ~ Mattituck, NY 11952 TITLE: BUiLDiNG SECTIONS SCALE: 1/4"=1'-0" DATE: 6/6/2009 DATE: EUBMI8810N: 4/6/2009 BID SET 6/5/2009 BLDG. DEPT. SET iA211 KITCHEN 2/A301 1 ~-6 1/2" 2'-3" 2'-0" 2'-O" 2'-0" 2'-0" 2'-6" 1 '-3 1/2" --'"" '"' lclbl ' F DISHWASHER ~ PANTRY ............ -- SINK W/DISPOSAL -- SINK FAUCET MICROWAVE ABOVE STORAGE [~ LINE OF Cle UPPER CABOTS 1 KITCHEN ENLARGED PLAN - 109 1/2" = 1 2 .KITCHEN ENLARGED PLAN - 109 1/2" = 1 '-0" SS PLATE W/ TYp OF BOTH WOOD JOISTS BEYOND __ BLOCKING AT ~ UPPER CABq'S ~ OPEN SHELVES ':CldI MICROWAVE, BEYOND j BACKSPLASH ~j COUNTERTOP~ ~ LOWERCAB~S IKITCHEN ENLARGED PLAN - 109 1/2" = 1L0'' OUTDOOR SHOWER BASE OUTDOOR SHOWER FAUCET OPEN SHELVES, -- ABOVE OUTDOOR SHOWER ® WASHER/DRYER LAVATORY TOILET TOILET PAPER HOLDER WASHER/ COUNTER OUTDOOR SHOWER OUTDOOR -- SHOWER BASE FAUCET SHELVES LIGHT FXT -- LAV. FAUCET LAV. FLUSH UNDER TOILET PAPER LDEB LAV./LAUNDRY - 105 & OUTDOOR SHWR - 104 ENLARGED PLAN 1/2" = 1 '-0" 5 L~V.!L.AUNDRY' - 105 & OUTDOOR SHWR- 104 1/2 = 1-0 L,A,,V.!L,,AUNDRY-105 L,A,,V.!L,,AU NDRY-10,5 8 LAV./LAUN DRY-105 1/2" = 1 ~-0" SHOWER FAUCET , SHWR. BASE TOILET PAPER TOILET \ SLOPED CLG BEYOND ' GLASS ENCLOSURE W/ALUM. CHANNEL AT BASE & GLAZED INTO TILES AT SIDE PROVIDE GRAB BAR 9 B.,A,T~,R, SCM ENLARGED PLAN-109 1 o BATHROOM ELEVATION - 109 1/2" = 1 '-0" 11 BATHROOM ELEVATION-109 1/2" = 1 ~-0" SLOPED --CLG -- LIGHT FXT FLUSH -- ACTUATOR K@PLASH V. COUNTER -- INDER CAB~ 12 BATHROOM ELEVATION - 109 1/2" = 1'-0" OCKET DOOR --LAV. FAU~ET UNDERCO~NTER UNDER CABT WALL ~TD. -- FOILET Topper Single Family Reside 3605 Camp Mineola Road Mattituck, NY 11952 11TLE: KITCHEN & BATHRM ENLARGED PLANS &INT. SCALE= 1/2" = 1'~0" DALE: 6/5/2009 SLIDING PANEL DOOR TRACKS LINE OF BEAM ABOVE SEE STAIR PLAN FOR MORE INFO IN THIS AREA BATHROOM ii STONE 1/4 STONE CASING THRESHOLD & ',1CASING ~ ',i~ __ 3/4" STONE @ SIDE WalL~'~ 1 1/4" STONE TOP WITH 12"X 9/4" BACKSPLASH II TOILET PAPER HOLDER DO3q'ED LINES = AREA Of -- LAV. BOWL SWIVEL MIRROR ON -- WALL BRACKET FIN. INSIDE 3'-0" 1 MASTER BATHROOM ENLARGED PLAN - 204 1/2" = 1'-0" FAUCET SHWR BASE ~ 42"H FULL TILED LEDGE -- W/STONE TOP ~ 1~5 1/2" EOUAL 1 2 3 3 S,,H, O ER ELEVATIONS SLIDING PANEL DOOR LINE OF STRUCTURE ABOVE HELF & ROD MASTER BEDROOM SLIDING CLOSET DOORS SEE DOOR TYPES BELOW -- SOAKING TUB OPEN TO BEYOND -- CIRCULAR SUPPLY DUCT, BEYOND SLIDING DOOR TRACK SLIDING DOOR SLIDING PANEL SLIDING PANEL CLOSET SHELF & MASTER BATHROOM ENLARGED PLAN - 204 ALIGN WITH INSIDE EDGE OF BEAM AT B(OTH ENDS OF BATHROOM TOILE,,'r ROOM ELEVATIONS 1/2" = 1 ~-0 DUCTS SUSPENDED FROM CLG, W/S,S, AIRCRAFT CABLE, MAX. 3'-0' SPACING RIDGE TRUSS SUPPORT CIRCULAR SUPPLY DUCT, PTD SEIHO SPOT DIFFUSER PK-RA, TYP LIGHT FXT STL. SHEAR BRACING, SSD. WD. TRIM SOAKING TUB TUBSUPPORTS / 204 MASTER BATHROOM ENLARGED PLAN 1/2"=1-0~ WOOD STEP/BENCH TOWEL SHELF TRAP TO WALL ROOF LINE BEYOND SLOPED TOILET ROOM CEILING EQUAL EQUAL / t 1' /' UNDER STONE -- SURROUND rTopper Single Family Residence I 3605 Camp Mineo~a Road l Mattituck, NY 11952 11~.E: MSTR BEDRM ENLARGED PLAN & INTERIOR ELEVATIONS DATE: 6/5/2009 DATE: EUBMISSION: 4/6/2009 BID SET 6/5/2009 BLDG. DEP~ SET i^302 DAY BED W BEHIND LIGHT LOC OF SCREEN DOORS IN OPEN POSITION LOC OF DOORS IN PROVIDE STRIKE AT FULLY OPEN POSITION - TO HOLD DOORS OPEN Lw-~j NO DOOR WD S,TOp LOC, OF PROVIDE SPRING ON CLOSER PULL, SEE SCHEDULE-- PULL, SEE --SCHEDULE LOC. OF 1 SCR,E,,,,ENED PORCH- 110 112' = 1-0 2 SCREENED PORCH - 110 1/2" = 1'-0" SCREENED PORCH - 110 1/2" = 1'-0" S.,C, R,E,,.ENED PORCH- 110 1/2 = 1-0 L J UPLIE~HTING AT TOP OF CLOSET, SEE SCHEDULE UPLIGHTING AT TOP OF CLOSET, ADJ. SHELV[14G & RODS, ~YP OF ALL CLOSETS (2) AD J, HANG RODS AT FULL-DEP311 ADJ SHELVES ON OF CLOSETS 101 AND 103 AT SIDE OF WALL AT ALL TRIM 0 0 B,,E, D ,R,,,,OOM - 111 6 BEDROOM- 111 1/2" = 1'-0" WO-12 TRIM, ALIGNI W/ ® 7 BEDROOM - 111 Topper Guesthouse 3605 Camp Mineola Road Mat~ituck, NY 11952 TR1.E= FIRST FLOOR INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0" DATE: 6/5/2009 NO. DATE = 4/6/20( 2 6/5/20( LINE OF CLOSET OFFICE - 206 1/2" = 1'-0'' WINQOWS SPACED TO · -- MATCH ROOM WIDTH, / \ / \ / \ / \ / \ / \ / ~ / ~ / \ / \ / \ / LINE OFS/OPED CLG 6X6BEAM, pTD SLIDING PANEL DOOR , ® ® ® ® 20FF~CE - 206 3 OFFICE- 206 1/2~" = 1 '-0" 1/2" = 1 '-0" OPEN TO BEYOND SEAM PTD, SEE FRAMING PLAN 6XBSEAM, PTD SLIDING PANEL POSITION SLIDING PANEL POSITION ® 4O F, ,F- 206 RIDGE TRUSS SUPPORT, '~- OPEN TO BEYOND ~ i I SLIDING DOOR TRACK '"~ SLIDING PANEL RIDGE TRUSS PTD SLIDING DOOR ' I I I SLIDING DOC DOOR TRIM ~ I I I I / 2X2 SrL SUP BATHROOM i i H~.,~[LWAY ~ r-- POST BEYOND I I YOND I RIDGE TRUSS SUPPORT, PTD ~ANEL ® ®® 5 MASTER BEDROOM- 202 ~R M,,,AS,T,,,,ER,/2,= ~ -o BEDROOM- 202 7 SLIDING PANEL aED, BY OWNER MASTER BEDROOM - 202 Topper Guesthouse 3605 Camp Mineola Road Mattltuck, NY 11952 ;~;~E: SECOND FLOOR INTERIOR ELEVATIONS · CALE: 1/2" = 1"-0" DATE: 6/5/2009 NO. DATE: 1 4/6/2009 2 6/5/2009 1 MAIN STAIR LANDING SECTION 1/2" = 1'-0" LINE OF SLOPED CEILING 14" ROUND SUPPLY DUCT, PTD 14" ROUND SUPPLY AIR DUCT, PTD 5~"X 31/~' WOOD CAP SUPPORTS W/(2) RECESSEDSTL. ANGLES VERT, ETL, SUPPORTS FINISHED FLOORING 5/4" WOOD AT LOUVBRED RETURN TYP OF3 514" WD, LANDING TO MATCH FLOORING ::l ~__2" X 2" STL POST THRU-BOLTED TO BTL SHOE FASTENED FROM UNDERSIDE OF TREAD, TYp DINING ROOM TABLE, BEYOND 2 MAIN STAIR SECTION RIDGE BEAM SHOWN - DASHED FOR CLARITY DUCTS SUSPENDED FROM CLG, W/S,S AIRCRAFT CABLE, MAX, 3'-0" SPACING 6X6 HEADER DOORJAMB PENDENT LIGHTFIXTURE~ SLIDING DOORS 314" T&G SUBFLOOR 2X10 FLOOR JOISTS, PTD ~'-- 2X10 WOOD BEAM, PTD UNDE,,RSTAIR ELEVATION 1/2" = 1 '-0 DUCTS SUSPENDED FROMCLG W! RETURN AIR GRILLE, FLOOR LINE,,[BEYOND THREADEDI SSCAMT~I NOTCH S~ RECEIVE T SPACING BOSOM CHORD SLIDING T&G DOORS, 2X2STEELVERTICAL SUPPORT-- 2XWD, ATFLOOR EDGE FHRU STAIR TREAD, I'0 SS CAM, BELOW U CENTER OF BEAM ~ SUPPORT BEAM TO [ADS AND RISERS ~D$ AND RISERS ,I FRONT OF STAIR ELEVATION 1/2" = 1 ~-0" OPEN TO BELOW OPEN TO BELOW 5 ENLARGED STAIR PLAN RAILING SLIDING DOORS, SEE DOOR SCHEDULE LINE OF BEAM ABOVE DETAIL AXON AT HANDRAIL TRANSITIONS NTS Topper Single Family Residence 3605 Camp MIneoia Road Mattituck, NY 11952 11TLE: iNTERIOR STAIR DETAILS ~CALE: 1/2" = 1'-0" DATE: 6/5/2009 BATT INSU EX10 HURRICANE STRAPS, SEE STRUCT, DWGS 2X§ TREATED SILL OVERLAP SHINGLES 1" @ FND, WALL TERMITE SHIELD W/MiN. 2" TABS. CAULK ANCHOR BOLT HOLES CONC. FND, WALL, S ANCHOR BOLT,SEE STRUCT, DWGS BREAKAWAY FLOODVENT CAMP-PROOFING ACRYLIC MODIFIED CEMENT ~OATING) SU ARCHITECT GRADE SLOPE -MIN. 1/2" PER FT, 1 DETAIL AT TYP. FND CONNECTION 1 1/2" = 1'-0" DAMP-PROOFiNG ACRYLIC MODIFIED CEMENT ~OATING1 SLOPE W/MORTAR 4" PERE DRAIN PIPE IN GRAVEL BED. PROTEC FABRIC (PIPE DRAINS TO DAYLIGHT) CONC. FOOTING, SEE STSUCT DWGS INTERIOR SPACE CRAWL SPACE SLOPE DE,,'rA.!L,,AT TYPICAL FOUNDATION FOOTER 1 1/2 = 1-0 SEALANT AT EXPANSION JOINT 4" CONC. SLAB SLOPED TO FLOOD VENTS~ SSD, 6 MM VAPOR BARRIER 2~ MIN. SAND FILL @4~' X 3 1/2" WD HANDRAIL HANDRAIL ATTACHED TO VERT. SUPPORTS AND CEDAR POSTS W/STL ANGLE 2" X 2" STEEL iNTERMEDIATE RAIL SUPPORTS 6X6 RSC POST, SEYOND LIGHT FIXTURE, SEE SCHEDULE UPPER DECK S S CABLE RAIL SUPPORTS 2X10 RSC DECK BEAMS UPPER DECK LOWER DECK SECTION AT TYPICAL SECOND FLOOR DECK & RAILING I 112" = Y-0" 5/4" X E 1/2" HANDRAIL ~I/l~/J~ , POSTS W/STL ANGLE ~,~ 6X6 RSC POST, BEYOND LOWER DECK 2" X 2~' STEEL SUPPORTS 514 PORCH DECKING LOWER DECK (3) 2XIOTREATED DECK I DASHED LINES INDICATE STAIRS BEYO TOP OF STAIR TREAD ALIGNS W/TOP OF RSC BOARD BOTTOM OF STAIR KICK ALIGNS W/BO~rOM OF RSC BOARD MTL, POST SUPPORT ANCHORED INTO CONC SEE STRUCT DWGS SEINF CONC, SONOTUBE, SEE 4 DE,,TA},L,, AT PORCH SUPPORT POST 1 1/2 = 1-0 CEDAR SHINGLES~ @@ PLYWOOD SHE~HING UPPER DECK 2X10 TREATED DECK JOISTS ON HANGERS RETARDER MASTER BEDROOM T&G MAHOGANY WOOD DECKING LAID OVER ~E DIAGONALLY LAID SUBFLOOR 2X10 TREATED RIM JOIST THRU-BOLTED TO HOUSE RIM JOISTS SEAL HOLES AROUND BOLTS FLASH AT DECK TO HOUSE CONNECTION 2X10 TREATED RIM JOISTS WHERE DECK AT-FACHES TO HOUSE lX2 WD. BATTON, 3/4' MARINE GRADE PLYWOOD 3/4TM PLYWOOD SHEATHING LOWER DECK GWB REVEAL MIN BATT iNSULATION LIVING ROOM 5 SECTION AT TYPICAL SECOND FLOOR DECK & RAILING 1 1/2" = 1'-0" PORCH INTERIOR SPACE JOIST STRAPS AT LEDGER, SaD. 2X10 TREATED DECK JOISTS RETARDER /8" GWB INTERIOR SHEATHING ' WALL BASE~ SEE SCHEDULE T&G MAHOGANY FLOORING OVER @4" PLYWOOD SUBFLOOR & VAPOR RETARDER R-30 MIN BA~F INSULATION CONT, FLASHING AT DECK TO HOUSE CCN~ 2X10 TREATED LEDGER, POWER ACTUATED TO CONC, FND DAMP-PROOFING ACRYLIC MODIFIEID CEMENT ~OATING) CRAWL SPACE 6 DETAIL AT PORCH TO FND. CONNECTION 1 1/2" = 1'-0" Topper Single Family Residence 4/5/2009 3605 Camp Mineol~ Road ~ 6/5/2009 Matt t~ck, NY 11952 11TLE: EXTERIOR WALL DETAILS SCALE: 1 1/2" = 1'-0" DATE: 61512009 lX6 RSC CAP 1X6 PORCH DECKING 2X8 TREATED RIM JOIST 2X10 TREATED DECK DASHED LINES INDICATE TOP OF STAIR K~CK ALIGNS W/ TOP OF R BO3TOM OF STAIR TREAD ALIGNS W/BOTTOM OF RSC BOARD MTL POST SUPPORT ANCHORED INTO OONC SEE STRUCT DWGS REINP, CONC, SONOTUBE 1 DETAIL AT TYPICAL CRIB WALL PORCH 1 1/2" = 1 CEDAR SHINGLED, 3/4" PLYWOOD SHEATHIN( SA3-r INSULATION 1X4 T&G PINE CEILING DECKING, PTD lx RSC TRIM, PTD BOTTOI~I ROLLING DOORS, SEE O00R TYPES & SCHEDULE -- STRETCHED FABRI WINDOW BEYOND, SEE WINDOW TYPES & SCHEDULE DETAIL AT SCREEN PORCH - HEAD SLIDING PANEL SCREEN DOORS, SEE DOOR TYPES -- SCREENED PORCH WALL FINISH BEYOND, 5/4" PORCH DECKING 2~I0 RSC FLOOR JOISTS 0X6 RSC POST BEYOND S~TRAPPED TO FND, DSD, TREATED ANCHOR BOLT, SEE STR UCT. GWGS BREAKAWAY FLOOD VENT DAMP-PROOFING ACRYLIC MODIFIED CEMENT ~OATING) ARCHITECT GRAVEL~ GRADE DLOPE- MIIN. 1/2I' PER FT, DETAIL AT SCREEN PORCH FOUNDATION ATTIC SPACE SCREEN PORCH SCREEN PORCH I I I PORCH FOUNDATION ' '"'"CH FJOtJNDATION 6 MM VAPOR BARRIER SAND FILL :ILL RIDGE VENT BEYOND ASPHALT SHINGLES OVER DBL LAYER 15 LB MIN 1" AIR SPACE FOR VENTING GRIP EDGE FLASHING 1 X4 RAKE TRIM, KERF TO RECEIVE CEDAR SHAKES 1X T&G PINE CEILING, PTD RIDGE TRUSS BEYOND, #2 RED LABEL SHINGLED, SUILDIN( 3/4" PLYWOOD SHEATHING BATT lb VAPOR RETARDER RIDGE TRUSS BEYOND. PROVIDE SOLID BLOCKING FOR RIDGE TRUSS, SEE DTRUIC~ DWGS FOR DTLS CEDAR SHINGLES BUILDIN 314" PLYWOOD SHEATHING VAPOR RETARDER MASTER BEDROOM 4 TYPI A.,,L EXTERIOR WALL DETAIL AT SECOND FLOOR CEDAR SHINGLES, P'TD -- BUILDING PAP'ER 3/4" PLYWOOD SHEATHIING MASTER BEDROOM 2X10 RIM JOIST BATT INSULATION EXPOSED JOISTS, 5/8" GWB, SIEE SCHEDULE FOR FINISH ~_~ LIVING ROOM TY.,PICAL EXTERIOR WALL DETAIL AT SECOND FLOOR 11/2~ = 1~-0'' Topper Single Family Residence 3605 Camp Mineola Road Mattituck, NY 11952 TR1.E: EXTERIOR WALL DETAILS DATE: 6/5/2009 NO. DATE: SUBMISSION: 1 4/6/2009 BID SET 2 6/512009 BLDG, DEPT. SET Ii A402 BUILDING PAPER MTL. FLASHING DBL LAYER 15 LB. ASPHALT-SATURATED FELT MIN. 1" AIR SPACE FOR VENTING 2X10 ROOF RAFTERS W/BArT INSULATION 1X T&G PINE CLG DECKING, PTD. 2X EAVE TRIM, KERF TO RECEIVE CEDAR SIDING BUILDING PAPER 7~-0" DORMER CEILING bA~f INSULATION VAPOR RETARDER 1X T&G PIN E ~LG DECKING, PTD. OFFICE , SSD DBL. LAYER 15 LB, ASPHALT-SATURATED FELT MIN. 1 '~ AIR SPACE FOR VENTING DRIP EDGE FLASHING I 1/2" D{A, CIRCULAR EAVE VENT W/SCREEN AT BACKSIDE 2X8 RAKE TRIM, KERF TO RECEIVE CEDAR SHAKES -- #2 RED LABEL SHINGLES~ 3/4" PLYWOOD SHEATHING BATT INSULATION VAPOR 5/8" GWB INTERIOR SHEATHING 3 DETAIL AT TYPICAL EAVE 1 1/2" = 1 '-0" lX4 T&G PINE CLG DECKING, PTD, GWB REVEAL VAULTED CEILING ASPHALT SHINGLE P DBL LAYER 1S LB, ASPHALT-SATURATED FELT MIN. 1" AIR SPACE FOR VENTIN, DRIP EDGE FLASHING 1X4 RAKE TRIM, KERF TO RECEIVE CEDAR 1 X4 T&G PINE CEILING DECKING, PTD. -- 3/4" PL.YWOOD SHEATHING BATT INSULATION VAPOR RETARDER GWB tNTERIOR SHEATHING 5 DETAIL AT TYPICAL RAKE DBL. LAYER 15 LB, ASPHALT-SATURATED FELT VAULTED CEILING BEDROOM HALLWAY T&G MAHOGANY PLYWOOD SUBFLOOR MIN. 1" AIR SPACE ~ DRIP EDGE FLASHING 1X4 RAKE TRIM, KERF TO RECEIVE CEDAR SHAKES 1 DETAIL AT DORMER EAVE & WINDOW 1 1/2" = 1'-0" 3/4 PLWOOD SHEATHING, CEILING AND WALLS CEDAR SHINGLES, 1/2" PLYWOOD 2X12 WD. BEAM, BEDROOM T&G MAHOGANY WOOD DECKIING OVER ID BUBFLOOR WHEREi NOT EXPOSED TO ROOMS BELOW OFFICE -- IX T&G PINE CLG DE~K~NG, PTD. IX WD, FRAME POCKETDOOR, -- SEE SCHEDULE BEYOND HALLWAY CRAWL SPACE SLOPE 2 DE,,TA !L,,AT DORMER FLOOR BEAM & POCKET DOOR /I DETAIL,,AT BEDROOM BEAM AND POCKET DOOR 2X10 WD. JOISTS ON FORM MIN. 8" X 16" OPENING IN CONC. 4 CONC, SLAB SLOPES TO 6 MM VAPOR WALL, SSD SSD. BATT INSULATION VAPOR RETARDER ATTIC SPACE 6 DETAIL AT RAKE OVER A"FrlC SPACE 1 1/2" = 1'-0" Topper Single Family Residence DATE: 4/6/2009 3605 Camp Mineola Road ~ 6/5/2009 MGt~ituck, NY 11952 Tm.E: EXTERIOR WALL DETAILS DATE: 6/5/2009 Ii A4 DBL. LAYER 15LB. 3/4" EXT. GRADE PLYWOOD BATT INSULATION P EDGE FLASHING 1X4 T&G PINE GLG DECKING ROD, BEYOND PROVIDE BLOCKING AT STL BEAM 51§" GWB INTERIOR SHEATHING WINDOW/DOOR TRiM MSTR. BEDROOM CEILING 1 DETAIL AT EAVE AND SUNSHADE TRELLIS CONNECTION I 1/2" = 1'-0' BEYOND 2X2 CEDAR LEDGER AT GIRDER 2X CEDAR JOIST WI COUNTBR SINK PROVIDE PRESSURE TREATED BLOCKING & SEAL AROUNB HOLES. PLYWOOD SHEATHING 3 DE.TA~!L,,AT SUNSHADE TRELLIS 1 1/2 =1-0 5/4" X 9 1/4" CEDAR SHADING PLANKS __ WD PERIMETER BEAM, SEE FRAMING PLANS 6X6 WD. POST BEYOND ~AHOGANY WOOD [CKING LAID OVER LAID BUBFLOOR 2"x2" STL, TUBE RAILING THRU-BOLTED TO ANCHOR SHOE STL SHOE WELDED TO STL. ' -- PLATE ANCHORED TO PERIMETER BEAMS BELOW DECKING, ~YP CABLERAIL WJSLEEKLINE CAP END TURNBUCKLE AT WOOS POSTS CABLERAIL W/FIXED TOGGLE LOCKS AT STEEL POSTS 2~x2" STL. TUBE RAILING ANCHOR SHOE STL, SHOE WELDED TO STL. TO PERIMETER BEAMS E~ELOW DECKING, TYP FLITCH PLATE BEAM W/RBC TRIM GLTB, SSD 2X BLOCKING BETWEEN JOISTS, 'TD. TO MATCH CLG =ROVIDE BLOCKING GWB F 5/8" GWB INTERIOR IINDOW~)OOR ' LDING PAPER 2X CEDAR JOIST W/LAG-BOLTS PROVIDE RESSURE TREATED BLOCKING & SEAL AROUND HOLES, PLYWOOD SHEATHING -- LINE OF EDGE BEAM BEYOND WD JOISTS ON HANGERS 6X6 RBC COLUMNS DETA!L AT SECOND FLOOR DECK TO HOUSE CONNECTION 4 DETAIL AT DECK GUARDRAIL CONNECTION I 1/2" = 1-0" 1 1/2" = 1 '-0" 1 WALL TYPES NTS SCHEDULED CEILING, · I, WHERE APPLICABLE GWB J-BEAD NOOD FRAMING, TYp W-8 OR W-12 FINISH AS INDICATED ON PLANS FOR TYPE 1C ONLY, PROVIDE 1/2" PLYWOOD SUBSTRATE IN STE~LC) OF GWB ~ LAYER 5/8" OWB EACH SiDE NO BABE AT TYPE 1C WALLS, WD FINISH TO F~N FLOOR -- FIN, FLOOR AS SCHEDULED 2~ WOOD SILL SEAL W/CON'r FIRE CAULK BOTH SIDES -- SCHEBULED CEILING , FINISH CLG. CORNER SMOOTH W! NO BEVEAL CON'T METAL RUNNER, ANCHOR TO STRUCT ABOVE bIIN, 2'-0" O C W-~ FINISH AS INDICATED ON pLANS FOR TYPE 2 ONL~ SOUND ATTENUATION BLANKETS 2 L~yER 5~a" TYPE X GWB EACH SIDE METAL STUDS, SEE TABLE BELOW W-8 FINISH AS INDICATED ON PLANS FOR TYPE 2 ONLY -- NO SASE AT TYPE 1C WALLS; FINISH TO FIN FLOOR NALL BASE AS SCHEDULED -- FiN. FUDOR AS SCHEDULED ~ CON'T SIRE CAULK EACH SIDE CONT' ~t~TAL RUNNER ANCHORED TO SUBFLC3OR MIN. 2~'' O C 5 DINING TABLE PLAN DETAIL 1 1/2" = 1'-0" DINING TABLE SECTION DETAILS 3/4" STONE SLAB ST- , SLOPE TO SHOWER, /4' DR,~ B 10~H SIDES -- SLOPE CONTINUOUS LEAD PAN 5~" CEMENT~TIOUS BACKER BOARD 5/8" CEMENTITIOUS BACKER BOARD SHOWER PAN DETAIL 3/4" WOOD FLOORING 3/4" WOOD SUBFLOOR 3 §T UE THRESHOLD DETAIL STONE THRESHOLD, ST-1 STONE OR TILE ON THINSET, SEE FINISH SCHEDULE 1/2" CEMENTITIOUS SUBFLOOR 3/4" MARINE GRADE PLYWD, SUBFLOOR -- WATERPROOFING MEMBRANE WALL BASE DETAILS WALL FRAMING ~BEYOND WALLFINISH AS ~SCHEDULED :WD BASE ELEC OUTLET BASE TYPE: B-1 STONE BASE W/MESH BACK ON THINSET GROUT & MIN. REVEAL BASE TYPE: ST-1 7 SCREENED PORCH DAY BED SECTION DETAIL I 1/2" = 1'-0" Topper Single Family Residence I ""TE: 3605 Camp Mineola Road 4/6/20o9 MatUtuck, NY 11952 ~ 6/5/2009 TlR.E: TYPICAL INTERIOR DETAILS SCALE: VARIES DATE: 6~5/2009 470 UN;ON AVE 11211 EXTERIOR DOORS SEE SCHEDULE TEMPERED LU J TYPE: HINGED GLAZED PANEL SEE MANE DETAILS TO VERIFY DIMENSIONS AND DETAILS SEE SCHEDULE SCREEN WD. STYLE & RAIL TYPE: HINGED CUSTOM SCREEN DOOR SEE SCHEDULE TYPE: BO'Iq'OM ROLLING CUSTOM SCREEN PANELS SEE SCHEDULE WD. STYLE CLEAR FINISHED WOOD FRAME. FOR SPECIES THIS PANEL SECURED W/FLUSH BOLTS TOP & BOTTOM THIS PANEL HINGED TO ADJ. PANEL W/FLUSH BOLT AT BO'J-rOM ONLY TYPE: DOUBLE HINGED CUSTOM SCREEN DOOR WD STYLE & RAIL ~ CLEAR FINISHED WOOD FRAME. SEE SCHEDULE FOR SPECIES PROVIDE FABRICATION SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. DOOR PULL ON INSIDE THIS PANEL ONLY SS CABLE & TURN BUCKLE CROSS SUPPORT ~F REQ'D EXTERIOR DOOR SCHEDULE DOOR ROOM NAME ROOM TYPE DIMENSIONS (inches) J HDWR SET SCREEN NOTES ' ~T ', ~ ~-~ "~i EXTERIOR D1 VESTIBULE 100 HINGED GLAZED PANEL 36 84 1 3/4 El/E2 Y D2 LAV,/LAUNDRY 105 HINGED GLAZED PANEL 32 94 I 3/4 El/E2 Y D3 LIVING ROOM 104 HINGED GLAZED PANEL 42 94 1 3/4 El/F-.2 Y D4 LIVING ROOM 104 HINGED GLAZED PANEL 36 94 1 3/4 El/E2 Y D5 SCREENED PORCH 110 DOUBLE SCREEN 60 95 1/2 1 3/4 E3 N D6 KITCHEN 109 HINGED GLAZED PANEL 32 94 1 3/4 E1 N D7 SCREENED PORCH 110 HINGED GLAZED PANEL 82 94 1 3/4 E1 N D12 MASTER BEDROOM 202 HINGED GLAZED PANEL 42 94 1 3/4 El/E2 Y D22 SCREENED PORCH 110 DO'I-rOM ROLLING SCREEN 153 1/2 95 1/2 1 3/4 E4 N 3 EQUAL PANELS GENERAL NOTES 1, LOEWEN BASIS OF DESIGN FOR ALL EXTERIOR DOORS i 2, ALL DOOR TYPES TO BE COMPLIANT WITH CODE REQUIF.EMENTS FOR LOCAL HURRICANE ZONE =. ALL EXTERIOR DOOR (EXCEPT SCREEN DOORS) FINISH TO BE METAL CLAD WITH PRIMED DOUG FIR INTERIOR · , AI~L ' ......... $:,~tI~I~,~C..R,E~E~N..DOORS TO M~A.T~C,H ~IZ~ 0,~I?!O,B ~Dgp~ ?~RE. !N~t~T~D :~ ...... ! ......... I 7. VERIFY ALL SLIDING DOOR DIMENSION~ EXTERIOR HARDWARE SCHEDULE EXTERIOR DOOR HARDWARE i TYPE LOCAT ON DESCRIPTION QTY. I MANUF. MODEL NO, F~NISH NOTES SET E1 HINGED ENTRY DOORS 4" FULL MORTISE HINGE 1 SET BALDWIN 4" X 4" SQUARE CORNER HINGE 190 SATIN BLACK ENTRANCE SET 1 BALDWIN BALTIMORE MORTISE TRIM 6552.10.190 190 SATIN BLACK MORTISE LOCKSET I BALDWIN 2.5" BACKSET 6301.1 E0 190 SATIN BLACK 6750 TURN PIECE PULL/HANDLE 1 BALDWIN AVENTURA MF LEVER 190 SATIN BLACK CYLINDER 1 BALDWIN 8323.190 190 SATIN BLACK STOP 1 BALDWIN 4045.102 190 SATIN BLACK 190 SATIN BLACK / LOC. TO BE APPROVED BY ARCH. DOOR BUMPER 1 BALDWIN 4045.102 WHITE TIP SET E2 HINGED SCREEN DOORS 4" FULL MORTISE HINGE 1 SET BALDWIN 4" X 4" SQUARE CORNER HINGE 190 SATIN BLACK CATCHJLATCH 1 BALDWIN 5510.1B0 190 SATIN BLACK KNOB 2 BALDWIN 5000,190 MR 190 SATIN BLACK ROSE 2 BALDWIN SQUARE PROFILE ROSE: 5032.190 190 SATIN BLACK DOOR SILENCING BUMPER 1 OUTWATER IVE-65 BLACK RUBBER SPRING CLOSER 1 TBD TED BLACK PNEUMATIC CLOSER NOT ACCEPTED SET E3 DOUBLE HINGED SCREENS ¢" FULL MORTISE HINGE 2 SETS BALDWIN 4" X 4" SQUARE CORNER HINGE 190 SATIN BLACK PULL/HANDLE 1 SUGATSUNE HH-KP150 GC TO PAINT BLACK 1 MTD VERT. ON OUTSIDE OF ACTIVE PANEL FLUSH BOLT 3 BALDWIN 0626.190 lB0 SATIN BLACK DUSTPROOF STR!KE 4 iBALDWIN 0622.190 190 SATIN BLACK 4TH STRIKE LOC'D @ HOLD OPEN PO,SITION DOOR SILENCING BUMPER 1IOUTWATER STYLE 65 BLACK RUBBER SPRING CLOSER 1 ITBD TBD BLACK PNEUMATIC CLOSER NOT ACCEPTED SET E4 BOTTOM ROLLING SCREENS BOTTOM ROLLING DOOR SET 2 HAFELE }TRAIGHTAWAY 115 BLACK PULL/HANDLE 1 SUGATSUNE HH-KP155 GC TO PAINT BLACK 1 PER MOVING PANEL FLUSH BOLT 2 ~ALDWIN 0626.190 190 SATIN BLACK I PER MOVING PANEL DUSTPROOF STRIKE 2 E~ALDWIN 0622.190 190 SATIN BLACK 1 PER MOVING PANEL NOTES: L ,1. AROHITEgT TO APPROVE ANY ADDITIONAl. HARDWARE REQUIRED NOT LISTED A~ovEi G~iToIPROVIDE CUT SH~'r8 J i Topper Single Family Residence DAI~: 4/6/2009 3605 Camp Mineola Road ~ 61512009 Mattituck, NY 11952 TIll. E: DOOR TYPES & SCHEDULES SCALE: 1/2" = 1 '-0" SUBMI~ BID SET BLDG. E3 DATE: 6/5/2009 470 UNION AVE BROOKLYN~ NY 11211 T 719 218 1101 F 718 21J 8115 Il A50 INTERIOR DOORS MATCH WALL TYPE: HINGED HOLLOW METAL SEE SCHEDULE / / / N .//1 MDF DOOR PTD. /~- TO MATCH WALL /2" TYPE: SINGLE PIVOT FLUSH MDF DOOR PTD. MATCH WALL TYPE: DOUBLE PIVOT FLUSH SEE SCHEDULE PTD. WD RAIL TYPE: DOUBLE PIVOt PANEL PTD. DOUG. FIR OR MDRTYP OF DOORS INTERIOR DOOR SCHEDULE DOOR :ROOM NAME I ROOM TYPE DIMENSIONS (inches) I HDWR SET[SCREEN ~ NOTES INTERIOR D8 BATHROOM 113 POCKET WOOD PANEL 30 94 1 3/4 3 D9 MECH. ROOM 112 HINGED HOLLOW METAL 32 90 1 3/4 1 2 HR. RATED DOOR D10 LAV./LAUNDRY 105 POCKET WOOD PANEL 32 94 1 3/4 3 D11a CLOSET 101 DOUBLE PIVOT PANEL 46 94 1 3/4 5 D11b CLOSET 102 DOUBLE PIVOT PANEL 46 94 1 3/4 5 D11c CLOSET 103 DOUBLE PIVOT PANEL 46 94 1 3/4 5 D13 CLOSET 115 DOUBLE PIVOT PANEL 37 1/4 94 1 3/4 5 DI 4a MASTER BEDROOM 202 T&G SLIDING DOOR 32 1/8 94 1 1/2 2 PANEL SHARES TRACK WITH D14b AND D14c D14b MASTER BEDROOM 202 T&G SDDING DOOR 38 94 11/2 2 PANEL SHARES TRACK WITH D14a AND D14c D14c MASTER BEDROOM 202 T&G SLIDING DOOR 37 94 I 1/2 2 PANEL SHARES TRACK WITH D14a AND D14b D15a OFFICE 206 T&G SLIDING DOOR 37 94 1 1/2 2 PANEL SHARES l~ACK WITH D15b D15b OFFICE 206 T&G SLIDING DOOR 37 94 1 1/2 2 PANEL SHARES 3~ACK WITH D15a D16 NOT USED D17 MASTER BATHROOM 204 SING LE PIVOT GLAZED PANE 26 94 11/2 7 W-11 FINISH, GL-4 GLAZING D18 CLOSET 205 SLIDING PANEL DOORS 190 1/2 96 1 1/2 2 4 EQUAL PANEL BI-PASS SLIDING DOOR D19 MASTER BATHROOM 204 SHOWER 36 72 3/8 6 TEMPERED GLASS SHOWER DOOR, GL-1 D20 OFFICE 206 DOUBLE PIVOT FLUSH 60 1 1/2 4 HEAD HEIGHT TO MATCH CLG SLOPE; FRAMELESS D21 CLOSET 207 SINGLE PIVOT FLUSH 30 1 1/2 4 HEAD HEIGHT TO MATCH CLG SLOPE; FRAMELESS GENERAL NOTES i i ! , 1. LOEWEN BASIS OF DESIGN FOR ALL EXTI=RIOR DOORS 2, ALL DOOR TYPES TO BE COMPLIANT WITH CODE REQUIREMENTS FOR LOCAL HURR CANE ZONE 3. A. LL EXTEF~!OF~ DOOR (EXCEPT SCREEN D,OORS) FINISH TO BE METAL CLAD WITH PRIMED DOUG FIR INTERIOR 4. ALL INTEEFIIOR DooRs TO BE ~C'RIBED TO FINISHED FLO0~ WFFH MIN. Ui~ERCUT ALLOWABLE 5.,Al~ ~F~E~EN,,,D,,(~0R$,,T~,,I~AT(~ ~!~,,~F,E,,~rERIOR DOORS WHERE INDICATED ' S, ALL EXTERIOR DOOR HARDWARE TO BE CORROSION RESISTANT 5 1/2" T&G DOOR P I / /I EXOPSED BATTON I // /! I REVERSE SIDE. ~ I / I PRIMED AND PAIN- ~ I / ! I PROVIDE FABRICA ~: I / / I SHOP DRAWINGS I ~ / / I REVIEW PRIOR TO ;' I , / / I ~ Gl / / IO I / / u3 ~ / I I . R TYPE: T&G SLIDING DOORS SEE SCHEDULE TYPE: SINGLE GLAZED PIVOT HARDWOOD VENEERED DOOR WITH 1/2" HARDWOOD NOSING AND CLEAR MATrE FINISH 14 DIA. PATTERNED GLASS OPENING 1X6 ISLE SCHEDULEf SEE SCHEDULE HINGE, SEE SCHEDULE SCHEDULE TYPE: GLASS SHOWER SEE TYPICAL SHOWER PAN DETAIL A003 TYPE: POCKET WOOD PANEL TRACK, SEE -- SCHEDULE PULLS, SEE SCHEDULE OUTLINE OF OPENING PTD. DOUG. FiR OR MDF, TYP OF DOORS SEE SCHEDULEE TYPE: CUSTOM PANELED SLIDING DOORS PTD, DOUG, FIR OR MDF, TYP OF ALL PANEL DOORS INTERIOR HARDWARE SCHEDULE INTERIOR DOOR HARDWARE i i ~ ! "" ILOCATION ! DESCRIPTION I GTV. I MANUF. I MODEL NO. I FINISH I NOTES I SET 1 HINGED DOORS - PASSAGE 4" FULL MORTISE H~NGE 1 SET BALDWIN 4" X 4" SQUARE CORNER HINGE 190 SATIN BLACK CATCH/LATCH 1 BALDWIN ~510.190 190 SATIN BLACK KNOB 2 BALDWIN 5000.190 MR 190 SATIN BLACK ROSE 2 BALDWIN SQUARE PROFILE ROSE: 5032.190 190 SATIN BLACK DOOR BUMPER I BALDWIN 4045.102 190 SATIN BLACK / WHITE TiP LOC. TO BE APPROVED BY ARCH. : DOOR SILENCING BUMPER I OUTW~TER IVE-65 BLACK RUBBER I SET 2 BY-PASSING SLIDING DOORS SLIDING DOOR SET 1 PER HETTICH TOP LINE GRANT 72*222 CLEAR ANNO. U~ TRACK HETTICH DOUBLE TRACK 7002 CLEAR ANNO, VERIFY LENGTH~ PANELS SHARE TRACK CON~F FLOOR GUIDE 1 PER HETTICH 2014 CLEAR ANNO, VERIFY LENGTH ~ BUMPER STOP HETTICH 050561 SS VERIFY REQUIRMENT & LOC. FLUSH PULL 2 PER HAFELE 151.04.328 BRASS BLACK MATTE ONE EACH SIDE, SEE TYPES I SET 3 POCKET uuum:~ (PRIVACY) POCKET DOOR FRAMING KIT 1 HAFELE 940.94,001 SLIDING DOOR HARDWARE HAPELE JUNIOR 40/B-HAWA ;LEAR ANNO. HAFELE ~40.40.O31 LOWER GUIDE CHANNEL HAFELE 940.41.130 BLACK VERIFY REQUIRMENT POCK~ET DOOR BOLT I IVES #42 POLISHED CHROME END PULLS I SUGATSUNE YK*70 ~S PTD BLACK TO MATCH OTHER HARDWARE FLUSH PULL 2 HAFELE 151.04,328 BRASS BLACK MATTE ONE EACH SIDE SET 4 ATTIC PIVOT DOORS CENTER HUNG PIVOT SET I RIXSOIN 127-3/4"CENTER HUNG PIVOT MORTISED ~ANUE STD. MOUNTS TO JAMB TOP PIVOT 320 INCL IN SET RIXSOIN MANUF, STD. ADJ. BALL CATCH 1 SET BALDWIN 0425,190 190 SATIN BLACK LOCATED AT DOOR AT FRAME KNOB 2 BALDWIN 5000.190 MR 190 SATIN BLACK ROSE 2 BALDWIN SQUARE PROFILE ROSE: 5032.190 190 SATIN BLACK SET 5 CLOSET PIVOT uu~[~ CENTER HUNG P~VOT SET 1 RIXSOIN 128-3/4"CENTER HUNG PIVOT MORTISED iMANUF. STD. MOUNTS TO FLOOR TOP PIVOT320 INCL. IN SET RIXSOIN MANUE STD. KNOB 2 BALDWIN 5000.190 MR lb0 SATIN BLACK ROSE 2 BALDWIN SQUARE PROFILE ROSE: 5032.190 lb0 SATIN BLACK ADJ. BALL CATCH 1 SET BALDWIN 0425.190 100 SATIN BLACK LOCATED AT DOOR AT FRAME SET 6 GLASS HINGED DOUBLE ACTING HINGE 2 CRL GENEVA 345CH CHROME GLASS TO GLASS HINGE PULL 2 OMNIA~ 40108" US32D MISC, WATERTIGHT CLEAR VINYL PROFILE AT BOTTOM ONLY I SET 7 OFFS~¥ PIVOT uPP~l BOTTOM PIVOT I RIZSOIN MODEL 117-1/4" MORTISED JAMB MTD PIVOT MANUF. STD. MOUNTS TO WALL OFFSET TOP PIVOT I RIXSOrN MODEL 680 MORTISED JAMB MTD PIVOT MANUR STD. MOUNTS TO WALL KNOB 2 BALDWIN 5000.190 MR 190 SATIN BLACK ,r, '-, .~'it~ ~1~-~. ROSE 2 BALDWIN SQUARE PROFILE ROSE: 5032.1B0 1BO SATIN BLACK ~~ f~,~ CATCH/LATCH 1 BALDWIN 5510.190 190 SATIN BLACK j~-~_~;~ 1. ARCHITECT TO ^PPR~VE ANY ADDITIONAL HARDWARE ~QUIRED NOT LISTEC ABovE GC TO PROVIDE CUT SHEETS Topper Single Family Residence ] 3605 Camp Mineola Road ~ Mattituck. NY 11952 TIldE: DOOR TYPES & SCHEDULES ~CALE: 1/2" = 1'-0" DATE: 6~5~2009 DATE: BUBMIBSION: 4/6/2009 BID SET 6/6/2009 BLDG. DEPI~ SET iA502 JAMB STEEL STUDS, SHIM AS REQID , PTD W-8 FINISH SEAL W/FIRE CAULK, BOTH SIDES , PTD DOOR THRESHOLD HOLLOW MTL MECH. DOOR -- STL DOOR -- NEOPRENE GASKET AT SILL THRESHOLD WHERE REQ~D -- FOR FLOOR TRANSmON, ST-1 ~/-- FINISH FLOORING HEAD HAFELE STRAIGHTAWAY 115 TOP GUIDE, BLOCKING STWN 1X R$C TRIM, PTD, FIXED PANEL SLIDING PANELS THRESHOLD HAFELE STRAIGHTAWAY 115 BO3~'OM ROLLERS FLOOR MTD. TRACK GUIDE FRONT PANEL FIXED AT TOP AND Bo~roM, BLOCK AS REQ'D FIN. PORCH FLOOR/PORCH BO'I-rOM ROLLING SCREEN DOORS 1 DOOR HEAD JAMB SILL DETAILS HEAD JAMB THRESHOLD HEAD THRESHOLD SCHEDULED WALL FINISH WOOD FRAMING HEADER LIIRED HAFELE JUNIOR 4OFZ, ' TRACK E WALL ~ ''~ 1/2" MILGO BUFK~N GWB REVEAL 1" x S" WOOD CASING, PTD (WHERE CONDITION RETURNS) SOLID WD, PANEL DOOR ................ 1/4" DEEP KERF TO RECEIVE /-- DOOR '/ .- 1/2" MILGO SUFKIN GWS REVEAL ~¢ALL FINISH WHERE WALL COND. IS ADJACENT) BO~FOM MOUNT AND GUIDE TYP, POCKET DOOR CEILING FINISH AS SCHEDULED lX RSC TRIM, PTD, SCREEN 1/2" X 5/8" STOP IN NEOPRENE WEATHERSTRIP AT SILL PROVIDE FLUSH WD-2 THRESHOLD FIN. PORCH FLOOR/PORCH STAIR TOP TREAD HINGED SCREEN DOORS HEAD ......... ~ RIXSON 127-3/4 CENTER HUNG SOTFOM PIVOT HINGE (320 TOP) ~ 1-3/4" MDF PANEL DOOR SCHEDULED WALL FINSH JAMB -- CHAMFERED EDGE RIXSON 127-3/4 CENTER BO~FOM PIVOT HINGE (320 TOP) THRESHOLD FLUSH PIVOT DOOR HEAD \-- lx WOOD CASING, PTD RIXSON 128-3/4 CENTER HUNG SOTTOM PIVOT HINGE (320 TOP) .............. ~"-- WALL TRIM, SEE ELEVATIONS JAMB CHAMFERED EDGE AS REQ'D RIXSON 12B-3/4 CENTER HUNG BOTTOM PIVOT HINGE (320 TOP) THRESHOLD FINISH FLOORING PIVOT PANEL DOOR AT CLOSETS WALL FINISH AS SCHEDULED ~ WHEN BOTH ARE FULLY OPEN ~,~ ii JAMB JAMB SCREEN --~ PASSIVE LEAF OF DBL HINGED SCREEN DOOR --'~ FLUSH BOLT FULL MORTISE HINGE PROVIDE SPRING CLOSER ON HOOK TO RELEASE FOR FULLY OPEN POSITION PROVIDE FLUSH WD-2 THRESHOLD AT SILL BO~FOM ROLLING DOOR TRACK RACK RUNS FULL LENGT~T~HIS PANEL ONLY) STOP IN ® JAMB ACTIVE LEAF OF DBL HINGED 3CREEN DOOR EXTEND 1X WD FOR STOP AT JAMB PULL SEE ~ ' SCHEDULE · JAMB JAMB DETAILS AT PORCH SCREEN DOORS Topper Single Family Residence ] DATE: 4/6/2009 3605 Camp Mineola Road ~ 6/5/2009 Matt tuck, NY 11952 im..E: DOOR DETAILS DATE: 6/5/2009 470 UNION AVE BROOKLYN, NY ~ A5 11211 ~ HEAD JAMB --WALL FINISH AS SCHEDULED -- RIXSON 680 TOP PIVOT VENEER MDF DOOR, WD-11 STONE JAMB, ST-1 PROVIDE CLEARANCE FOR DOOR OPERATION CHAMFERED EDGE AS REQ~D RIXSON 117-1/4 OFFSET BOSOM PIVOT HINGE (680 TOP) STONE JAMB, ST-1 HEAD JAMB BEAM, SEE PLANS TOPOFCLOSET · ENCLOSURE BEYOND TRACK, SEE SCHEDULE ROLLERS SEE SCHEDULE WD. FRAMED WALLBEYOND SLIDING DOOR, SEE TYPES FOR MORE INFO I I \, WALL FINISH AS ~-~.~ SCHEDULED ~-- LINE OF BEAM ABOVE 1/4" DEEP KERF TO RECEIVE DOOR WALL FINISH AS SCHEDULED TOP OF CLOSET LINE OF WALL BEYOND lX PTD T HEAD JAMB __ TRACK, SEE SCHEDULE ROLLERSSEE SCHEDULE SLIDING DOOR, SEE TYPES FOR MOREINFO -- WALL FINISH AS SCHEDULED -- 1/4" DEEP KERF TO RECEIVE DOOR THRESHOLD RrXSON 117-1/4 OFFSET BOTTOM PIVOT HINGE (660 TOP} FINISH FLOORING THRESHOLD __ GUIDES, SEE SCHEDULE THRESHOLD GUIDES, SEE PIVOT PANEL DOOR AT MASTER BATH WC BY-PASSING SLIDING DOORS AT WD, BEAM BY-PASSING SLIDING DOORS AT MASTER CLOSET 1 DOOR HEAD JAMB SILL DETAILS, CON'T 3" = 1 '-0" Topper Single Family Residence "1°'DATE: SUBMI8810N: 3605 Camp Mineola Road 4/6/2009 BID SET Mattituck, NY 11952 ~ 6/5/2oo9 BLDG. DEP~ SET 1~1.E: DOOR DETAILS SCALE: 3" = 1'-0" DATE: 6/5/2009 iA504 PTD. CEDAR SIDING 1X PTD CEDAR TRIM 1X PTD CEAR TRIM PTD. CEDAR SIDING PTD, CEDAR BIDING 1X PTD CEDAR TRIM MTL FLASHING 1X PTD CEAR TRIM PTD. CEDAR SIDING 1X PTD WD. TRIM CEILING HEIGHT ALL WINDOWS TO BE GLASS INTERIOR (WHITE) 1X PTD. WD. TRIM IX PTD. WD. BASEBOARD FINISHED FLOOR PROVIDE BLOCKING BETWEEN JOISTS, OTD. ~TO MATCH CLG. J-BEAD @ GWB 1X PTD. WD. TRIM UNDERSIDE OF 2ND FLOOR JOISTS LJ ALL WINDOWS TO BE GLASS INTERIOR (WHITE) IX PTD. WD, TRIM lX PTDWD, BASEBOARD FINISHED FLOOR 1 WINDOW DETAILS MTL. FLASHING 1X PTD CEAR TRIM PTD. CEDAR SIDING 1X PTD CEDAR TRIM MTL FLASHING 1X PTD / CEDAR TRIM RSC DORMER TRIM BATHROOM TILE J, SEE SCHEDULE PROVIDE END TILE AT WND EDGE 1 >( PTD. WD, TRIM ALL WINDOWS TO BE DIRECT GLAZED AT GLASS INTERIOR CNHITE) 1X( PTD. WD. TRIM ~ PROVIBE END TILE J, SEE SCHEDULE 7~-0" DORMER HEIGHT SLOPED CLG. '~ lX PTD. WD. TRIM ALL WINDOWS TO BE D{RECT GLAZED AT GLASS INTERIOR (WHITE) -- 1X PTD. WD TRIM 1X PTD CEDAR PTD. MARINE GRADE PLYWOOD 1X PTD CEDAR TRIM MTL FLASHING WD. TRIM ALL WINDOWS TO BE GLASS INTERIOR (WHITE) IX PTD, WD SILL, TYP BACKSPLASH, SEE SCHEDULE KITCHEN SEE SCHEDULE COUNTER HEIGHT SCREENED PORCH CLG. lX PTD. WD. TRIM MTL, FLASHING I/ .1 I 5/8"GWS ~ ~ GLASS INTERIOR (WHITE) lX PTD, CEDAR BATTON, BEYOND -- lX PTD WD. TRIM 5@" GWB WINDOW SCHEDULE i [ W H HEAD I BATHROOM 113 AWNING AW1 0808 31 1/2" 31 1/2" ?'-0" WA~R RES/TANTPAINTAT SHOWER 2 STA~RHALL 1D6 DOUBLE HUNG DH1 3040 35 3/8'~ 88 1/4" 12'-8' 3 LIVING ROOM 1 D7 DOUBLE HUNG DH1 3640 41 3@" 88 1/4" 7'-10" 4 L@ING ROOM 107 FIXED CUSTOM 1185/8" 881/8" 7'-10" 5 KITCHEN 108 FIXED CUSTOM 47 1/4" 25 1/2" 5,_7~, 6 KITCHEN 1Q9 FIXED CUSTOM 47 1/4" 25 1/2" 5'-7" 7 ECREENED PORCH 110 FIXED CUSTOM 42" 437/8~ 7'-10" B SCREENED PORCH 110 FIXED CUSTOM 42" 437/8" 7'-10" 9 SCREENED PORCH 110 FIXED CUSTOM 42" 437/8" 7'-10" 10 BEDRCOM 111 DOUBLE HUNG DH1 3640 41 3/8" 88 1/4" 7'-10" 11 BEDROOM 111 DOUBLE HUNG DH13640 413/8" 881/4" 7'~10" 12 "~AETER BEDROOM 202 FIXED CUSTOM 118@8" 881/4" 7'-10" 13 MASTER BEDROOM 2(32 DOUBLE HUNG DH1 3040 41 3/8" 88 1/4" 7'-10" 14 BFFICE 206 AWNING AW1 0808 31 1/2" 31 1/2'~ 6'-10" 14a 3FFICE 206 AWNING AW1 0808 31 1/2" 31 1/2" 6'-10' VERI~ ALL WINDOW DIMENSIOINS WITH MANUFAC~RER AND VERI~ ~IGNMENTS SPECIFIED IN DRAWINGS ~.ALLWINDOWSTOHAVEDOUBUEPANEG~INGW~HINE~GASAIRSPACEANDMN o 580 U- R~ WINDOW H~DWARE TO BE CORROS{ON RESISTANT ~ I / \ / / ~ / / W,ND..O. W TYPES 1/2" = 1 '-0' NOT FOR CON,S Topper Single Family Residence 1 3605 Camp Mineola Road J ~ Mat[tuck, NY 11952 I~1.E: WINDOWTYPES, SCHEDULE & DETAILS SCALE: VARIES DATE: 6/5/2009 DATE: SUBMISSION: 4/6/2009 BID SET 6/5/2009 BLDG. DEPT. SET A510 VELUX ECL SILL FLASHING UNDERLAYMENT NOTE 1 & 3 ASPHALT SHINGLE BASIS DF DESIGN VELUX VCM ELECTRIC VENTING SKYLIGHT FINISH @ SN*YLIGHT INTERIOR TO MATCH FASTEN SKYLIGHT TO CURB WITH FURNISHED SCREWS OTEI&3 /~ VELUX ECL HEAD FLASHING / f VELUX ECL HEAD FLASHING PLACED BETWEEN UNDERLAYMENT NOTES 1. UNDERLAYMENT TO BE FOLDED UP AGAINST ALL BIDES OF CURB 2 VAPOR BARRIER SHOULD BE USED TO AVOID MOtSTLIRE 3 WRAp CURB IN UNDERLAYMEN[ USE VELUX TYPE Z0Z UNDERLAYMENT IN AREAS WITH SEVERE WEATHER CONDITIONS SKYLIGHT SECTION DETAIL A - A \ \ \ \ \ BASIS OF DESIGN: VELUX VCM ELECTRIC ELEVATION 2 SK.Y, .I.:,,iGHT SECTION DETAIL B- B ~-~a-~ ~K~?GHT=~.o KEY PLAN Topper Single Family Residence ] ~o. 3605 Camp Mineola Road J ~ Ma[t tuck, NY 11952 1111.E: SKYLIGHT DETAILS DATE: DUBMI881ON: 4/6/2009 BID SET 6/5/2009 BLDG. DEP~ SET SCALE: NOT TO SCALE DATE: 6/5/2009 NAILING SCHEDULE FRAMING RAFTER TO TOP PLATE (TOE-NAILED) 3-8d per rafter CEILING JOISTS TO TOP PLATE 3-8d per joist CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3-8d each lap CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) 8-16d each lap COLLAR TIE TO RAFTER (FACE NAILED) 8-16d per tie BLOCKING TO RAFTER (TOE-NAILED) 2-8d each end RIM BOARD TO RAFTER (END NAILED) 2-16d each end TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d per foot TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d joints - each side STUD TO STUD (FACE NAILED) 2-16d 24" o.c. HEADER TO HEADER (FACE NAILED) 16d 16" o.c, along edges TOP OR BOTTOM PLATE TO STUD (END NAILED) 2-16d per 2x4 stud 3-16d per 2x6 stud 4-16d per 2x8 stud Bo'FrOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST 2-16d per foot OR BLOCKING IFACE NAILED) JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d per joist BRIDGING TO JOIST pOE-NAILED) 2-8d each end BLOCKING TO JOIST (TOE-NAILED) 2-8d each end BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d each block LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d each ioist JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d per joist BAND JOIST TO JOIST (END-NAILED) 3-16d per joist SAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d per foot IROOF S'EAT""O I STRUCTURAL PANELS I 3-8d 6" edge / 12" field DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "XS" 2-8d per support 1 "X10" OR WIDER 3-8d per support iGYPSUM WALLBOARD I 5d coolers ~ 7" edge / 10" field 'WALL SHEATHING STRUCTURAL PANELS 8d FIBERBOARD PANELS 7/16" 6d 3" edge / 6" field 25/32" 8d 3" edge / 6" field GYPSUM WALLBOARD 5d coolers 7" edge/10" field HARDBOARD 8d PARTICLEBOARD PAN ELS 8d DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "XS" 2-8d per support 1 "Xl0" OR WIDER 3-8d per support I F.OOR SHEATH,NO I STRUCTURAL PANELS 1" OR LESS 8d 6" eddie / 12" field GREATER THAN 1" 10d 6" edge / 6" field DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "XS" 2-8d per support 1 "Xl0" OR WIDER 3-8d per support NOTES ~ 1. NA LNG REQUIREMENTS ARE BASED ON v~ALL SHEATHING NAILED 6" O.C. AT PANEL EDGE. IF wALL SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN TIGHTER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS coN~riNUOUS ovER CONNECTED MAMsERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT COMPONENT AND CLADDING PRESSURE ZONES .th :? ,'! GABLE ROOFS HIP ROOFS tO°< 0 ~ 30e PROVIDE 8d COMMON NAILS @ 4' O.C. AT HIGH PRESSURE ZONE - 6' O.C. AT ALL OTHER PORTIONS OF ROOF, TYPICAL. GABLE ROOFS m~< o..< 45° PROVIDE 8d NAILS @ 4' O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES NOTE: a = 4 FT. IN ALL CASES FLITCH PLATE BEAMS ALLOWABLE BENDING MOMENT ALLOWABLE SHEAR @ END BOLTING COMPONENTS FOOT POUNDS POUNDS (# JACK STUDS) PATTERN (2) 2X12 + 5/8" X 11" STL. PLATE 22,794 9,565 (4) F (BEAM @ EXTERIOR DECK) (2) 2X10 + 5/8" X 9" STL. PLATE 16,760 7,835 (3) C (ROOF BEAM ABOVE BEDROOM - 109) ELEVATIDN FDR 10' ~, l~-' I~F_AMS ~r' NOTES REFERENCE STRUCTURAL SKETCHES AND CALCULATIONS ATTACHED. ALL EXTERIOR FASTENERS TO BE #316 STAINLESS STEEL FOR SEACOAST EXPOSURE. EXTERIOR STRUCTURAL STEEL TO BE RECEIVE GALVAX PROTECTIVE FINISH ACCORDING TO MANUE SPEC'S, THOMAB D. RI LLY, PE. ~.~4 Bezel Lane Smithtown, N.Y. lr/87' (631)724-7888 Topper Single Family Residence 1 3605 Camp Mineola Road I ~ Matt tuck, NY 11952 SUBMIS,91ON: 416/2009 BID SET 6/6/2009 BLDG. DEPZ SET Il S001 TITLE: TYPICAL STRUCTURAL DETAILS SCALE: NOT TO SCALE DATE: 6/5/2009 SIMPSON LSTA - 20 GAUGE / RIDGE STRAP - ALL ROOF RAFTERS / // / ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE HURRICANE CLIP USE SIMPSON H3 HURRICANE CLIP TYPICAL (2) SIMPSON H2 I~UR~ICANE -- RAFTER TO STUD - TYPICAL OF ALI RAFTERS 5 - 8d NAILS EACH END PROVIDE 8d COMMON NAILS @ 3" C.C. AT EXTERIOR EDGE OF ALL SHEATHING APA RATED EXTEND TO TOP OF TOP PLATE 2X6 @ PLATE STUDS MST37 METAL STRAP @JACK POST CS20 @ STUDS W/10-Sd NAILS @ 1"O.C.' EACH END-TYE SHEATHING TO OVERLAP BOX BEAM - TOP & BOTTOM 4 - Bd (4 - 4d NAILS) AROUND SILL PLATE AT ANCHOR BOLT 2-#5REBAR SEE FOUNDATION DWG. FOR DESIGN CS20 1/4" WIDE - 20 GAUGE METAL STRAP @ 48" O.C ' TO SiLL PLATE Bd NAILS @ 4" C.C. ACQ TREATED "X12"A.B. @ 36"O.C. W/FENDER WASHER ,,.SECTION ELEVATION HOLD DOWN & SHEAR CONNECTION CRITICAL PATH STRAP @JACK POST CS20 @ STUDS W/10-Sd NAILS @ 1"O.C. EACH END-TYR TYPICAL CS2O 1 1/4" WIDE - 20 GAUGE METAL STRAP @ 48" OJ MAXIMUM (4) 1" DIA,~'~- / ~ TRIPLE STUD BOLTS% 2 16d COMMON /- ,~L~ ®~"o o SECOND FLOOR SHEARWALL HOLDDOWN TRIPLE 16d COMMON @6"0.0. FOR FULL HEIGHT OF STUD -(4) 1" DIA BOLTS SIMPSON HD - 14A DOWN -1" DIA BOLT X N ) 16d COMMON AILS @ 6" C.C. FOR FULL HEIGH3 ~OF STUD TRIPLE .: FIRST FLOOR SHEARWALL HOLDDOWN NOTES REFERENCE STRUCTURAL SKETCHES AND CALCULATIONS ATTACHED I g~i 1t4"[ (4) 314" BIA A-325X BOLTS 1 TYPICAL STEEL BEAM TO STEEL COLUMN CONNECTION DETAIL WOOD COLUMN BEAM HANGER WOOD BEAM SIMPSON HUCQ FACE MOUNT HANGER W/SDS SCREWS AT WOOD BEAM TO WOOD COLUMN CONNECTION USE: 210-2 @ 3" MEMBER IUT410 @ 3 1/2" MEMBER U3510 @ 4 1/2" MEMBER U610 @ 5 1/4 MEMBER 2 ~YPI,,,CAL WOOID BEAM TO WOOD COLUMN CONNECTION DETAIL 'fHOMA8 D. FtEgJ.Y, P,E. ~4 Bezel Lane . ~,'-~.~ 8mithtown, N.Y. 11787 "-.(631)724-7888 [Topper Single Family Residence 1 ~"°' 3605 Camp Mineola RDad Mattltuck, NY 11952 11TLE= TYPICAL STRUCTURAL DETAILS SCALE: NOT TO SCALE DATE: 6/5/2009 DATE: SUBMI~81ON: 4/6/2009 BID SET @5@009 BLDG, DEP~ SET SO02 470 UNION AVE BROOKLYN, NY 11211 T 718 21l II101 F 718 218 BI15 EX'G DRIVEWAY ~', '", i '"..'."-.. ; ," ....... DEMO DRIVEWAY / -- ~. ~. x ~ I I PLEASE NOTE LOCATION OF ANY MAJOR EXISTING TREES PORTION OF THE PROPERTY PLAIN WHICH WILL REMAIN ON THIS EX'G ADJACENT PROPERTY NO PROPOSED WORK 1 SITE DEMOLITION PLAN NOTES 3. 4. ALL DEMOLITION TO BE COMPLETED IN COMPLIANCE WITH BUILDING DEPARTMENT, HEALTH DEPARTMENT AND ALL OTHER LOCAL CODE REQUIREMENTS. REMOVE, PROTECT AND STORE ALL ITEMS MARKED "SALVAGE" ON SITE, COVER TO PROTECT FROM WATER DAMAGE UNTIL NEEDED. G.C. TO COORD. ALL LIPA, ELECTRICAL, AND ALL OTHER UTILITY CUTOFFS AND TEMP. ELECTRICAL HOOKUPS AS REQUIRED, AND COORD. RE-INSTALLATION OF SERVICE TO THE NEW CONSTRUCTION. G.C. TO COORD. CUTOFF OF WATER, AND EXCAVATION OF EX'G SEPTIC PER HEALTH DEPARTMENT REQUIREMENTS. G.C. TO PROTECT ALL TREES AND LANDSCAPING AS MARKED ON SITE TO REMAIN FROM DRAINAGE FOR THE DURATION OF CONSTRUCTION. G.C. TO MAINTAIN THE SITE IN A SAFE, NEAT AND ORGANIZED MANNER FOR THE DURATION OF THE JOB. ONE COMPLETE RECORD SET OF DRAWINGS, ALL SUBMITTAL COPIES AND ALL PERMITS TO BE MAINTAINED ON-SITE AND PROTECTED FOR REFERENCE AND PROJECT ADMINISTRATION. DRIVEWAY RUNOFF WILL SE RETAINED. RUNOFF COEFFICIENT OF .06 MINIMUM 2 SITE PLAN IADJACENT GARAGE ~1 EX'G PLOT CON~ TO "PRIVATE RD" 32'-0" 66'-0" 73'-2" NEW LANDSCAPING LOC, OF GAS & ELEC, METERS EX'G DRIVEWAY EX'G TREES TO / REMAIN, TYP NEW CRUSHED STONE PARKING CONC, PAD FOR, ~ SEPTIC FIELD co GARAGE (SEE SURVEY) FAMILY RESIDENCE Il TRAN NEW PRIVACY FENCE W/GATE NEW HEDGEROW NEW HEDGEROW NEW POLE NEW PRIVACY FENCE @ PROR LINE EX~G OVERHEAD POWER LINE TO BE RELOCATED EX'G POLE TO BE REMOVED ADJACENT RESIDENCE ADJACENT RESIDENCE 66' tO PROP. LINE I NEW HEDGEROW ADJACENT RESJE J Topper S Residence I · DATE: SUBMIS~ON: Ingle Family 4/6/2009 BID SET 3605 Camp Mineola Road ~ 6/5/2009 BLDG. DEPT. SET Mattituck, NY 11952 TITLE: DEMOLITION & PROPOSED SITE PLANS SCALE: 1/20"=1'-0'~ DATE: 6/5/2009 4~0 UNION AVE BROOKLYN, NY 11211 T 7111218 8101 F 71B 211 8115 iSP01 GENERAL NOTES LOCATION 1. 'rile drawlnge and epe~lflcatlone are c~mpllmenta~y; what is required by either is included in the Contract. It is the intent of the drawings and specifications to include all labor, materials, shoring, protection, and other items that are necessary, to produce the work described in a safe, complete, correct, and finished manner. 2. The work shall be done in compliance with all applicable Oily, State, and Federal construction and safety regulations, and in compliance with all utilities. All trades to be licensed and insured. 3. The warranty period shall be one year from the date of substantial complefion, and shall cover all new work. All repairs or corrections made during this period shall be made in a timely manner, and without cost to the owner. 4. All Work Copyright David Bers 2009 5. The contractor shall examine site and verify all dimensions and conditions on the site and be reponsible for same. In case of dlscrepency conflict or doubt, notify architect in sufficient time to resolve issue before proceeding with work in question. 6. Do not scale drawings. 7. All items and hardware to be installed and supplied by B.C. 8. B.C. to provide samples of all finishes for approval by Architect prior to fabrication. Shop drawings to be submitted to Architect for all millwork for approval prior to fabrication. 9. Submittats: a. Cabinet/Millwork Shop Drawings b. Finish Samples c. Hardware Alternates (if applicable) d. HVAC Shop Drawing and Equipment Cuts e. Appliance & Plumbing Cuts f. Exterior Windows & Doors g. Interior Doore h. Lighting Fixtures 10. Appliances by owner to be installed by B.C. Lighling fixtures where noted 'By Owner' to be installed by B.C.B.C. to provide delivery of al~ items including all appliances and fixtures from curb. 11. B.C. to coordinate with work of audio consultant contracted by owner ARCHITECTURAL GENERAL NOTES 1 ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAYS STRENGTH OF 3000 PSI. 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE ¢Y2 OR BE%rER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS. EXCEPT AS NOTED ON DRAWING 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF ONE (1) TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS 9.0 AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINGS. 8, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOOR, WINDOWS AND DECKS, ETC, 10. DO NOT SCALE DRAWINGS 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGiNEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJEC1~ FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FRAMING NOTES 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER 13 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY HEALTH DEPT. 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANCES PRIOR TO AND DURING CONSTRUCTION. t 9, ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS, 17 ALL STRUCTURAL STEEL TO BE ATM A36 WITH ONE COAT EPOXY PAIN~ ALL FASTENERS TO SE AST~I A-325 BOLTS. 3/4" DIAMETER. 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT TH:- ~NGINEER AND OWNER. 19. DO NOT BACKFILL AGAINST FOUNDATIGN WALLS ~JNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT(IF APPLICABLE). POSITION NEAR ENTRY FROM HOUSE TO A%rACHED GARAGE AREA. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE. 22, ANY ALTERATION, REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED AND INTERCONNECTED SMOKE ALARMS, 23. THE NYS CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 24. GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED EXPOSURE 1 5/8" MIN. THICKNESS OR AS NOTED. 3, ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR EXPOSED 3/4' MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6~-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE UPRIGHTS, ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED @ 8'-0" MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS ETC.) OR AS NOTED ON DRAWINGS. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. 9 NAILING SCHEDULE SHALL BE AS PER THE NYS BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10d NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED 10 PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4" C.C. EXTERIOR EDGES AND 6d @ 12" C.C. INTERMEDIATE. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING TO BE SUBMI3q'ED BY GC FOR APPROVAL BY ARCHITECT. 12 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS WY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE JOIST TO GIRDER CONNECTIONS. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS WEB BEARING POINTS AT A MIN. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQ~D AT FLOOR PERIMETERS, HANDLING, STORAGE & ERECTION OF COMPONENTS SHALL BE AS PER MANUF'S RECOMMENDATIONS 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA GALVANIZED MACHINE BOLTS @ 12" CC DESIGN CRITERIA GROUND SNOW LOAD = 20 PSF FIRST LEVEL = 40 PSF L.L. LIVING AREAS = 40 PSF L.L BEDROOMS = 30 PSF L.L. WIND SPEED = 120 MPH (YES) SEISMIC DESIGN CATEGORY = 8 WEATHERING SEVERE FROST LINE DEPTH = 38" TERMITE = MODERATE TO HEAVY DECAY = SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE, ENGINEERING DESING METHOD MATERIAL NOTES EXTERIOR MATERIALS Western red cedar 1 x6 T&G and S4S trim primed and painted CeRa~nteed XT25/seal king 25 traditional 3-tab shingles: Forest Green Berger dr~p edges & galv. metal roof flashing and gutters ~ealed Concrete Garage Slab DOOR & WINDOW TYPE Loewen Metal Clad Windows with 3 1/4" tnm and galv. itl flashing Renlita Overhead Garage Door wdh T&G vett. cedar, primed & painted Republic Solid Core Steel Service Door, painted Barn Door Hardware DI SEPTIC NOTE There are no additional bedrooms being added to the capacity and therefore no need to increase capacity of Septic System. EGRESS REQUIREMENTS All exterior doers are 3'-0" wide door. CONSTRUCTION LEGEND NEW CONSTRUCTION ELEVATION MARKER SECTION MARKER {:^XXX ? DETAIL MARKER (~) DOOR NUMBER <~) WINDOW NUMBER ] CABINET NUMBER <~ PARTITION TYPE ~ FINISH TYPE ROOM FINISH ~ DUPLEX WALL OUTLET ~n DUPLEX WALL OUTLET ~u~ ES SINGLE DEDICATED OUTLET =~ QUAD OUTLET ~ DUPLEX FLOOR OUTLET ~ TELEPHONE ~ CATV (~ SPEAKER -~ LIGHT SWITCH -~¢ J-WAY LIGHT SWITCH ~ OVERHEAD LIGHT FIXTURE · ~ WALL MOUNTED FIXTURE EXHAUST FAN [] DOOR MOUNTED SWITCH (~ SMOKE & CO2 DETECTOR CEILING FAN DRAWING LIST G001 TITLE SHEET SP01 SITE PLAN (SEE MAIN HOUSE PACKAGE) G101 FLOOR PLANS & FRAMING PLANS G201 BUILDING ELEVATIONS, SECTION & DETAILS ABBREVIATIONS 1X One-inch nominal t h~ckness KIT Kitchen 2X Two-inch nominal t hlckness LAV Lsvator~ @ At LGT L~ght ABV Above LH Left Hand AC A~y Cond~ftonmg LTG L'~g~hftng ADJ Ad acent, Adjustable MATL Matenal AFF Above Finish F ocr MAX Maximum ALT Alternate MECH Mechanical ALUM Aluminum MFR Manulacturer(~s) ANCH Anchor MIN Mimmum APPROX Approximate MISC Miscellaneous AVG Average MTL Metal aD Board (or Bead, ~f apphcable) MTD Mounted BTWN Se[ween MTG Mounhng BLDG Building N Norih BLKG Blockln NIC Not in Contract ZONING DISTRICT:. HEIGHT:. OCCUPANCY: SQUARE FOOTAGE: FIRST FLOOR (GARAGE): TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1000-123-6-13 TWO STORY WOOD FRAME ACCESSORY STRUCTURE RESIDENTIAL 410 SF 290 SF 700 SF CONTACTS Divld Be~ Ar~hlt~tum Pro sct Architect: David Bors Prolect Manage Christopher Pelt 470 Un,on Ave S forefront Brooklyn, NY 11211 P: 718,218.8101 F: 718.218.8115 david @ davidbers.com chris@dawdbers.com Client Lewis Topper 220 East 65th Street Apt 19G NewYork, NY 10065 O: 718,299.1113 C: 718.288.2711 queensrol @aol.com Cllant Representative Charles Cuddy, At[ny PO Box 1547 Riverheed, NY 11901 P: 631.369.8200 charles.cuddy@verizon.net Stmotuml Engineer Thomas D~ Redly, P.E, 4 Bezel Lane Smithtown, NY 11787 P; 631.724.7888 F: 631.724.5740 tdrpe@optonline.net James Schamus 81 Ridge Road Ssuthampton, NY 11968 P:631.283.5275 jamesschamus@comcast.net John C. Ehlers Land Surveyor 6 East Main St. Riverhead, NY 11901 O: 718.299.1113 C: 718.288.2711 jesu wey@optonline.net WINDOWS - GLAZED OPENING PROTECTIVE PANELS TO BE PROVIDED FOR ALL GLAZED AREAS BY' A - CLEAR SHIELD HURRICNE + SECURITY PANELS . 831 - 287 5080 B - QU~CKGUARD STORM PANELS 631 - 287 5330 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM 1886 AS NOTED IN NYS RESIDENTIAL CODE. STORM PANEL STEEL BRACKET, FRAME STEEL BRACKET, TWO ON EACH SIDE SCREWEDTOWINDOW FRAME STORM PANEL 3/4" CDX PLYWOOD-- -~ STEEL BRACKET, '~' TWO ON EACH SIDE SCREWED TO WINDOW FRAME *PLYWOOD SHUTFERS AND ALL REQUIRED HARDWARE TO BE STORED ON SITE WINDOW PROTECTION DETAIL DOOR PROTECTION DETAIL Topper Garage 3605 Camp Mlneola Road Matgtuck, NY 11952 TITLE: TLTLE SHEET SCALE: NOT TO SCALE NO. DATE: SLII 1 4/15@009 BID 2 6/5/2009 BL[ DATE: 6~5~2009 Ii GO 8" CONC. SONOTUBE ~ I ! I I I I I I I I J 2X6 TREATED DECK I I I I I I I I I I INDICATES LOC. OF SIMPSON HD-14A -- TIE-DOWN, TYR 8" X 16" BREAK. AWAY FLOOD VENT LOC, 12" FROM T.O. FND (TYp OF 6} 4" REINE CONC. SLAB SLOPED TO GARAGE DROP CONC. FOR SERVICE DOOR 4" PERIMETER DRAIN TJLE IN GRAVEL V'/FILTER FABRIC; DRAIN TO DRYWELL 8"W X 7'-O"H POURED CONC, WALL FORMED 2ONC. FOOTER W/CONC KEYWAY, TYP OF ALL CONC, WALLS, SDD, DRYWELL FOR ROOF DOWNSPOUT & PERIMETER DRAIN / TRENCH DRAIN AT EDGE OF GARAGE SLAB TO PERIMETER DRAIN TILE ~ ~~/~iROPCONC, FOR GARAGE DOOR 1 FOUNDATION PLAN SCALE: 1/4" = 1 '-0" EQ 9'-o 3/4"" WIDE SLIDING BARN DOOR,FoR HARDwSEE NOTES 4,,.~,.1 CANTILEVER ABOVE ~'f ~ KAYAKIiSTORAG E LINE OF STORAG ~ ' LOFT ABOVE ~ARAGE 9"vV X 8'H GARA( R EN LITA FLOATAWA~ E DOOR SERIES 1000 GROUND ,F,,LOOR PLAN SCALE: 1/4" = 1-0 HUBBEL VWGG-150 S MTD, LIGHT PXT 5/4" X 4" MAHOGANY WOOD FRAMING 2) 2)(4 KAYAK SUPPORTS W/1/2" ~TL. ROD CONNECTED TO UNDERSIDE OF FLOOR ABOVE. PROVIDE STL. ANGLES BOLTED TO WALL, KERF WOOD SUPPORT AND THROUGH BOLT TO STL ANGLE HUBBEL VBGG-150 , LIGHT FXT HUBBEL VINGG-150 LIGHT FXT WALL MTD CHICAGO FAUCETS MODEL: 445-DJ13CP WALL MTD STAINLESS STL COLUMBIA SINKS MODEL, 5258 BELOW / PROVIDE CONC, APRON II IT&WITCH IBEL°w r EDGEOFLO~FLOOR I O~EN TO GARAGE I BELOW I I I I LOFT ,P,,,LA,N,, SCALE: 1/4 = 1-0 1212 PITCHED ~ _ ............ _(~_13_x J o_ _wppp_B_E_~_M- _~ _~p~ Z_LO_O_ _R ............... ~ i I! LI~IE OF BR D~ NG II ~ .... ~!! ~ ~' !!~ 18 (4) 2X6 STUDS FULL HGT 2X0 ETUDS @ 16" LOFT ,.F,,RAMING PLAN SCALE, 1/4 = .... ,-,-,--,-,--,-,__,_,,_,__,_ .................. ..... ? ........ lYl -' ! ! ! ! I ! ! , , I I , , . ! ! ! ! ! I I I I I BRIDGING I,_m_J_.l_.L.~.~l 1/2 X 11 7/8 LVL @ GARAGE DOOR $~MPSON SW22XSX§ SINGLE WALL GARAGE PORTAL I I I 5 ROOF FRAMING PLAN SCALE: 1/4" = 1'~0' ,/' NOTES 1. WINDOWS TO BE LOEWEN AWNING AW1 0808 2. SERVICE DOOR TO BE PTD. REPUBLIC SOLID CORE STEEL DOOR TYPE G WITH WIRE SAFETY GLASS PANEL & SCHLAGE SECURITY LOCKSET 3. OVERHEAD DOOR TO BE RENLITA FLOATAWAY SERIES 1000 FRAME WITH 5/4" T&G VERTICAL CEDAR FINISH, PRIMED & PAINTED 4. FLUORESCENT LIGHTING TO BE LIGHTOLIER KD-48-S-2-48HO~120-AWG4W CSP SURFACE MOUNTED T8 FIXTURES WITH WIRE GUARD 5. SLIDING BARN DOOR HARDWARE TO BE MCMASTER-CARR TYPE 304 STAINLESS STEEL 600LB. CAPACITY TRACK FOR LENGTH INDICATED, STYLE 2 HANGERS AND WALL MTD TRACK SUPPORTS SPACED AS REQ'D BY MANUF 6. SLIDING BARN DOOR TO HAVE RICHARDS-WILCOX 0040.00001 FLUSH PULL ON INTERIOR OF DOOR, MTD. 3'-0" AFE MCMASTER-CARR 304 STAINLESS STEEL PADLOCKABLE SLIDE BOLT ON INTERIOR OF DOOR, MTD. 3'-6" AFE SLIDE BOLT IS MTD TO JAMB & STRIKE PLATE IS MTD. TO INTERIOR OF DOOR. 7. DRIP EDGE @ EAVE TO BE BERGER F 5 1/2 OPEN; RAKE TO BE C5; MILL FINISH FOR ALL FLASHING & GALV. STL FOR SLIDING TRACK FLASHING. 8. GUTTER TO BE BERGER 6: HALF-ROUND SINGLE BEAD WITH REGAL SINGLE BEAD FLANGE ROOF STRAP HANGERS. DOWNSPOUT TO BE BERGER 4" PLAIN ROUND.-(-- ALL FINISHES TO BE GALV. STEEL. 9. ALL SWITCHES TO BE LOCATED 40" A.F.F. FINISHED FLOOR DATUM BY THE SERVICE DOOR SILL. 10. ALL MECHANICAL SYSTEMS TO BE LOCATED ABOVE EL. 10'-0" FEMA Topper Garage 3605 Camp Mineola Way Mattltuck, NY 11952 IllUE: PLANS DCALE= 1/4" = 1'-0" DATE: 6/5/2009 NO. DATE: SUBMISSION: 1 411512009 BID SET 2 6/5/2009 BLDG. DEPT. SET 47~1 UNION &VE )G101 k~TL DRIP EDGE AT RAKES & EAVES, TYP - ASPHALT SHINGLE ROOF & EXTERIOR WALLS · BERGER GALV, MTL HALF-ROUNDEAVEMTD. GU3~ER, SLOpED TO--- DOWNSPOUT PRIMED & PTD, CEDAR TRIM PRIMED & pTD. 3/4" X 6" T&G CEDAR GARAGE RENLITA FRAME CONC. FOUNDATION BERGER GALS MTL DOWNSPOUT TO ~ DRY'ELL PROVIDE CONC APRON FOR TRANSITION TO [~RAVEL DRIVE NORTH EXTERIOR ELEVATION SCALE: 1/4" = 1 '-0" FLASHING TO EX~END MIN, 6" OVER TOP OF RCOF PEAK / /~ NOTE: SHEATHING NOT SHOWN / TO CLARIFY STRUCT. SEE 4/G201 · ~ 1FOR FINISH iNFO AT ROOF L ~ 10d NAILS @ § ER ,PP'NG MEMBEBS MTL DRIP EDGE 1)(2 PRIMED & PRIMED & PTD T&G CEDAR -- DECKING ON BOTTOM ·, 2X6 @ 16" O,C Wi SIMPSON -- L30 EACH SIDE 2X4 LEDGER WI 112" CIA LAG BOLTS ~ 16" O,C 5/4" X 4" MAHOGANY TREATED FRAMING ~ GRADE +7'-0" 16" O C AEPHALT SHINGLE ROOF & DOOR ASPHALT SHINGLES VN 1201 -r--T WEST EX,T,,,E, RIOR ELEVATION SCALE: 1/4" = 1-0 ROOFBEAM ASPHALT SHINGLE ROOF OVER 3C~FELTROOF~NG PAPER ICE SHEILD UNDERLAYMENT REQ'D FOR 24" BERGER GALV MTL HALF-ROUND EAVE MTD. GN3TER, SLOPED TO DOWNSPOUT 9'W X 8'H GARAGE DOOR RENLITA F/OATAWAY SERIES 1000 SHOWN (OPP, SIDE SIM,) GAIRAGE 4,125:12 SLOPE SEALED 4" CONC GARAGE FLOOR SLAB SLOPED TO PROVIDE D RIVEWA'i~ SEE SITE pLANS TRENCH DRAIN AT 4" PERF PERIMETER DRAIN IN GRAVEL BED. PROTECT TOP W/FILTER FABRIC, DRAIN TO DRY WELL BUILDI,,NG, ECTION SCALE 1/4 = 1-0 GALV MTLFLASHING CON'T OVER TRACK, BLOCKAS REQ'D CROWNEINDUSTRIALSLIDING BARN DOORTRACK&HARDWARE ASPHALT SHINGLF ROOFING -- 2X10 ROOF RAFTERS WI BA3T INSUL -- ~-LOFT BREAKAWAY FLOOD VENT (2) 2~4 KAYAK SUPPORTS WI 1/2" STL ROD CONNECTED TO UNDERSIDE OF FLOOR ABOVE PROVIDE STL ANGLES BOLTED KERF WD SUPPORT & THRU-BOLT TO STL ANGLE TREADED 2×6 LEDGE POWER ACTUATED TO FND FOR DECK SUpFOflT 5/4" X 4" MAHOGANY WOOD DECKING ON TREATED FRAMING TREATED ] I JOIST HANGERS 8" CONC. DECK LJ SUPPORT GALV MTL FLASHING @ SLIDING DOOR TRACK ~.~ LINE OF OPENING ~ EQ {IN CLOSED POS } B,.2" OPENING EQ (IN CLOSED POS PRIMED & PTD T&G CEDAR SLIDING ACCESS DOOR W/2X CEDAR FRAME & CROSS BRACE 12:12 SLOPE ROOF OVER ON TOP & SIDES MTL. DRIP EDGE AT RAKES & EAVES, TYp ~ CONC FOUNDATION SOUTH EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" PRIMED & PTD T&G VERT, CEDAR SLIDING PROVIDE WEATHERSEAL SWEEPS AT TOR BOTTOM & SIDES OF DOOR 2) BOLTED STL ANGLE ~RACK GUIDE, KERF DOOR TO RECEIVE PRIMED & PTD BANDBOARD PRIMED & PTD PRIMED & PTD, T&G CEDAR DECKING ON -- BOTTOM 12) 2X4 KAYAK SUPPORTS W/ 1/~,r S~ ROD CONNECTED TO UNDERSIDE OF FLOOR ABOVE 5/4" X 4" MAHCGANY WOOD DECKING ON TREATED FRAMING FLASHING TO EXTEND MIN. 6" OVER TOP OF ROOF PEAK 4.125.12 SLOPE ? ASPHALT SHINGLE ROOF & EXTERIOR WALLS MTL DRIP EDGE AT RAKES & EAVES, TYp EAST ,XTERIOR ELEVATION ~ DRIP EDGE 1X PTD & PRIMED RSC ~ EAVE BOARD GALV, MTL HALF-ROUND EAVE MTD GUTTER, SLOPED TO DOWNSFOUT GALV MTL DOWNSPOUT TO DRYWELL CONC, GRADE, +7'~3" PROVIDE CONC, APRON FOR TRANSITION TO GRAVEL ASPHALT SHINGLE ROOFING -- 3/4" PLYWD ROOF SHEATHING W/3Of ROOF FELT OVER ICE SHEILD UNDERLAYMENT 6 EXTE,,R, DETAILS SCALE' 1 = 1 -~ GALV MTL FLASHING CON'T OVER TRACK, BLOCK AS REG'D SLIDING BARN DOOR ' ~' TRACK & HARDWARE '-.. ASPHALT SHINGLE ~ GALV. MTL FLASHING W/DRIP EDGE HANGER BOLTED TO STL ANGLE @ DOOR HEAD (2) 2X FRAME WI 3/4" T&G CEDAR VERT. PRIME & pTD, SLIDING DOOR SWEEp; 3/4" PLYWOOD DECKING RSC CEDAR TRIM PRIME & PTD SLIDING DOOR SWEEP, BLACK CON'T RSC CEDAR BANDBOARD @ EDGE 2X10 PERIM BEAM '~ 2"X2" STL. ANGLE BOLTED TO 3"X3" ~' STL ANGLE BOLTED TO STRUDT, Topper Boathouse 1111.E: BUILDING ELEVATIONS SCALE: 1/4" = 1'-0" DAI~: 6/5/2009 NO. DATE: SUBMISSION: 1 4/15/2009 BID SET 2 6/5/2009 BLDG, DEPT. SET ] G201 12" DIA. CONC. PIER, TYP -- INDICATES SIMPSON (TYP OF 17) 1 FOUNDATION PLAN 1/4" = 1 "0" I I 4" PERF, DRAIN IN SAND OR GRAVEL BED W/ FILTER FABRIC @ EX~ BASE OF PERIM. CONC. -- WALLS. SEE WALL SECTIONS FOR MORE INFO 64'-0" DRY'NELL FOR 12" DIA. CONC, PIER, TYP 8"H X 16"W BREAKAWAY VENT LOC. MIN. 12~' ABOVE EXTERIOR GRADE, TYP HATCH ABOVE 8"W X 6'-6"H POURED CONC, WALL FORMED ON TOP OF CONC. FOOTER W/CONC KEYWAY. TYP OF ALL CONC. WALLS, SDD. 20~.8,' 12" DIA. CONC. ~ HER, TYP -- '~ ~ ~8~' ~*ONC. SHEAR WALL 8TRUCT. I -- CONNECTED T, WALL, ABOVE PROVIDE 8"X16" OPENING IN CONC. -- ~, ~__ SAND OR GRAVEL FILL ;- AT PORCH FND OVER VAPOR BARRIER _J DRYWELL FOR -- ROOF DOWNSPOUT 4" REINF. CONC. SLAB SLOPED TO BREAK-AWAY VENTS OR DRAINS, SDD. PROVIDE SAND FILL & VAPOR BARRIER. 8" CONC. STEM WALL BTRUCT. CONNECTED TO WOOD SHEAR _/ WALL ABOVE, SSD. .......................... J ................... () 16" REINF. CONC. 0 o o AT ALL PORCH AREAS 13'-9" ) CONC. PIER, TYP NOTES STRUCTURAL INFORMATION INCLUDED IN ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR ALL SIZES, REINFORCING AND CONNECTION DETAILS OF STRUCTURAL MEMBERS. FEMA BREAKAWAY VENTS BASED ON CALCULATION OF 1 SQ IN OPENING FOR I SQFT AREA. NUMBER OF VENTS REQUIRED IS 10; NUMBER OF VENTS PROVIDED IS 11. SEE STRUCTURAL DRAWINGS FOR MORE INFO ON TIE-DOWNS, ANCHOR BOLTS AND HURRICANE STRAPS 2X10 TREATED JOIST; RSCWD STAIR W/ WD-2TREADS-- SHEAR WALLABOVE TYP INDICATES SIMPSON HD-14A TIE-DOWN LOC. -- (TYP OF 17) , FIRST FLOOR FRAMING PLAN 114" = 1 '-0" 2X10 TREATED JOISTS RSC STRUCT ~/T&G DECKING OVER, TYP CFALL EXT, CECKS RSC WD STAIR W/ WD-2 TREADS -- SHEAR WALL ABOVE PROVIDE SUPPORT FOR ~'~T -- BTAIR EE^M -r--"r "~'--'r "-]. ...... ~_~~- ..... .... i " CRWL IIACCESS !J ~' iii RATCH I J! ! ~ n---F--F3~ i i=~ ! !! , , ! , , TREATED FLOOR STRUCT. AT SCREEN PORCH W/WD-2 T&G DECKING OVER Ii 2xl 0 TREATED JOISTS@ 16" c.c. ALL FIRST FLOOR TO BE 3/4" 3/4" T&G W-1 OVER, U.O.N, ii ii,ii ~ Niim ' ' i i ~ i i~i i !I F RST FLOOR SUPP~ 2"M'N,NSUL,® i i ~i i !111111111 II i ii DBL 2x10 TREATED ~ I 2x10 TREATED JOISTS@ 16" C.C. 6x6 RSC WD. -- COL, TYP RSC JOISTS WHERE VISIBLE HSS 5 X 5 X 1/2" ~i .... ........ j! II ii 2x10 TREATED JOISTS @ 16" c.c. ii HSS 5 X 5 X 1/2" -- COLUMN i BEAM, TYP OF 3 -- STAIR FOR E"N(}INEEF~--D C:[ EAN FllH_: ~_Conedlk%RELLY' P,E j ~/~4 Bezel La~e 8mithtown, N.Y. 11787 (631)724-7888 Topper Single Family Residence 3605 Camp Mineola Road Matt tuck, NY 11952 1~11.E: FOUNDATION & FIRST FRAMING PLANS DATE: 6/5/2009 DATE: SUBMISSION: 41612009 BID SET 6/5/2009 BLDG. DEPT. SET iA110