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Home My WebLink About34210-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33724 Date: 05/20/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1355 SHORE DR GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 47 Block 2 Lot 27 Sul~ivision Filed Map No. __ LOt No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 8, 2008 pursuant to which Building Permit No. 34210-Z dated OCTOBER 8, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH SCREENED PORCH, COVERED PORCHES WITH HOT TUB AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to YASMINE D ~/~AVI of the aforesaid building. ( OWNER ) SUFFOLK CO~ DEPAR~T OF ~J~TH ~PRO~AL R10-04-0041 o5/08/09 ELECTRICAL CERTIFICATE NO. PLUMBERS c~TIFICATION DA'r~u 2092564 07/30/07 09/21/07 BURT'S RELI~LE ~ ~o~zed~ignat ure Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUt This application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: 1. . ' "winl: 8LOG. DEPT. TOWN OF SOUTHOLD Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. ,Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $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 New Construction: Location of Property: Date. Old or Pre-existing Building: House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision ;~,~.4 % ~ X~'~ Permit No. ~ Date of Permit. 2, q,-o, (9ci (check one) Hamlet Block O00~ Lot O~ Filed Map. Lot: Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ '~. ~1~ Final Certificate: Underwriters Approval: (check one) Applicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PECONIC ELECTRIC CORP EVAN AKSELRAD P.O. BOX 1258 1355 SHORE DR. QUOGUE, NY 11952, GREENPORT, NY 11944 Located at 1355 SHORE DR. GREENPORT, NY 11944 Application Number: 2092564 Certificate Number: 2092564 Section: 47 Block: 2 Lot: 27 Building Permit: 31314 BDC: NS37 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th Day of July, 200?. Name QTY Rathe Rating Circuit Type Alarm and Emergency Equipment Generator Permanent lnstallati I 0 60a Transfer Switch 1 0 100a Sensor 2 0 Carbon Monoxide Appliances and Accessories Air Conditioner I 0 48.000 BTU Air Conditioner I 0 42 BTU Furnace I 0 Oil Cooking Deck 1 0 40 Amps Oven 1 0 40 Amps Exhaust Fan 2 0 F.H.P. Dish Washer 1 0 1.2 KW Steam Unit/Sauna 1 0 40 Amps Hydro Massage Tub (Therapeutic) 1 0 I 0 Time Clock/Switch Pool/Spa Bonding 1 0 Panels seal 1 30 3 Continued on Next Page 1 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PECONIC ELECTRIC CORP EVAN AKSELRAD P.O. BOX 1258 1355 SHORE DR. QUOGUE, NY 11952, GREENPORT, NY 11944 1355 SHORE DR. GREENPORT, NY 11944 Located at Application Number: 2092564 Certificate Number: 2092564 Section: 47 Block: 2 Lot: 27 Building Permit: 31314 BDC: NS37 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th Day of Jut),, :2007. Name QTY Rate Rating Circuit Type Wiring and Devices Outlet 86 0 Fixture Fixture 79 0 Incandescent Fixture 7 0 Flourescent Outlet 97 0 General Purpose Receptacle 59 0 General Purpose Switch 29 0 General Purpose Dimmers 23 0 Disconnect 2 0 60a Air Conditioner Receptacle 1 0 20a Laundry Receptacle 1 0 30a Dryer Paddle Fan 5 0 GFCI Circuit Breaker 4 0 Receptacle 9 0 GFCI Fixture 2 0 Pool/Spa Receptacle I 0 20a Pool/Spa Switch I 0 Pool/Spa seal Receptacle I 0 General Purpose Continued on Next Page 2 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PECONIC ELECTRIC CORP EVAN AKSELRAD P.O. BOX 1258 1355 SHORE DR. QUOGUE, NY 11952, GREENPORT, NY 11944 1355 SHORE DR. GREENPORT, NY 11944 Located at Application Number: 2092564 Certificate Number: 2092564 Section: 47 Block: 2 Lot,, 27 Building Permit: 31314 BDC: NS37 Described as a Residential 3000-4000 square fl occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th Day of Jul),,200?. Name QTY Rat__~e RatinA Circuit Type Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: I 200 cb Meters: 1 (Swimming Pool): This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. seal 3 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ,~ c',~'~ ~-tall, 53095 Mai,~ qJ3d P O Bo> 1 /79 Fax (5',0 76~, .;: OFFICE OF 'THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3151L31 Owner: ~q'(,t~ A ~<,~.1~¢I- (please print) Plumber: ~)t)r~r¢ ¢~6,~;~xbL~ Ir~f.. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumbers signature) Sworn to before me this 0~1s* day of ,~94~bO" 2ooq Notary Public, ~),.) -¢r(~ t ~ County James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0401C Date February 9, 2009 THIS CERTIFIES that the two-story dwelling, deck, attached garage, pervious driveway, sanitary system, drywells & gutters, and 25'X 100' non-turf buffer area with 6" high concrete retaining wall At 1355 Shore Dr., Greenport Suffolk County Tax Map #47-2-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/31/04 pursuant to which Trustees Wetland Permit #5904 Dated 4/21/04 was issued and Amended on 3/22/06 ,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 a two-story dwelling, deck, attached garage, pervious driveway, sanitary system, drywells & gutters and 25'X 100' non-turf buffer area with 6" high concrete retaining wall. The certificate is issued to EVAN AKSELRAD owner of the aforesaid property. Authorized Signature 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. 34210 Z Date OCTOBER 8, 2008 Permission is hereby granted to: YASMINE ANAVI & EVAN AKSELP~AD 16 JAY STREET FL 3 NEW YORK,NY 10013 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA,TRUSTEES & DEC AS APPLIED FOR.REPLACES EXPIRED BP # 31314 at premises located at 1355 SHORE DR County Tax Map No. 473889 Section 047 pursuant to application dated OCTOBER Building Inspector to expire on APRIL GREENPORT Fee $ 1,404.00 Block 0002 Lot No. 027 8, 2008 and approved by the ~~°ri~ze~~e~ ORIGINAL Rev. 5/8/02 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. 3~4 Z Date JULY 28, 2005 Permission is hereby granted to: EDMOND & SUZANNE THOMAS 41 KNOLLWOOD DRIVE TINTON FALLS,NJ 07724 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES ~ND DEC AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 047 pursuant to application dated JULY Building Inspector to e~ire on JAiqUARY Fee $ 1,404.00 1355 SHORE DR GREENPORT Block 0002 Lot No. 027 13, 2005 and approved by the 28, 2007. ORIGINAL Rev. 5/8/02 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. 31314 Z Date JULY 19, 2005 Permission is hereby granted to: EDMOND & SUZANNE THOMAS 41 KNOLLWOOD DRIVE TINTON FALLS,NJ 07724 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES AND DEC AS APPLIED FOR at premises located at 1355 SHORE DR GREENPORT County Tax Map No. 473889 Section 047 Block 0002 Lot No. 027 pursuant to application dated JULY 13, 2005 and approved by the Building Fee $ Inspector to expire on JAIqUARY 1,404.00 19, 2007 . ORIGINAL Rev. 5/8/02 TO: FORM NO. 3 TOWN OFSOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Catherine Mesiano (A/C Thomas/Anavi/Akselrad) 12 Mill Pond Lane East Moriches, NY 11940 DATE: April 12, 2004 AMENDED: August 2, 2004 Please take notice that your application dated April 1, 2004 For permit to construct a new single family dwelling at Location of property 1355 Shore Drive, Greenport, NY County Tax Map No. 1000 - Section 47 Block2 Is returned herewith and disapproved on the following grounds: Lot 27 The proposed construction, on this non-conforming 14,984 square foot parcel, located within the Residential R-40 District, is not permitted pursuant to Article XXIII Section 100-239.4B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." Following the proposed construction, the single-family dwelling will be setback +/- 43.7 feet from the Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. This Notice of Disapproval was amended on August 2, 2004, to remove reference to merger, based on additional information supplied to this office. Cc: File, ZBA APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road RO. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 7, 2004 I 0 ZB Ref. 5590 - EVAN AKSELRAD Property Location: 1355 Shore Drive, Greenport; CTM 47-2-27 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 the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 13,262 sq. ft. parcel has 100 ft. along the south side of Shore Drive, and average lot depth of 130 feet. The property is vacant, and a wood bulkhead borders the southern end of the property along Pipes Cove. BASIS OF APPLICATION: Building Department's April 12, 2004 Notice of Disapproval, amended August 2, 2004, citing Section 100-244B, in its denial of a building permit to construct a new single- family dwelling, for the reason that the setback is less than 75 feet from the bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 14, 2004 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 VARIANCE RELIEF REQUESTED: The applicant is proposing a new dwelling. In the original submission, a variance was requested for a 62' by 30' size, plus front porch and two decks, as shown on the February 19, 2004 survey prepared by Fox Land Surveying, amended April 7, 2004. The closest setback to the bulkhead in the original submission notes a proposed distance of 43.7 feet. ADDITIONAL INFORMATION: During the September 14, 2004 public hearing, the applicant's agent was requested to increase the setback for a possible alternative plan that would be more conforming to the code's bulkhead setback requirement of 75 feet. On 9/23/04 the applicant submitted a revised plan for the new dwelling, with a reduction in the size of the rear deck to 10 feet, increasing the setback to 46.2 feet from the bulkhead, shown on the survey prepared by Fox Land Surveying, amended September 15, 2004. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 - October 7, 2004 ZBA Ref 5590 - Evan Akselrad CTM Id: 47-2-27 1. Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Board in its reviews observed the existing homes in the area for similar setback distances. The community as a whole is made up of 19 lots along Shore Road, 17 of which are improved with dwellings. Most appear from the road to be closer than the 75 fl. code requirement. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot contains a maximum depth between the street and the bulkhead of 131 feet along the west side, and a total lot size of 13,262 square feet. Pipes Cove and a bulkhead border the southerly end of the property. The code requires a minimum 35 ft. front setback along Shore Drive on the northern end, leaving 20 feet, or less, for a dwelling plan. 3. The variance granted herein is substantial because the code-required minimum from the bulkhead is 75 feet, and this is a 38.4% reduction from that requirement. 4. The difficulty was not self-created, in that the applicant has tried to conform to the code requirements, and request a single variance, the setback to the bulkhead. 5. No evidence has been submitted to suggest that a variance in this community of smaller lots improved with single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to DENY the variance applied for, and to GRANT alternate relief, as shown on the survey prepared by Fox Land Surveying, amended September 15, 2004 and elevation diagram dated 9/13/04, prepared by Anchor Consulting. 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 ,Pag'e 3 - October 7, 2004 ZBA Ref 5590 - Evan Akselrad CTM Id: 47-2-27 features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva_(.Chairwoman), Goehringer, Todora, Orlando, and Dinizio. This Resolution was duly adopted (5-0)~)-- ~/,.~ ,,-~,(~\ , Ruth D. Olive. Chairwoman 11/9/04 Approved for Filing Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Cc: File, ZBA Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. 5"-'~ O~ DATE: ISSUED TO EVAX AKSELR AD Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the L~ws of the State of New York 1952; and the Southold Town Ordinance en- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on 2004 , and in consideration of the sum of $ 250.00 paid by Evan A kseh'ad of New Yo~-k N.Y. ~nd ~ubiect fo ~he Terms ~nd Conditions listed on the revere ~[de hereof, ~ ~ of~uthold Tow~ Trudees ~uthorizes ~nd permlfs the following: et~ana~'ermzt to construct a Cwo-story,single-family dwelling, deck,and attached garage,pervious driveway,and sanitary system, all with the condition drywe]ls are installed to contain the roof run-off,a line of hay bales is placed down prior to const. and aiA.asm, m ~cor~ncedepicted ~}ht~% ~[~'~ P~i~8~ ~ ~e orlglnaflng applicaflon. Davld H. Fox lns: dated May 10, IN WITNESS WHEREOF, %e said Board o{ T~sfees ~re- by causes ifs Corporafe Sea[ fo be a~ixed, and fhese presenN fo be subscribed by a maimi~ o{ fhe said Board as o{ fhis daf~. New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX:(631)444-0360 Website: www dec.state ny,us N,J / NPN GENERAl, NOTICE /or Ardcle 25 6,Y}'CRR 661 - Tidal ~l/etlamls December 14, 2004 Catherine Mesiano 12 Mill Pond Lane East Monches, NY 1 I940 Re: Thomas Propert.~ ( Evan Akselrad contract xcndee) 1355 Shore Drive Greenport, NY 11944 SCTM= 1000-47-2-27 DEC= 1-47384~1~ 00007 Dear Applicant: Recently you requested a Letter of Non-Jurisdiction or dctcrmmanon of No Permit Necessary t'rum this Department. in many instances our lack or'jurisdiction or pertaining authority is cleat' Your request falls into this categor). Letters of Non-Jurisdiction never expire as long as the determining feature upon which the decision was based· such as 300' distance from the tidal wetland· presence ol'a ffmctional man-made structure, or elevation contour still exists. Additionally, since the letter of Non-Jurisdiction is always issued tbr property and not to the owner, it is not necessary to translkr the letter to a new owner Certain acnvittes are clearly not within our permitting authorny such as interior renovations· installatiun of a}arm systems, new roof, windows· siding, painting, etc.. and a permit for such activities is necessaw from this Department. Accordingly, your request ~"or a jurisdictional dterm~nat~on will recep,'e no tiartlner consideration fi'oR7 thi,, Department. cc: Aksclrad Thomas Smcercl3. Kendall Klcn ~i1virolllllcnta] Anal}st Building 40--SUNY, Stony Brook, New York 11790-2356 A review has been made of your proposal to: CO{%Z-~fuo~ Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the parcel ~_~ project is: " Greater than 300' from inventoried tidal wetlands. Landward of a substan(iA1 man-made structure ~QF ~u\%~ql greater than 100' in length which was constructed prior to 9/20/77. Landward of the I0' above mean sea level elevation contour on a gradual, natural slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10' in elevation above mean sea level. Therefore, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law). Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the 10' contour or topographic_.crest without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project. Such precautions may include providing adequate work area between the 10' contour or topographic crest and the project (i.e. a 15' to 20' wide construction area) or erection of a temporary fence, barrier, or hay ~ bale berm. Please note that any additional work, described, may require authorization this office if such are contemplated. or modification to by this Department. the project as Please contact Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Deputy Regional ~ermit Administrator TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] I~_~ATION [~]~INAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PE~:i.ATION REMARKS: ~--~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [~']'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,,'; ,i' INSPECTION [ ] F~RE RF. gSTAgT CONS~ UCTm" [ ] F~RE RESL~TAm' pF. NETRA'nON REMARKS: ~---~/~ ~ ~. DATE~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI~ESAFETY INSPECTION [ ] FIRE RESISTANT C?,I~TIIUCTION [/~ FIRE RESISTAI¢I' PENETRATION REMARKS: '~.~.~ ~--~ 67~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I.I.I~ULATION [ ] FRAMING / STRAPPING [./] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION MARKS: [ ] FIRE RESISTANT PENETRATION DATE~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~"~'~-~'~'~' '~~ ~ Evan Akselrad Architect 16 Jay Street, #3 New York, NY 10013 19 Murray Street 4th Floor New York NY 10007-2240 tel. 2122679385 / fax 212267.6795 www anchorconsulting corn ANCHOR CONSULTING architects + engineers 2 o(~ 1 19 Murray Street 4th Floor New York NY 10007 2240 tel 212267.9385 / fax 2122676?95 www anchorconsuitin8 corn ANCHOR CONSULTING architects + engineers i DATE ~ COMMENTS FIELD INSPECTION REPORT ...................................... FOUNDATION (2ND) ~SULATION PER N. Y. STATE ENERGY CODE / / F) n . , ~ ~DITION~COMM~TS TOWN OF SOtlTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD~ NY 11971 TEL: (631) 76~1802 FAX: (630 76.~02 www. northfork.net/Soulhoid/ / BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the follo~'~oafom applying? Board of Health '- .~ PERMIT NO. ~~ 4 sets of Building Plans Plannin~;~ml approval Survey '~ o a. This application MUST be completely fdlad in by typewriter or in ink ami submiltad to the Building Inspector with 3 sets ofplan~> accurate plot plan to scale. Fee according to schedule. ~cas b. Plot plan showing location of lot and of building~ on promises, relationship to adjoining premises or public slreets or , and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this ~pplication, li~ Building ~tor will issue a Building Permit to the applicanL Such a I~it shall be kept on the promises available for inspection liuoughout the work. e. No building shall be occupied or used in whole or in pm for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building p~.'mit shall expire if the work authorized has not commenced within 12 months after the tilt_e_ of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulafiom affecting the property have been enacted in rite inm4.m, the Building Inspector may amhorize, in writing, the extension of thc permit for an addition six months. Thereafter, a new permit shall be ~quired. APPLICATION IS HEREBY MADE to the Building Dcparlment for the issuance of a Building Permit pmsuant to the Building Zone Ordinance of the Town of Sonthold, Suffolk County, New York, and other applicable Laws, Ordln~a~'~,S or Regulations, for the conslruction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinm~,,eS, bllildin5 god~, housing code, and regulations, and to admit ag~.th~eA impe,~orr~s and in building for necessmy inspections. ~~4~_._~ ~.,r.,.J:SJ~natum of app~tn_t or nsple, if ~gnporation) (MaiEng address of applicant) ~ ~ ! ~ Stat~ whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpromises C d d e (As o~ ~ho tax roll or latest deed) If applicant is a co~poration, signature of duly unlfiodzed officer (Name and tide of corporale officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wl3if ch proposed~work will be done: h 55 Home N~ber S~t H~ Co=~T~M~No. 1~0 S~fi~ ~ 7 Block Su~si~ Fii~ ~ No. Lot ~' 7 Lot 3. Nature of work (check which applicable): New Building X Repair Removal Demolition State existing use and occupancy of premises and intended use and occupancy of proposed constm~ion: a. Existing use and occupancy V' 0.. ~A~l- b. Intended use md occupancy ~ ' Addition Alteration giber Work (Description) 4. Estimated Cost Fee 5. ff dwelling, number of dwelling units If garage, numtmr of cars (To be paid on filing Ibis application) Nmnber of dwelling units on each floor 6. If business, commercial or mixed occupancy, specie, nature and extent of each type of use. ~-~ 7. Dimunsions of existing stru'~~: Front Height Numbe~ of St~fies pe _ Dimensions of sa~e with alterations or additions: Front Rear Depth ~t~ight Number of Stodes 8. Dimensiousofentirenewconstmctiori:Front ~ ~-- ' Rear ~ ~.' Height Number of Stodes 9. Size oflot: Front ]tgi0 Rear /O/. Depth 10. Date of Purchase~Name of Former Owner 11. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES__ 14. Names of Owner ofpremises"~O tv~, Address Phone No. Name of Architect J¥~..~& j~ ~-.'D Address Phone No Name of Contractor Address Phone No. NO 15 n. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. pERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. No X 16. Provide survqy, 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 ~ky.~ ~ STATE OF NEW YORK) (_. P~1~t~ t? ~', ~ L~G~ ,& %.'J being duly sworn, deposes and says flint (s)he is the applicant (Name of individual signing conlrac0 above named, -~ (ConlZaoto~, Agent, Corporate Oft[icer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file tiffs application; flint aH statements contained in this application are Uue to fl~ best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S~gnamr¢ of Applicant ANNE W. HILL Notary Public, State of New Yofll No. 01HI6103497 . Qualified in Suffolk County ton)mission Expires Dec. 29,2007 P~mit Number RlOgcheck ComplianCe Certificate Chceked ay/Date New York State Energy Conservation Construction Code REScheck So~ Version 3.6 Release 2 Data tlename: D:~a-05job$\0519kLOAD CALCS\0519-mschack-junc-16-2005.rck COUNTY: Su~lk STATE: Now York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.22 DATE: 06/17/05 DATE OF PLANS: 05-24-2005 PROJECT DESCRIPTION: Building Envelope Energy Complianen Calanlation COMPLIANCE: Passes Maximum UA = 496 Your Home UA = 494 0.4% Better Tlma Code (UA) Gross Glazing Area or Cavity Cont. or Door ~ R-Value R-Value U-Factor Ceiling: Flat Ceiling or Scissor Tress South wall: Wood Frame, 16" o.c. South window: Wood Frame:Double Pane South door:. Solid East wall: Wood Frame, 16" o.c. East window: Wood Frame:Double Pane West wall: Wood Frame, 16" o.¢. West window:. Wood Frame:Double Pane Noah wall: Wood Frame, 16" o.c. North window: Wood Frame:Double Pane North door:. Solid Floor over crawl space: All-Wood Joist/Truss:Over Unconditioned Space 1400 38.0 1.2 41 1040 21.0 1.0 40 324 0.370 120 22 0.370 8 540 21.0 1.0 25 100 0.370 37 430 21.0 1.0 20 82 0.370 30 985 21.0 1.0 46 162 0.370 60 22 0.370 8 1400 21.0 1.0 59 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other celanlations submitted with this permit application. The proposed systems have been dosigned to meet thc Ncw York State Enclgy Conservation Construction Code rcquin:enents. When a Registered Design Prot:ssional has stamped and signed this page' they am attesting that to the best ofhis?ner knowledge, beli~ and pro~ssionsl judgment, such plans or specifications am in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code RESchecf So/wm-e Version 3.6 Release 2 DATE:0~17~5 Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] £ ] Ceilings: 1. Ceiling: Flat Ceiling or Scissor Tress, R-38.0 cavity + R-1.2 continuous insulation Commants: Above-Grade Walls: 1. South wall: Wood Frmne, 16"o.c.,R-21.0cavity+R-1.0continuonsinsulation Comments: 2. East wall: Wood Frame, 16" o.c., R-21.0 cavity + R-I.0 continuous insulation Comments: 3. West wall: Wood Frame, 16" o.¢., R-21.0 cavity + R-I.0 continuous insulation Comments: 4. NoRh wall: Wood Frame, 16" o.c., R-21.0 cavity + R-I.0 continuous insulation Comments: Windows: 1. South window: Wood Frame:Double Pane, U-~tor 0.370 For windows without labeled U-:i~tors, deso'-ibe ~atures: # Panes Frame Type. Thermal Break? [ Commmts: ] Yes [ ] No East window: Wood Frame:Double Pane, Uq~c'tor: 0.370 For windows without labeled U-~tors, describe t~0a~es: # Panes Frame Type Thermal B~&? [ ] Yes [ ] No West window: Wood Frame:Double Pane, U-~s:Rm. 0.370 For windows without labeled U-tractors, describe tntanes: # Pm~es Frmne Type Themmel Bxeak? [ Commmts: ] Yes [ ] No North window: Wood Frame:Double Pane, U-~gtor: 0.370 For windows without labeled U-f~tors, desca'ibe tntures: # Panes Frame Type Thermal Bnnk? [ Comments: ] Yes [ ] No 1. South door. Solid, U-f~ctor: 0.370 Commants: 2. North door. Solid, U-t~ctor: 0,370 Comments: Floors: [ ] 1. Floor over crawl space: All-Wood Joist/Tress:Over Unconditioned Space, R-21.0 cavity + R-1.0 continuous insulation Commits: Air Lenlmge: Joints, penetrations, and ail other such openings in the building envelope thru are sources of air leakage must bo scaled. Recessed lights must be 1) Tyl~ lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" cl~co l'om combustible mato'iais. Ifnon-IC rated, the fixture must be installed with a 3" clearmce f~om insulation. Vapor Retarder:. Requital on the warm-in-winter side of ail non-vented tamed ceilings, walls, md tloon. Materials Idenfifienfion: Mattrials md equipment must be installed in accordance with the manut~at~u~s iustailation instructions. Materiais and equipment must be identified so that compliance can be determined. Manug~on'er n~muals for ail installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-vaiucs and glazing U-t~tors must be clearly m~rked on the building plans or spccitc~ons. Duet Insulation: Supply ducts in unconditioned attias or outside the building must be insulated to R=8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (~xcopt basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not mcluired on return ducts in basemants. Duct Consiruelion: All joints, seams, and connections must be secunty ~stened with welds, gaskets, mastics (adhesives), mcstic-plus-~nbedded-tbric, or tapes. Tapes and mastics must be rated UL 18lA or UL 18lB. Exception: Continuously welded end loeldng-lype longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means br baiancing air and water systems. Tmnpm-ature Conienls: Eac~ dwelling unit has at lcsat one thermostat capable of automatically adjusting the space temperatom set point of the largest anne. Electric Systems: Separate electric metes eie requi~d for each dwelling unit. Fireplaces: Fireplaces must be installed with fight fitting non-combustible fireplace doors. Fireplaces must be provided with a source ofcomloustion air, as required by the Fin:place construction pmvisiuns of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Serviee Water Heating: Water he~ers with vmicai pipe risers must have a heat trap on both the inlet md outle~ unless the water heater has an integral h~at trap or is part of a circulating syst~. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swlmmitlg Pools: All heated swimming pools must have au on/offhcatcr switch ~md n:quirc a covc~ unlcss ovc~ 20% ofth¢ heating mcrgy is ~om non-deplorable sources. Pool pumps rcqui~c a ftme clock. Heating and Cooling Piping Insulation: I-IVAC piping conveying Sulds above 105 °F or chilled fluids below SS OF must be insulated to thc levels in Table 2. Table 1: Minimum Insulation Thickness for Cir~tinting Hot Water l~pes. Insulation Thickness in Inches hv Pine Siza~ Heated Watea' ' ' Circula~in~ Mains and Runol,l~fi ~ Ho to 1" Ho to ! .25' ~ Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 L0 Table 2: Minimum Insulation lhiclmess for FIVAC Ptpm. Fluid Te~ap. Insulation Thidmess in Inches bv Pi~e Siz~ ~ Ran~(F~ 2"R~uta ~ ~2.5"to4" Heating Systems Low Pxessun~T emperature 201-250 1.0 1.5 1.5 2.0 Low T empea'ature 120-200 0.5 1.0 1.0 1.5 Ste~n Condmsate (fir ~ water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Re~igerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Depa~n~at Usc Only) TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~ ,~ ~- - ~ -~ ,, ,, F~E~ OW~E~ . ~ E U aC~. / ~" - ~rq ~ ~e~h S W ~PEOFBUILDING RES. S~S. FL._ ~ 1~ FA~ COMM. CB. MISC. Mkt. Value ~ND IMP. TOTAL DATE REMARKS AGE BUILDING CONDITION N~ NOR~L BELOW ABOVE FA~ Acre Value Per Value ~re Tillable Tillable 2 Tillable 3 ~land ]wampl~d FRONTAGE ON WATER ~rushland FRONTAGE ON ROAD / ~ou~ PI~ DEPTH j)- ~ / BULKH~D rotal DOCK / / V / / / / ? TEST HOLE DATA McDONALD GEO$ClENC£ FEB. 6. 2004 EL=15.0 0.0 DARK BROWN CLAYEY LOAM 1.0 BROWN CLAY EL=3.4 WATER IN BROWN CLAY PROPOSED LOT COVERAGE: HOUSE & GARAGE = 1820 S.F. DECK = 6B4 S.F. SEPI~C TAHK 1000 GAL. EL=5,4 CESSPOOL Survey for: EVAN AKSELRAD & YASMINE D. ANA VI £o~ 18 & I9 "Gree~por~ $1~ores, Sectio~ I" At Creenport Town of $outhold Suffolk County, New York S.C.T.M.: 1000-047.00-02.00-027~000 SCALE: 1 NOTES: 1. AREA = 15,262 S.F. 2, I-- MONUMENT FOUND, ~- = STAKE FOUND. `3. SUBDIVISION MAP 'GREENPORT SHORES, SECTION FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 29, 1950 AS FILE NO. 1759. 4, ZONING USE DISTRICT = R-40 5. 0 YARDS OF FILL REQUIRED 6. THIS PARCEL IS WITHIN FIRM BOUNDARY ZONE AR(EL 8) & ZONE X AS SHOWN ON FIRM BOUNDARY MAP NO..36103C0159 G LAST DATED MAY 04, 1998, MAY 10, 2005 AU~E~ L^~L APR. 18, 2005 ,E~S~D PROP. HeJSE ac DEC< JAN. 11, 2005 R[~ISED PROPOSED SAN'?ARY DEC. 29, 2004 RE~ISED PROPOSED SANITARY SEPT, 15, 2004 AU~OE~ m~. ~< APR. 7, 2004 MAR..30, 2004 Aa~OE~ Pso~. S~RUCTURE MAR. 19. 2004 ADDED ~REES ac DWELUNG DATE: FEB. 19, 2004 JOB NO: 2004-05.3 CERTIFIED TO: EVAN AKSELRAD & YASMINE O, ANAV1 DAVID H. FOX N,Y,S.L,S, #50234 ~'OX Z~ND SURVEYING 64 SUNSET AVENUE WESTHAMPTON BEACH. N.Y, 11978 (631) 288-0022 DWG: 2004-05.3 / / / / / / / / / EL=13.0 EL=3.4 TEST HOLE DATA McDONALD GEOSCIENCE FEB, 6, 2004 0,0 DARK BROWN CLAYEY LOAM 1.0 Survey for: EVAN AKSELRAD & YASMINE D. ANA VI Lot 18 & 19 "Gree~port Shores, Section l" At Creenport Town of Southo ld Suffolk County, New York S.C.T.M.: 1000-047.00-02,00-027,000 30 0 30 SCALE: 1"=30' NOTES: 47.0 1. AREA = 15,262 S.F. 2. · = MONUMENT FOUND, & = STAKE FOUND, 3. SUBDIVISION MAP "GREENPORT SHORES, SECTION 1" FILED IN THE OFFICE OF ~-IE CLERK OF SUFFOLK 53.0 COUNTY ON JUNE 29, 1950 AS FILE NO. 1759. 4. ZONING USE DISTRICT = R-40 5. 0 YARDS OF FILL REQUIRED 6. THIS PARCEL IS WITHIN FIRM BOUNDARY ZONE AR(EL 8) & ZONE X AS SHOWN ON FIRM ..... / ~ BOUNDARY MAP NO. 36103C0159 G LAST DATED / \ N MAR. 30. 2004 ^,£NO£O,,oP. smuc~,£ HOUSE & GARAGE = 1,800 S.F. OR 13.6 % ) JOB NO: 2004-053 DECK = 684 S.F. OR 5.2 ~[ ]/ CERTIFIED~TO: TOTAL = 2,484 S.F. OR 18.8 ~ "x, ~ EVAN AKSELRAD · /~/ YASMINE D. ANAV1 SEPllC TANK DASD H. FOX N.%S.L.S. #50234 FOX LAND SURVEYING PO BOX 224 SPEONK, N.Y. 11972 (631) 325-2902 DWG: 2004-053 ~q oO-J L=506.5B' Survey for: EVAN AKSELRAD & YASMINE D. ANA VI Lot 18 & 19 "Greenloort Shores, Section l" At Greenport Town of Suffolk County, New York S.C.T.M.: 1000-047.00-02.00-027.000 30 0 30 SCALE: 1"=30' NOTES: 1. AREA = 13.262 S.F. 2. · = MONUMENT FOUND, ,~. = STAKE FOUND, 0 = SPIKE SET. 3. SUBDIVISION MAP "GREENPORT SHORES. SECTION 1" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 29, 1950 AS FILE NO. 1759. 5. THIS PARCEL IS WITHIN FIRM BOUNDARY ZONE AE(EL 8) &: ZONE X AS SHOWN ON FIRM BOUNDARY MAP NO. 36103C0159 O LAST DATED MAY 04, 1998. MAY 22, 2006 FOUNDAI~ON Loc^no~ MAR. 51, 2006 STAKE FOR CONSTRUC~ON FEB. 15, 2006 UPOA~ su,v[y DEC. 28, 2005 ~[NO[O ,,¢. STRUCmR[S MAY 10, 2005 ~E.OEO L~L APR. 18, 2005 ~E~s~o PR~. H~SE · DECF JAN. 11, 2005 ~mSEO PR~OS~D S~T~Y DEC. 29, 2004 ~mSEO PR~OS~D S~,T~Y SEPT. 15, 2004 ~ENO[O moP. OE~ APR. 7, 2004 LAm ~TFOR D~.C. MAR. 30, 2004 ~EN~E~ P~ S~UCm~ MAR. 19, 2004 ~ ~EES* ~N~ DATE: FEB. 19, 2004 JOB NO: 2004-053 CER~FIED TO: _EVAN AKSELRAD & YASMINE O. ANAVI OA~D H. FOX N.Y.S.L.S. #50234 FOX LAND SURVEYING 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 DWO: 2004-05.3 oo, v- .00' Survey for: EVAN AKSELRAD dc YASMINE D. ANA VI Lot t8 & t9 "Greenport Shores, Section 1" At Greenport Town of So'~tho Ed Suffolk County, New York S.C.T.M.: 1000-047.00-02.00-027.000 ~0 0 30 SCALE: 1"=30' NOTES: 1. AREA = 1.3,262 S.F. 2. · = MONUMENT FOUND. ,~, = STAKE FOUND, 0 = SPIKE SET. 5. SUBDIVISION MAP "GREENPORT SHORES, SECTION 1" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON dUNE 29, 1950 AS FILE NO. 1759. 5. THIS PARCEL IS WITHIN FIRM BOUNDARY ZONE AE(EL B) & ZONE X AS SHOWN ON FIRM BOUNDARY MAP NO. 36103C0159 G LAST DATED MAY 04, 1998. OCT. 29, 2007 n.^L surly MAY 22, 2006 FOONOAnoN LOCA~ON MAR..31, 2006 STAKE FOR CONSTRUCtiON FEB. 15, 2006 UPDAEDSURV[y DEC. 2B, 200.5 AI~ENOD PROP. STRUO~RES MAY 10, 200.5 A~4ENDED LABEL APR. 18, 2005 ,'E~SEO PROP. HOUSE & DECK JAN. 11, 2005 RE~ISEO PROPOSED S^NITAR' DEC. 29, 2004 RE',*ISI~O PROPOSED $.~qTARY SEPT. 15, 2004 At4END£D pROP. OEO< APR. 7, 2004 L~m S~:T FOR D.E.C MAR. 30, 2004 A,~ENOm PROp. S~UC~RE MAR. 19, 2004 ADDED ~EES & DWELLING DATE: FEB. 19, 2004 JOB NO: 2004-053 CERTIFIED TO: EVAN AKSELRAD & YASMINE D. ANAV] DAVID H. FOX N.Y.S.L.S, #50254 FOX LAND SURV~YIN~ 64 SUNSET AVENUE WESTHAMPTON BEACH. N.Y, 11978 (6,51) 288-0022 DWG: 2004-05.3 75' oD NOTES: Survey for: EVAN AKSELRAD & YASMINE D. ANA VI Lot 18 & 19 "Greenport Shores, Section 1" At Greenport Town of $outho ld Suffolk County, New York S.C.T.M.: 1000- 047.00-02.00- 027.000 30 0 30 SCALE: 1"= 30' 1. AREA = 1.3,262 S.F. 2. · = MONUMENT FOUND, A = STAKE FOUND, 0 = SPIKE SET. 3. SUBDIVISION MAP "GREENPORT SHORES, SECTION 1" FILEO IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 29, 1950 AS FILE NO. 1759. 5. THIS PARCEL IS WITHIN FIRM BOUNDARY ZONE AE(EL 8) & ZONE X AS SHOWN ON FIRM BOUNDARY MAP NO. 36103C0159 G LAST DATED MAY 04, 1998. OCT. 29, 2007 FINAL SURVEy MAY 22, 2006 FOU,OA~O. LOC^nO. MAR. 31, 2006 STAKE FOR FEB. 15, 2006 DEC. 28, 2005 A"ENDEO PROP STRUC~RES MAY 10, 2005 Aa[~EO LA~L APR. 18, 2005 ~r~ PROP. H~SE A DEC~ JAN. 11, 2005 ~E~SE~ PROPOSEO DEC. 29, 2004 REUSED PROPOSED SANIT~Y SEPT. 15, 2004 *,E,9~ ,~OP APR. 7, 2004 ~ ~ ~o~ ~.E.C MAR. 50, 2004 A.ENO~ PROP. S~UC~RE MAR. 19, 2004 *O~D m~ES DATE: FEB. 19, 2004 JOB NO: 2004-053 CERTIFIED TO: EVAN AKSELRAD & YASMINE O. ANAV1 DAVID H. FOX N.Y.S.LS. #50234 FOX LAND SURVEYING 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 DWG: 2004-053 z'23 AT SLAB ERGL SLOPE DOWN // AT RIAfl EDGE 12' 53" SOL UR (+5 M") fOOlING (2) NEINIONCL W/6 #B SANS EACH WAY [RSMLATION ON 4" GRAVEl rO SlAB LL (-3'-7") REINFORCE WITN 6X6 WIA X 1 4 PROVISE 1/2" GAP ALL AROURO : ,3.1/~" x PSL (+S B'") ON PL, 3/8 AB, 2 11/16"× §-1/2" PRESSURE TREATED TYPIOAL ALL GIRDERS I: -1 F, BEAM POCKFI 'F TS 35 X 35 × 3/8 OM PL. 1/2" X b" × 12" W/(2) 3/4" [}iA AB 4S' × f-4" SPPEAD FOOTING REINFORCE W/E7) #fl BARS LACH WAY ~OCKL7 7 25" ADD 9 1 TJI 250 @12" Al FIREPEAO[ WALE 24"x 24' X 1'-0" SPREAD W/4_ ~ ~ARS ~A WAY COL CAP r,o. STL SEAT (-7 25") ROOTING (5) REINFORCE W/4 #5 BARS EA WAY GIRDER SUPP. COL. TS 3.5" X SS" X 5/16" ON PL 3/8" X 10" X lO" I~COL CAP TO. Sl[.. SEAT (-1 []") 48"x 48" × 1'-4" SPREAD / FOOTING REINFORCE w/E7) #5 BARS EACH WAY REINFORCE BANS EACEI WAT D.C. (+20,5") X It-2" SPREAD FOOTING- WITS (5)~5 EONS 5 SNORT BARS 1/2" X 5' X ]2'' 3/4" [JlA AO Z~2" OIA ROLE CENTER dENSE[ ] FOUNDATION AND FIRST FLOOR FRAMING NOTE CONCRETE WBRK TD [NRLUDE LAN[,SCAFING WALLS PLAN REVISIONc, REV 1 FINALIZEO AEL PIPE PENbTRATIONS /,%\~ ELIMINATED CONCRETE PAD AT ,JACUZZI . CHANGED FOOTING DEPTN AT TWO SE lOOTINGS EXCAVAIE FOR JACUZZI TO -48" DEPTR X 7' X 10' BACKFILL WITH ~2" CLEAN SAND (~) INDICATI S S1LEL POST SUPPORI NLM. DER 2 x 10 PT @ /+5 5") 24" x 24" X 1'-0" (I~p) WITH 4#5 BARS EA, WAY WITH 10" DIAMETER CONCRETE PlA MOLE FOR WASTE PIPE CERTERLIME OF PIPE 18" AND 18" FROM NW EX% CORNLR BOTT OF FOOTING 4' 0" (~'P UOR) SYMBOLS LEGEND SEAM NEW TIMBER OR STEEL BEAM JOISI SPAN RAIqER SPAN (SLOSED) MC MOMENT CONNECTION CAMTILLVERED BEAM END WRIO0 BEARING WALL 2x6 STUDS @ 12" Dc OR TURF STEEL TS 3 5 X 3 5 SEt PLAN FOR WEIGHT (31-2x BUILT UP WOOD POST (41 2x BUlL~ UP WOOD POST SHEET NOTES DO NOT SCALE PROM THESE OMAWINGS ALI. DIMENSIONS AND ELEVATIONS TO BE VERIEIEB IN THE FIELD AND COORDINATED WITH THE ARCHITEC['URAL DRAWINGS 2 WHERE NOT SPECIFICALLY SFIOWN ON PLANS, PROVIDE DOUBLED UP HEADERS, TRIMMERS, VALLEYS, BEADERS, Eq'C FOR ALL DORMER WHERE RIOT SPECIFICALLY BROWN ON PLANS, PROVIDE DOUBLED UP HEADERS, TRIMMERS, FOR ALL [LOOR OPENINGS, 4 FOR COLUMNS NOT SPECIFW'ALLV SHOWN ON PLANS, PROVIDE A MINIMUM OF (3)-2x BUILT BP :SECTION BUT NOT LESS THAN THAT REQUIRED TO PROVIDE FULL B[iARING WIDTH FOR THE SUPPORTED MEMBER 5. INTERIOR WALLS ARE IHDICATEO AS PER THC LEGEND. ALL EXTERIOR WALLS SHALL BE ASStlMED AS BEARING ~3 PROVIDE ,JOIST AND RAFTER BRIDDIRB LINES AT INTERVALS NOT TO EXCEED 7'-0" O {' 7 FOR ADDITIONAL NOTE%, SEE srx/1 ANY USE O'F ANY OyHER pROJeCT PERMISSION AND DIRECTION OF ANCHOR, ifll architects + engineers ,07 8MAY06 06 05 04 05 02 01 Anav[ Residence NOT BUiLDiNG AT 765-1BOB 8^M TO PM FOR THE FOLLOWING 1. FOUNDATION - REQUIRED FOR pOUREO RETE 2. ROUGH G & pLUMBING 3. INSULATION 4. FINAL - CONSTRUCT[ON MUST SE cOMPLETE FOR C.G. ALL CONSTRUCT[ON SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW yORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. cOMPLY WITH ALL CODES OF NEW YORK STATE & ToWN CODES AS REQUIRED AND CONDITIONS OF ,~,"/ .. S0U~t0LD 10WN ZBA -- ~,,/,,,, . SOUTImtOLD TOWN PLANNING BOARD ~ ~" . SOUTHOLDTOWN TRUSTEES ~Y _ N,Y,$, OEO CERTIFICATION oF NAILING & CONNECTIONS REQUIRED, NOT PROCEED WITH ALL CON .STRUCl'ION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORKSTATE. UNDERWRflERS CERTIFIC~ 0 RETAIN ST RM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. 1355 Shore Drive ALt. PLUMBING w/~TE & YVATER ONES NE~ ON LEAD CON~NT BEFORE TE~NG BEFORE ~ERIN~ CERTIFICATE OF ~CUPANC Y SOLDER USED IN WATER SUPPLY SYS~M ~N~T G reenpo NY 11944 ~O 0~ pREVE~ OCCUPANCY OR ~ TOW.~. USE IS UN~WFUL WITHOUT CERTIF CATE' OF OCCUPANCY "IMMEDIATELY" ENCLOSE POOL TO CODE UPON COMPLETION BEFORE "WATER" DRAWING INDEX LOCATION MaP No Scale C.100 COVER SHEET T.IO0 A,O01 A.101 A,102 A.103 A. i04 A,105 A,106 A.107 A.108 A.10g E,IO1 E.102 S,001 S.101 8.102 8,103 8,201 SITE PLAN DOOR AND WINDOW SCHEDULES FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS - NORTH AND SOUTH EXTERIOR ELEVATIONS - EAST AND WEST RESERVED RESERVED EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS ELECTRICAL PLAN - FIRST FLOOR ELECTRICAL PLAN - SECOND FLOOR STRUCTURAL NOTES FOUNDATION AND FIRST FLOOR FRAMING SECOND FLOOR FRAMING ROOF FRAMING STRUCTURAL DETAILS P.1 PLUMBING RISER DIAGRAMS GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN TH[S DRAWING ARE THE PROPERLY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FGR THE SOLE USE ON AND iN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WR[TfEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING architecbs + engineers 19 Murray Stree[ 4-th Roor New York. NY 10007-2240 www.an chorconsulfing.com t. 212.267.9385 f. 21'2.267.6795 NOT FOR CONSTRUCTION ISSUE: 01 06.2.5.05 DOB FILING SEAL: Anavi Residence 1355 Shore Drive 03056.00 Yasmine Anavi 16 Jay Street New York, NY 10013 PROJECT & CLIENT INFORMATION. SCALE: NO Scale DATE: 06.15.05 DRAWN BY: MJB FILE NAME: Projects\ COVER SHEET ORAWtNe NAME: DRAWING LIST C.100 DRAWING NUMBER: 'd ,, ../ 'x kN...~ 3/32" = 1'-0" THIS SEE PLAN IS EXCERPTED ~OM FILED SIT[ SURVEY PLaN BY FOX LAND SURVEYINC DWG: 2004-053 GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITS THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING architects + engineers .................. 19 Murray Street 4th Fleor New York, NY 10007-2240 www.anchorconsulDn g.com t. 212.267,9385 f, 212,267. BTB5 NOT FOR CONSTRUCTION ISSUE: 01 06.23.05 DOB,~L q6 SEAL' Anavi Residence 1355 Shore Drive 03956.00 Yasmine Anavi 16 Jay Street New York, NY 10013 PROJECT & CLIENT INFORMATION: SCALE 3/32" = 1'-0" DATE: 06.16,05 DRAWN BY. Fox/MJB FILE NAME: Projects\ SITE PLAN DRAWING NAME. T.IO0 DRAWING NUMBER: WINDOW SCHEDULE SIZE MARK TYPE MATERIAL NOTES MANUFACTURER EGRESS WIDTH HEIGHT ? ? ? STOREFRONT ALUMINUM ? ..... 1 B'-O" ¢'-11" CASEMENT CLAD STORMPLUS + LOW E ii MARVIN - CCM3660 YES 2 3'-0" N'-lt" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMBR60 YES 5 5'-0" 4'-11" ~SEMENT CLAD STORMPLUS + LOW E I[ MARWN - CCM3660 YES 4 3'-0" 4'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - C0M3660 YES 5 3'-0" 4'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCM3660 YES 6 3'-0" 4'-7" CASEMENT CLAD STORMPLUS + LOW E ir MARVIN - CCM3660 '(ES PL~OOD FOR HURRICANE 7 5'-10" 2._2. STOREFRONT ALUMINUM PROTECTION TO BE STORED ON ..... SITE 8 y-O" (-11" STOREFRONT ALUMINUM STORMPLUS + LOW E 9 3'-0" 't'-11" CASEMENT CLAD STORMPLUS + LOW E I[ MARWN - CCM3660 YES 10 3'-0" 4'-11" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMB660 YES 11 5'-11 1/2" 4'-11" DBL CASEMENT CLAD STORMPLDS + LOW E II MARVIN -- 12 5'-11 1/2" 4'-11" DBL CASEMENT CLAD STORMPLUS + LOW E ri MARVIN -- WINDOW SCHEDULE SiZE MARK WIDTH HEIGHT TYPE MATERIAL NOTES MANUFACTURER. EGRESS 21 5'-11 1 2" )BL CASEMENT CLAD STORMPLUS + LOW E Il MARVIN CCM3660 YES 22 3'-0/ 4'-11" 4'-11" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCM3030 YES 23 3'-0" 4'-11" CASEMENT CLAD STORMPLDS + LOW E II MARVIN - CCMB030 YES 24 3'-W' 3'-0" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMS030 YES 25 Y-fi' &'-7" CASEMENT CLAD STORMPLUS + LOW E Il MARVIN - CCMB030 YES 26 5'-0" 4'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMB030 YES 27 5'-O" 4'-7" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMB030 YES 28 3'-0" (-7" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMBO30 YES 3O 3'-0" 4'-7" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMBDBO YES 31 3'-0" 4'-11" CASEMENT CLAD STONMPLUS + LOW E I~ MARVIN - CCMB030 YES 32 3'-0" (-11" CASEMENT CLAO STORMPLUS + LOW E II MARVIN - CCMB030 YES 35 5'-11 1/2" 4'-11" 'DBL CASEMEN1 CLAD STORMPLUS + LOW E II MARVIN CCM5660 YES 34 5'-11 1/2"~ N'-11" DBL CAREMENI CLAD STORMPLUS + LOW E II MARVIN CCM3660 YES 35 5'-11 1/2" 4'-lM' DBL CARRMENI CCA~ STORMPLUS + LOW E Ir MARVIN CCM3660 YES 47 3'-0" 4'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMBBBO YES 51 3'-0" ¢'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMB030 YES 52 3'-0" 4'-T' CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCMB030 YES 55 3'-0" 4'-7" CASEMENT CLAD STORMPLUS + LOW E II MARVIN - CCM3030 YES WINDOW SCHEDULE TAR R CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD 45 WIND SPEED (MPH) 120 MPH SEISMIC GESIGN CATEGORY S WFLATHENINS SEVERE SUBJECT TO DAMAGE FROM FROST LINE DEPTH TERMITE 36" YES DECAY WINTER /ICE SHIELD DESIGN UNDERLAYMENT FLOOD TEMP REQUIRED HAZARDS 11'F YES NO (~CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE SIZE LOUVER DETAIL FIRE RATINe NOTES MARK WD HGT THK MATL GLAZING WD HGT MATL EL HEAD JAMB SILL LABEL SET KEYSIDE NO RM NO 3 5'-0" 7'-o" 1 5/4" 0" garaqe door 7 2'-8" 7'-0" 1 3/z'' 0" 0" - ..... ENTERi0R Front door + sidelite 8 3'-0" 4" O" _ ..... EXTENIOR Pocket door O" 0" - ..... EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE SIZE DETAIL FIRE RATING NOTES MARK WD HGT THK MATL GLAZING WD HGT MATL EL HEAD JAMB SILL LABEL SET KEYSIDE NO RM NO 22 5'-0" T_D,, 3/4" 0" 0,, __ 23 5'-0" T-0" 3/4" 0" 0" 24 3'-0" T-O" 3/4" 0" 0" - ....... . 25 3'-0" T-0" 3/4" 0" 0" 26 5'-0" T_O,, 2,, 0- 0- __ 27 Y-0" 7'-0" 3/4" O" 0" - ........ 28 2'-6" T-O" 3/4" TEMPERED 0" 0" Shower door fromeless DOOR SCHEDULE GENERAL NOTE: ALL DRAWINGS~ SPECIFICATIONS, PLANE, IDEAS, CALCULATIONS, DETAILS, ARRANGEMEN'I S AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE FROPERTY OF AND OWNED BY ANCHOR CONSULTING, P,C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY 'WERE CRSATED~ EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING 19 Murray Street 4th Moor New York, NY 10007-2240 www. an ch orconsulUn g.com t. 21Z267,9385 f. 21Z267.6795 NOT FOR CONSTRUCTION 02 07.25.05 DOB Filing mSUE: 01 06.23.05 DOB Filinq SEAL: Anavi Residence 355 Shore Drive O30fiS,O0 Yasmine Anavi 16 Jay Street New York, NY PROJECT & CLIENT INFORMATION: SCALE: DATE: 08.22.05 DRAWN BY: FILE NAME: SCHEDULES DOOR & WINDOW DRAWING NAME: A.001 DRAWING NUMBER: I, OI,'V Ueld JOOl-I ~0'~'90 .0%[ = ,,f/I- aAOO sad!d eouep!seEI !Aeuv BUll!3 E]O0 gO'~'Z"90 [0 :~nsm NOl/Ollll/$NO3 iON 9NI1]RSNO0 WOHONV ~JDHONV dO N OI/DEalQ ONV NOISSI[~I:Ig d :~ION lWd~ Ng~) NOLLVA]13 301S NO IHOlliYa Ol UYdaNMOO '~01VIOV'd O~S5393~ ~0 3QISNI )OVal NO~ 'llYM INdDV?dY 01 ONION31X2 QNV INO~d3~J01S SSVqO iV ONFltdO MO OINJ OdSS3ad~ ~3ISAS NIVI~d3 NO~dl I¥11dSOH '~LIS NO 3~01S ONV SldNVd ~O±S O00~]d 301AO~d 'S~dN~O9 SSYqO ONV S~OOO 31B~OQ Mll~ iNO~Jd~01S RnNI~V -- INO~J?~01S JO HLON31 llnJ ~OOl~ NJ 31V~9 dOOM FUIM SISIOP 'd'8'l ~0109 'SS~VIS QNV DNINO3O 3±rSOd~OO N1¥~0~3~ ,Z/L OL-,L$ H3~Od (]3N3q~3E --* NMOQ ,,0%9 ,,0-,~ N¥]d EJOO]:I ,,0-,0[ NMOO %g X g~ < 3S OS~ = IHODAVO ~S §9~ =V3NV S~OOQ 3ISES~B~OO-NON ONV HL~VdH 3NOIS ,z/~ o~-,~$ ~00~ '03 '03 r: NTQ u I r~rrl izzno¥? ,,~/'t z$ 7~ ' Ahl]llN ,,z/'~ z$ 'HW 'HO_: 39~1V9 %§ ,,~/'L L$ ×onLs %~ X B~ < JS X B~ < JS ~Z IHOIIAVd = ~S~V ' SS3~93 BIB]SOH 28'-0" .r tNT. FIN. DiM. BATH BOYI' BEDROOM AREA I= 440 SF DAYLICNT = 88 SF > 440 × 8~, AIR 96 SF > 440 X 4%, 28'-¢ SECOND FLOOR PLAN MASTER BEDROOM ¢13'-5 1/2" AREA = 245 SF DAYLIGHT = 60 SF > 245 X AIR = 66 SF> 245 X STAIR ~013'-5 1/2" BDFM. CLOSET OFFICE AREA = 80 SF DAYLIOHT = 20 SF > RO X AIR = 22 SF> 80 X14% 8% EQ, HOSPITAL TRACK CURTAIN SYSTEM RECESSED INTO DW CEILING AT GLASS STOREFRONT AND EXTENDING TO ADJACENT WALL. RUN TRACK INSIDE OF RECESSED RADIATOR. GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS~ DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE 80LE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISEION AND DIRECTION OF ANCHOR CONEULTING~ P.C, ANCHOR CONSULTING amhltects+englnoers ~ ................ Ira I I I Ell 19 Murroy S(ree[ 4th Floor New York, NY 10007-2240 www,on ch orconsultln 8.corn L 212.267.9385 f. 212,267.8795 NOT FOR CONSTRUCTION 02 07.25,05 DOB Filing issuE: 01 06.2,3.05 DOB Filing SEAL: Anavi Residence Pipes Cove 03056,00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1'-0" DATE: 06.22.05 DRAWN BY: FILE NAME: Second Floor Plan DRAWING NAME: A.102 ROOF PLAN 4' DL~. VENT. 6/12 SLOPE BOIleR .BLARING WALL BELO~ BEARINg W ~IMNEY 6/12 SLOPE GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE 80LE USE ON AND IN CONNECTION WITH THiS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING t. 212-267.9380 f. 212-267.6795 NOT FOR CONSTRUCTION iSSUE: 01 06.25.50 DOB Filing SEAL Anavi Residence 1355 Shore Drive 03056 OD Yasmine Anavi 16 Jay Street New York, NY 10013 PROJECT & CLIENT INFORMATION. SCALE: 1/4": DATE: 06.22.05 DRAWN BY: FILE NAME: Roof Plan DRAWING NAME: A. 103 __ (~+10'-4" BOYS' BEDROOM LEVEL GRADE / GARAGE NORTH ELEVATION 1/4"= 1'-0" SOUTH ELEVATION 1/4" = 1'-0" DROOM LEVEL __ ~!~_-_1 O_ .1/2"_ __ LIVING ROOM BOYS' BEDROOM LEVEL _~.,~/_2" GRADE / GARAGE GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WiTH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P C. ANCHOR CONSULTING 19 Murray Street Cth Roor New York, NY 10007-2240 www.anchorconsulting.com t. 212.267.9385 f. 212.267.8795 NOT FOR CONSTRUCTION ISSUE, 01 06.23.05 DOB FILIN( SEAM Anavi Residence 1355 Shore Drive 03(356.00 YasmJne Anavi 16 Jay Street New York, NY 10013 PROJECT & CLIENT INFORMATION: SCALE' 1/4" = 1'-0" DATE 05.11.05 DRAWN aY: AB/MJB FILE NAME: Projects~ NORTH AND SOUTH ELEVATIONS DRAWING NAMER A. 104 DRAWING NUMBER: EAST ELEVATION 1/4" = 1'°0" +13'-5" MASTER 'B~OOM +1'-10 1~/2" CLIVIN¢ ROOM LEVEL WEST,,ELEVATION 1/4" = 1'-0 ¢+10'-4-" BOYS' BEDROOM LEVEL I r ¢+7 1/2" FAMILY ROOM LEVEL GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, pLANS, IDEAS, CALCULATIONS~ DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P,C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED. DEVELOPED AND PRODUCED FOR THE SOLE USE ONAND iN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT. EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OFANCHOR CONSULTING, P.C. ANCHOR CONSULTING architects+engineers iiiiiiiii',iiil;:rliJiifiJiil 19 Murr=y Street 4th Floor New York. NY 10007-2240 www.anchorcon sulUn g.com t. 212.267.9585 f, 21~267.8795 NOT FOR CONSTRUCTION ~ssu~ 01 06.25.05 DOB FILING SEAL Anavi Residence 1355 Shore Ddve 03056.00 Yasmine Anavi 16 Jay Street New York, NY 10013 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1LO" DATE: 06.14.05 DRAWN BY: AB/MJB FILE NAME: Projects\ EAST and WEST ELEVATIONS DRAWING NAME A. 105 T.O. PL @ BOYS' BDRM 'ROOF -1ERNE COATED COPPER STANDINC SEAM -5/8" PLYWOOD -ROOF 1RUSSES *AIRWAY -PROVIDE BAFFLES BlWN lRUSSES IF REQ'D. FOR ROOF VENllLA~ION .INSULATION -R3B BA1T WITH VAPOR BARRIER TOWARD WARM SIDE IN WINER FINISHED CEIUNO -5/8" DRYWALL, PAINIED 3703'-9" GA.F.F -CEDAR BOABDSTOMATCH SIDIND -CONIINUOUS SOFEW VENT WITH INSECT SCREEN WINDDWS -MARVIN STORMPLUS CLAD CASEMASTER REFER TO W~NDOW SCHEDULE FOR SIZES, ETC ~T9'-2 1/4" .0. PL GARAGE ~ FAMILY ROOM ~8'-o" A.F.F BOYS' BEDROOM -PROVIDE INSULATION IN FLOOR JOISTS BIWN AND BOYS' BEDROOM '~BRADE & T.O. GARAGE SLAB GARAGE I -SEAB -6" SLAB WITH Dx6 W2.0x2.0, 1" FROM T.0. SLAB -lO MIL VAPOR BARRIER BEOW JNSULAllON -8" CRUSHED STONE, -REINFORCING -~4 BARS ~ 1B"O.C @ Sll~M -REINFORCING ~ ~4 BARs t V~A_II SECTION @ GARAGE ~T.O. PL @ BOYS' 8DRM ER BOYS' BEDROOM d~T9'- 2 1/4" .0. PL GARAGE ~ EANILY ROOM ~, FL @[AUNDRY. FAMILY ROOM ROOF -IERNE COATED COPPER STANDING SEAM -5/8" PLYWOOD -ROOFI~USSES ~RWAY -PRO,DE BAFFLES BI1NN1RUSSES IF REQ'D. FOR ROOFVENllLA~ON -INSULA~ON -R3B BATT WITH VAPOR BARRIER TOWARD WARM SIDE (N WINTER CFJLINO -5/8" DRYWAll, PAINII~D -CEDAR BOARDS TO MATCH SIDING -CONllNUOUS SOFFIT VENT WITH INSECT SCREEN -WINDOWS -MARVIN STORMPLUS CLAD CASEMASFER REFER TO WINDOW SCHEDULE FOR SIZES, ETC [ BOYS' BEDROOM] II WALL -DRYWALL, PAINTED -2X FRAM]NG (SE PLANS FOR SIZING) -R21 BAFE INSULAIlDN W/VAPOR BARRIER TO WARM SIDE IN WINTER -3/4" PLYWOOD -1WEK HOUSE WRAP -EASTERN CEDAR LAP SIDING - 6" EXPOSED · BASE l~lM -3/4" x 5", PAINTED FLOORS -~/4" HARDWOOD -3/4" PLYWOOD -TJls - REFER TO STRUOI1JPAL DRAWlN6S L HALL J FLOORS -3/4" HARDWOOD -3/4" PLYWOOD -Tdls - REFER TO STHUCTURAL DRAWlNUS -5/8" ¢ ARCHOR BOLT @ 1¢ O.C. -GIRDER BEYOND - SEE STRUCTURAL DWGS FOR SIZE -REINFORCING -t~4BARS @ 16"0.C @ ST~ SLAB -4" sLAB WITH WIRE MESH REINFORCING -3" RIBID INSU[A1]OR -~0 MIL VAPOR BARRIER BELOW INSULAI]ON -REINFORCING -3 ~4 BARS Q.W,.A. LL S.E. CTION @ BOYS' BEDROOM GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDRAG, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAV~NG ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION W~TH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE M~HATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON V~ITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.O. ANCHOR CONSULTING 19 Murray S[ree[ 4th Roar New York, NY 10007-2240 www.anchorconsulEng.com E 212.267.9385 f. 212.267.6795 NOT FOR CONSTRUCTION ISSUE: 01 06.23.05 DOB FILING SEAl.: ANAVI RESIDENCE Pipes Cove 03056 O0 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1LO" DATE: 05.04.05 DRAWN BY: ML/MJB FILE NAME: Projects\ WALL SECTIONS DRAWING NAME: DRAWING NUMBER: A. 108 QWALL SECTION @ LIVING ROOM 3/4" - 1'-0' -ROOF AT SOUI~ [DECK ONLY - SLOPE = 3/12 I LIVING ROOM [ MASTER BEDROOM LIVING ROOM I -COMPOSITE BECKING -TREX OR EQUAL -5/4 x 6 -BRASlUA OR ACCENTS 'FLOOR FRAMING -TJi HUNG FROM BOTH SIDES OF BEAM REFER TO Sll~UCTURAL DRAWING FOR SIZE BOM -REFER TO STRUGTURAL DRAW[NO FOR SIZE DRYWALL CEIUN6 -SUSPEND 1 1/2" BELOW LOWEST BEAM ~12'-11/2" WALL -DRYI~ALL, PAINqED -2× FRAMING (SEE PLANS FOR SIZING) -R21 BAIT INSULA1]ON W/VAPOR BARRIER TO IN1[RIDR -3/4' PL'AVOOD -1WEK HOUSE WRAP -EASTFRN CEDAR LAP SIDIH~ - F B(POSED GENEP, AL NOTE: ALL DRAWINGB, SPECIFICATIONS, PLANS, ID~S, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGN8 REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND ~N CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING archRects + engineers ........ I ............. I I I I 19 Murray Stree[ 4th Roor New York, NY 10007-224~ www.anch orconsuJtin 9. com E 212.267.6795 NOT FOR CONSTRUCTION ISSUE: O1 06.2,3.05 DOB SEAL Anavi Residence Pipes Cove 0S056.00 PROJECT & CLIENT INFORMATION: SCALE: 3/4" = 1'-0" DATE. 5.31.05 DRAWN aY: MJB FlEE NAME: Projects\ WALL SECTIONS DRAWING NAME' DRAWING NUMBER: A.109 JACUZZI STUDY LIVING ROOM ~E RM. FOYER ~EN Q FI.R. ST FLOOR PLAN - ELECTRICAL 1/4 = 1'-0' ELECTRICAL SCHEDULE ELECTRICAL LEGEND DESCRIPTION MANUFACTURER HOUSING TRIM LAMP COLOR A REC. DWNLIGHT - FL HALO R2741C 405 SC t3W DTT SPECULAR CLEAR DUPLEX RECEPTRILE $ SINGLE POLE QUAD RECEPTICLE $= 3-WAY SWITCH 220 RECEPTICLE Sa 4-WAY SWITCH GFIC RECEPTICLE Sa DIMMER SV~TCH CABLE l~f JACK CEILIMG FIXTURE TYPE 4 TELEPHONEJACK BATSROOMFAN PORCH GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P,C, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED~ DEVELOPED AND PRODUCED FC~R THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT. EXCEPT UPON WRITFEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING 19 Murray Street 4th Floor New York, NY 10007-2240 www,onchorconsulSng.com t. 212.267.9585 f. 212.267,6795 NOT FOR CONSTRUCTION ISSUE: 01 06.23.05 DOB Filing SEAL Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1'-0" DATE; 06.22.05 DRAWN BY: FILE NAME: Electrical Plan First Floor DRAWING NAME: E.101 DRAWING NUMBER: BEDROOMI SECOND FLOOR PLAN I ELECTRICAL ELECTRICAL SCHEDULE MASTER STAIR BDRM. CLOSET ELECTRICALLEGEND BEDROOM GENERAL NOTE: ALL DRAWINGS, SPECIFICA~ONS, PLANS, {DF. AS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED'TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE D]SCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRrFFEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING archilacts + engineers ................. III 19 Murroy Street 4th Roor New York, NY 40007-2240 t. 2f2-267.g385 E 212-267.6795 MOT FOR CONSTRUCTIO ~ssuE: 01 06.2,3.05 DOB Filing SEAL: Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1'-0" DATE: 06.22.05 DRAWN BY: Electrical Plan Second Floor DRAWING NAME: E.102 GENERAL 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THe FOLLOWING GOVERNING STANDARDS: A. THe BUILDING CODE OF NEW YORK STATE AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION SUCH AS EPA, OSHA AND STATE AND LOCAL LABOR LAWS WHICH MAY GOVERN THIS TYPE OF WORK, B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACIS1B) D. THe AWS "CODE FOR ARC AND GAS WELDING IN BUILD[NO CONSTRUCTION, LATEST EDITION, THe AMERICAN WEEDINB SOCIETY. E. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1097 EDIWON. F, THe AMERICAN FOREST & PAPER ASSOCIATION "WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION". 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOB MAINTAINING CONDITIONS OF PUBLIC AND WORKER SAFETY DURING EXECUTION OF ALL WORK. 5. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS, ETC. AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING OR BRACING SHALL BE PROVIDED TO SUPPORT LOADS AS MAY BE IMPOSED ON THe STRUCTURE OR ADJACENT STRUCTURES DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THe SOLE RESPONSIBIMTY OF THe CONTRACTOR AND SHALL REMAIN Iff PLACE AS LONG AS REQUIRED TO MAINTAIN SAFETY. The CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLASPE, DISTORTION, MISALIONMENT, ETC. IN ACCORDANCE WITH GOOD PRACTICE. 4. THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND SCHEDULES AND SUBMIT ONE ~RANSPARENCY AND ONE PRINT OF EACH DRAWING TO THE END[NEED FOR APPROVAL. THe CONTRACTOR SHALL NOT PABRICATE ANY MATERIAL UNTIL AFTEr RECEIVING APPROVED DRAWINBS. 5. ANY COMPONENTS WITH LOADS EXCEEDING 100 POUNDS SHALL BE REVIEWED BY THe STRUCTURAL ENGINEEN PRIOR TO INSTALLATION UNLESS SPED~FICALLY DETAILED OM THe DRAWINGS. 6. IN GENERAL, TYPICAL DETAILS OF THe CONSTRUCTION ARE NOT SHOWN OR NOTED ON THE STRUCTIJRAL DRAWINGS. IF IN DOUBT WHERE THe DETAILS APPLY, SEEK CLARIFICATION FROM THe STRUCTURAL ENGINEER. 7. THe DESIGN ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THe WORK RELATING TO THe CONTTRACTOR'S SAFETY PRECAUTIONS OR TO THe MEANS, METHODS, TECHNIQUES, OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK. B. Tee DESIGN ENGINEER Of RECORD SHALL NOT BE RESPONSIBLE FOR INSPECTING OR SUPERVISING ANY WORK DURING CONSTRUCTION. EXCAVATION 1. FOOTINGS SHALL BE EXCAVATED TO THE NEAT LINES OF THE FOOTINGS. 2. BOTTOMS OF FOOTINGS SHALL EE LEVEL OR STERPED WHERE SO INDICATED, AND EXCAVATED TO ELEVAllONS SHOWN ON THE DRAWINOS OB, IF AUTHORIZED, TO OTHER ELEVATIONS WHERE PROPER BEARING EXISTS. S. THE CONTRACTOR IS REQUIRED TO SAFELY SUPPORT AND MAINTAIN ADdACENT AND ABUll]NO PROPERTY AND STRUC~JRES CURING EXCAVATION PROCEDURES. A. THE CONTRACTOR SHALL PROTECT ALL SURFACE AND SUBSURFACE UTILITIES. B. THE CONTRACTOR SHALL INSTALL SHORING AS PROdeDT CONDITIONS REQUIRE TO MAINTAIN THE EXCAVATION AND THE BANKS IN A SAFE AND STABLE CONDITION. SHEET PILING, BRACINO AND SHORING SHALL BE EITHer OF SOUND TIMBER OR STRUCTURAL STEEL SHAPES AND SHALL BE OF SUFFICIENT DIMENSIONS TO SUPPORT THe WORK. 6. AT ALL TIMED DURING EXCAVATION FOR, AND CONSTRUOllON OF THE FOUNDATION ITEMS, THE EXCAVATION SHALL BE KEPT REASONABLY DRY BY MEANS OF PUMPING WITH CARE BEING TAKEN NOT TO DISTURB The SURROUNDINB SOIL. FOUNDATIONS 1. BUILDING FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OR COMPACTED SUBORADE OF MINIMUM BEARING CAPACITY: 4,000 PSF. ADEQUACY OF BEARING STHATHM SHALL BE VERIFIED AND APPROVED BY The OWNER'S OEOTECHNICAL CONSULTANT PRIOR TO POURING CONERETE. SHOULD CONDITIONS VARY FROM THOSE ASSUMED, THe ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. 2. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND BACKFILL AREAS AND BACKRLLED WITH ACCEPTABLE ELL THe SUBGRADE FOR ALL FOOTINGS, WALLS, AND SLABS SHALL BE INSPECTED AND APPROVED BY THE OWNER'S TESTINO AGENCY IMMEDIATELY PRIOR TO PLACING FOUNDA~ON CONCRETE. NO PILE CAPS, FOOTINGS OR SLABS SHALL BE PLACED INTO OR AGAINST SUBONADE CONTAINING Free WATER, ICE OR FROST. DO NOT ALLOW ICE OR FROST TO FORM IN THE EXCAVATION AetER SUB GRADE HAS BEEN INSPECTED OR RE-INSPECTION WILL BE BEQUIRED AFTEr ICE OR FROST REMOVAL S. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS OR SLABS BRACING THESE WALLS ARE IN PLACE, AFTEr BRACING STRUCTURE IS INSTALLED BACKFILL AGAINST The WALLS EVENLY. 6. BACKFILL SHALL BE AN OFF-SITE GRANULAR MATERIAL, SUCH AS PIT RUN SAND AND GRAVEL, HAVING A MAXIMUM SIZE OF S" WITH NO MORE THAN 1S~ PASSING THE #200 SIEVE, PLACEMENT SHALL BE LIMITED TO 1' DEPTHS AND RECEIVE A COMPACTION OF AT LEAST 90~ OF The STANDARD PROCTOR DENSITY (ASTH D§DB). 7. ALL FOOTINGS SHALL BE PLACED DIRECTUY ON VIRGIN SOIL. ADJUST BOTTOM OF FOOTING ELEVATION AS REQUIRED. B. PROVIDE S" LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION WHEN FOOTING IS NOT IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED. 9, ALL EXTERIOR FOOTINGS SHALL BE PLACED AT A MINIMUM OF 4'-0" BELOW FINAL GRADE, CONTRACTOR TO VERIFY FROST LINE WITH LOCAL BUILDING DEPARTHENT OFFICIALS. 10, SLABS ON SRADE SHALL BE PLACED OVER A 10 MIL VAPOR BABRIER, OVERLAPPED 16" AT SEAMS, OVER A 6" CLEAN WELL GRADED MIXTURE OF SAND AND GRAVEL HAVING A MAXIMUM SIZE OF 1" AND NO MORE THAN 5[ PASSING The #200 SIEVE. THE FILL SHALL BE COMPACTED TO AT LEAST 85~ OF The STANDARD PROCTOR DENSITY [ASTM D660). 11. PIERS AND FOOTINOS SHALL BE CENTERED ABOUT DENTERLINED OF Pier, COLUMN, OR WALL UNLESS OTHERWISE NOTED. CAST-IN-PLACE CONCRETE ALL CONCRETE SHALL HAVE AN F'c=5000 PSI (ULTIMATE COMPRESSIVE STRENOTH AT 2S DAYS) AND 145 PCF (DENSITY) WITH A 0.'~5 MAXIMUM WATER CEMENT RATIO. 2. ALL CONCRETE PERMANENTLY EXPOSED TO THe WEATRER AND WITHIN FOUR FEET OF FINISHED GRADE SHALL CONTAIN AN AIR ENTRAINING ADMIXTURE WITH A 0.5 MAXIMUM WATER CEMENT RATIO. 3. ALL CONCRETE SHALL NAVE A HIGH RANGE WATER REDUCING ADMIXTURE. 4. MAXIMUM CONCRETE SLUMP SHALL BE A". B. ALL GROUT BHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 0000 PSI. 6. REINFORCING STEEL SHALL BE NEW BILLET STEEL DEFORMED SANS CONFORMING TO AS3~4 AS15 GRADE 60. 7. W.W.F. (WELDED WIRE FABRIC) SHALL CONFORM TO ASTH AlS5 WITH A MINIMUM ULTIMATE TENSILE STRENGTH OF 70000 PSI. 8. W.W.F. SHALL SE LAPPED TWO (2) FULL MESH PANELS AND TIED SECURELY. 9. W.W.F. SHALL BE SUPPORTED ON CHAIRS OR CONCRETE BRICK TO ENSURE REINFORCING ES CAST WITHIN THe TOP 2*' OF THe SLAB. 10. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED SY ACI 318, IN ALL SLABS AND WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS. 11, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THe MINIMUM CONCRETE COVER AS REQUIRED BY AC] 018. REFERENCE SCHEDULE FOR "CONCRETE PROTECTION FOR BEINFORCMERT." 12. ALL REINFORCING STEEL SHALL BE SECURELY HELD WHILE P~ACiNO CONCRETE. IF BEOUIBED, ADDI~ONAL BARS AND STIRNUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THe REINFORCING STEEL. 13. ALL REQUIRED ADMIXTURES SHALL BE MANUFACTURED BY THe SlKA CORPORATION, TELEPHONE (000) 9S3-7452 OR AN APPROVED EQUAL. 14. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICA]ED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 310. 15. OPENINGS, POCKETS, ETC. LARGER THAN 6", THAT ARE NOT SHOWN ON THe DRAWINGS, SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS OR WALLS UNLESS SPECIFICALLY DETAILED ON THe STRUCTURAL DRAWINGS. 16. NO PIPES OR CONDUITS SHALL BE EMBEDDED IN THe STRUCTURAL CONCRETE UNLESS SPECIFICALLY SHOWN ON THe STRUCTURAL DRAWINGS. 17. ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT PADS SHALL BE REINFORCED W~TH AT LEAST (1) LAYER OF 6 X 6 W 4 X 4 WWF. CONCRETE ANCHORS 1. CONCRETE EPOXY ANCHORS SHALL BE MANUFACTURED BY HILTI, INC., TELEPHONE (800) 879-8000 OR AN APPROVED EQUAL AND INSTA[LLED AS PER THE MANUFAC~JRER'S INSTRUCTIONS. 2. CONCRETE EXPANSION ANCHORS SHALL BE MANUFACTHRED 8Y HIL'TI. INC., TELEPHONE (BO0) 079-8000 OR AN APPROVED EQUAL AND INSTA[LLED AS PER THe MANUFACTURER'S INSTRUCTIONS. S. ALL FASTENERS IN EXTERIOR WALLS SHALL BE STAINLESS STEEL. MASONRY ANCHORS 1. MASONRY ANCHORS SHALL BE EPOXY TYPE ONLY AND MANUPACT~RED BY HILT], INC., TELEPHONE (BO0) 879-8000 OR AN APPROVED EQUAL AND INSTA[LLED AS PER THe MANUFACTURER'S INSTRUCTIONS. 2. ALL FASTENERS IN EXTERIOR WALLS SHALL BE STAINLESS STEEL. STRUCTURAL STEEL 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO ~Hl= AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESION AND The AISC CODE OF STANDARD PRACTICE, LATEST EDITIONS. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THe FOLLOWING ASTHI SPEDIRCATIONS: A. ASTH A36 EXCEPT WHERE OTHERWISE INDICATED. B. STRUCTUBAL STEEL FOR TUBES SHALL BB ASTM A500 CRADle B. SIMPLE SHEAR BOL~D CONNECTIONS OF SEAMS OR OIRDERS ARE TO BE MADE WITH A325-X BIOH STRENGTR BOLTS (~"~ MIN,) IN BEARING ~P(PE CONNECTIONS W~TH THE TRREABS EXCLUDED FROM The SHEAR PLANE, U.O.N AND INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTUJNAL JOINTS USING AST~ A325 OR AZ~90 BOLTS." HOLES FOR ~"¢ BOLTS SHALL RE '~6"~ U,O.N. ANCHOR BOLTS SHALL BE OF ABB OR A~O7 STEEL. 5. SHEAR CONNECTIONS SHALL BE STANDARD AiSC FRAMED BEAM CO~NNECTIONS DESIGNED TO RESIST ONE HALF (Y2) OF THe TABULATED APPLIED L~NIEDNM LOAD CAPACITY OF THe BEAM FOR THe RESPECTIVE SPAR. THE EFFECT' OF CONCENTRATED LOADS NEAR AN END CONNECTION SHALL BE CONSIDERED. THe MIINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2), 6. "MC" ON PLANS INDICATES A MOMENT OONNEC~ON WHICH SHALL ~EVELOP THe FULL MOMENT AND SHEAR CAPACITY Of THe MEMBER. 7. WELSING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL. CONFORM TO THE AWS "CODE FOB ABC AND GAS WELDING IN BUILDING CONSTRUCTIO)N," LATEST EDITION. B. WELDING ELECTRODES SHALL CONFORM TO THe LATEST AWS SPEDJFIICATION FOR ~OXX FOR NEW STEEL. 9. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS TRAN Y~". 10. CUTS, HOLES, COPES, ETC., REQUIRED FOR The WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. GAS OR ARC CU771NG OF NEW OR EXISTING SECTIONS OR BURNING OF HOLES IS NOT ALLOWED. ALL NEW HOLES MADE IN NEW OR EXISTING STEEL ARE TO BE DRILLED. 11. THE CONTRACTOR SHALL FURNISH All PLATES, CLIP ANGLES, CON[NECTIONS, NAILER HOLES, ETC., REQUIRED FOR THe COMPLE~ON OF THe STRUCTHRE INCLUDING TROSE NOT SPECIFICALLY SHOWN ON Tee pLANS. 12. SHOP PAINT ALL STEEL AFTER FABRICATION WITI-I ONE COAT OF A RUST INHIBITING PRIMER THat IS COMPATIBLE WITH THE TOP COAT. AFTrER ERECTION, TOUCH UP WITH THe SAME SHOP PAINT, ALL DAMAGED AREAS IN ~THE SHOP COAT TO PREVENT THe ONSET OF RUSTING. FIELD PAINT AS PER ~RCHITECTURAL DRAWINGS AND SPECIFICATIONS. 10. ALL DUNNAGE STEEL, LINTEL STEEL, AND EXTERIOR STEEL SHALL R~ECEIVE A SHOP COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THe FIELD AS REQUIRED AFTEr ERECTION. IF APPROVED BY OWNER, EOB THe PRIMER COAT USE TEEmeD BRAND NO. 50-3S0 POLY-URA-PRIME, MIN. 2 TO 3 MILS THICK, OR AN ~,PPROVED EQUAL. IF APPROVED BY OWNER, FOR THe TOP COAT USE TEEMED SERIE~ 66 HI BUILD EPOXOUNE 4 TO 6 MILS TRICK, OR AN APPROVED EDUAL. 14. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR TO BE FULLY CURED PRIOR TO EMBEDMENT OF MEMBER. 15. DO NOT PAINT: A. CONTACT AREAS TO BE WELDED OR WITHIN 2" OF FIELD WELDS. B. CONTACT MILLED SURFACES UNDER WASHERS OF FRICTION TYPE OR HIGH STRENOTH BOLTS. 16. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALL~Y SPACED. 17. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. 18. STEEL FABRICATOR MUST SURVEY ALL INTERFACING STRUCTURE FOIR CONFORMANCE WITH DESIGN DRAWINGS PRIOR TO COMMENCEMENT OF WORK. ANY' DISCREPANCIES SHALL BE REPORTED TO THe ARCHITECT AND STRUCTURAL ENGINEER. 10. SHOP AND ERECTION DRAWINGS S~IALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEWIr. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOIP DRAWINGS. SHOP DRAWINGS ARE PREPARED AND USED SY THe C(DNTRACTOR AS INSTRUMENTS TO SEQUENCE HIS WORK AND TO FACILITATE FABRICATION AND ERECTION. REVIEW OF SHOP DRAWINGS SHALL BE FOR GENERAL DJETAIL AND ARRANOEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBIIU~P( FOR DIMENSIONS, PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. UNLESS SPECIFICALLy SHOWN ON THe DRAWINGS ALL CONNECTIONS SHALL IBM DESIGNED AND DETAILED BY THe FABRICATOR. CALCULATIONS AND SHOP DRIAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A NEW YORK STATE PROFEDSIIONAL ENGINEER. ALL CONNECTIONS ARE TO BE DESIGNED FOR SHEAR AND ECCERTRIIClTY. THe APPROVAL OF THe SHOP DRAWINGS BY THE STRUCTURAL ENGIINEER SHALL NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACTF REQUIREMENTS OR RESPONSIBILITIES UNLESS THe CONTRACTOR HAS REQUESTED A DEVIATION IN WRITING, NOLO: PROVIDE A 4"X6" BLANK AREA ON EACH SHEET 3TO ALLOW ROOM FOR SHOP DRAWING APPROVAL STAMP. 20. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OR DAMAGE TO THe FRAMEWORK DUE TO ERECTION FORCES. 21. STEEL ERECTOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD ~WELDING OPERATIONS. FRAMING LUMBER 1. ALL DIMENSION LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE, SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY, SHALL BE KILN DRIED TO A MAXIMUM MOISTURB CONTENT OF 19~,, AND SHALL CONFORM TO THe FOLLOWING SPECIFICATIONS: A. FLOOR JOISTS: DOUGLAS FIR-LARCH NO, 1 Fb=lO00 PSI, E=I,7OG, OOD PSL B. STUDS: DOUGLAS Fir-LARCH STRD GRADE F'c=B50 PSI, E=I,4OO,OOD PSI. C. TIMBER POSTS: DOUGLAS FIR-LARCH NO. 1 F'c--1eDO PSI, E~I,BO0,O00 PSi. 2. ALL ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUSS dOIST MACMILLAN, TELEPHONE (BDO) 628-3997 OR AN APPROVED EQUAL AND SHALL CONFORM TO THe FOLLOWING SPECIFICATIONS: A. BEAMS OR GIRDERS: i, MICROLLAM BEAMS: Fb=2BO0 PSI, E=I,DBD.O00 PSI. ii. PARALLAM BEAMS: Fb=2BO0, E=2,0OO,O00 PSI. B. FLOOR AND ROOF JOISTS: TJI/PRO SERIES. 3. All FLOOR AND ROOF TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH THE STANDARDS OF THE TRUSS PLATE INSTITUTE. ALL LUMBER THat IS EXPOSED TO WEATHER, IN CONTACT WITH OR WITHIN 15" OF EARTR SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. 5. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO The LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION. REFERENCE FASTENING SCHEDULE FOR NAILING REQUIREMENTS. IN ADDITION, THe CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURERS' REQUIREMENTS FOR The INSTALLATION, CONNECTION, STORAGE, ETC. FOR ALL ENOINEEDED LUMBER PRODUCTS. INCLUDING BUT NOT MMI~c~3 TO REQUIREMENTS FOR BEARING LENGTH, NAILING, WEB STIFFENERS, BLOCKING, LOCATIONS AND TYPES OF HOLES AND OPENINGS, ETU. 6. NO LUMBER SHALL BE CUT OR NOTCHED U.O.N. 7, WHERE DIMENSION LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL, SET THESE MEMBERS ~" CLEAR ABOVE THE TOP OF The ENGINEERED LUMBER OR STEEL TO ALLOW FOR SHRINKAGE. S. STUD BEARING WALLS SHALL BE AS SPECIFIED ON THe STRUCTURAL PLANS AND SCHEDULES. 9. USE DOUBLE STUDS AT ENDS OF WALL AND EDGES OF WALL OPENINGS. 10. LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS, 11. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE REQUIRED INSTALL ADDITIONAL STUDS. 12. UNLESS OTHERWISE NOTED, AT The ENDS OF ALL BEAMS, HEADERS, AND GIRDERS~ PROVIDE A BUILT UP OR SOMD POST WHOSE WIDTH IS AT LEAST EQUAL TD Tee WIDTH OF THe MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS EQUAL TO THe DEPTH OF Tee WALL. 13. PROVIDE AN ADDITIONAL JOIST UNDER PARALLEL, NON-LOAD BEARING PARTITIONS WHEN THe PARTITION LENGTH EXCEEDS ONE HALF (~) OF THe JOIST SPAN. 1~. PROVIDE ADDITIONAL ERAM[NO AROUND FLOOR OPENINGS AS SHOWN ON THe STRUCTURAL PLANS, WHEN THe WIDTR OF Tee OPENING EXCEEDS THe TYPICAL JOIST SPACING. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE ADDITIONAL FRAMING IS NOT INDICATED. 15. BRIDGING, BLOCKING, AND CROSS BRACING OF THe TYPE AND SPACING INDICATED ON THe STRUCTURAL PLANS SHALL SE INSTALLED BEFORE LOADING. JOIST BRIDGING SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 7' O.D. ALONG THE LENGTR OE THe JOIST SPAN. PLYWOOD SHEATHING 1, PLYWOOD SHEATHING SHALL SE GRADE STAMPED FOR THe SEEClEED SPAN, SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THe FOLLOWING THICKNESSES: A. FLOORS:~" B. ROOFS:~" C. WALLS:Yz" 2. ALL PLYWOOD SHEATHING SHALL BE 40/20 APA RATED, EXPOSURE 1. S. INDEX STAMP SHALL BE VISIBLE BN ALL SHEETS, ALL PLYWOOD SHALL BE GLUED TO Tee FLOOR JOISTS USING APA APPROVED ELASTOMERIC CONSTRUCTION ADHESIVE SUCH AS B.F. GOODRICH PLfDO OR AN APPROVED EQUAL AND NAILED USING THe PROPER FASTENERS AND SPACING AS INDICATED IN THe NAILING SCHEDULE. ~MBER CONNECTORS 1. ALL JOIST HANGERS, FRAMING ANCHORS, FTC. SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CO., INC., TELEPHONE (000) 999-5099 OR AN APPROVED EQUAL. 2. DETAILS OF JOIST H~NGERS, FRAMINO ANCHORS, ETD. SHALL BE INSTALLED AS SPEDIFJED ON THE STRUCTURAL PLANS AND SCHEDULES AND IN ACCORDANCE WITH THe MANUFACTIJRER'6 INSTRUCTIONS. STRUCTURAL INSPECTIONS 1. STRUCTURAL INSPECTIONS REQUIRED BY LOCAL BUILDING CODE SHALL BE PERFORMED BY A QUALIFIED TESTINO AGENCY RETAINED BY THE OWNER AND AT NO COST TO THe CONTRACTOR, FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (ADAPTED FROM THE WOOD FRAME CONSTRUCTION MANUAL- 2001 EDITION, TABLE 3.1 NAIUNO SCHEDULE) NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS SPACING ROOF FRAMING RAFTER/TRUSS TO TOP PLATE ~TOE NAILE~; LAT. CONN.,) B-Sd (4) 6-10d (4) PER RAFTER RAFTER/I~USS TO TOP PLATE (UPUFT CONNECTION) SEE TABLE A SEE TABLE A PER RAFTER CEILING JOIST TO TOP PLATE (TOE NAILED) 6-8d (4) 6-10d (4) PER JOIST CEILING dOIST TO PARALLEL RAFTER (FACE NAILED) ARB 23-16d (5) 23-40d (5) EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) ROOF SLOPE 14' < m < 22' CEiLiNG JOIST TO PARALLEL RAFTER (FACE NAILED) AND 14-16d (5) 14-40d (5) EACH Lap CEILING JOIST LAPS OVEN PARTITIONS (FACE NAILED) ROOF SLOPE 23' < rn < 45' RAFTER BEARING ON TOP OF RIDGE (TOE NAILED) ¢-8d 4-10d PER RAFTer RAFTER TO RIDGE (UPLIFT CONNECTION) SEE TABLE A SEE TABLE A PER RAFTER BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EAOM END RIM BOARD TO Rafter (ENO NAILED) 2-16d B-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (EAOE NAILED) 2-16d (1) 2-16d (1) PER FOOT TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOINTS-EACH SIDE STUD TO STUD (FACE NAILED) 2-16d 2-lSd 24" O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.O. ALONG EDGE~ TOP OR BOTTOM pLATE TO STUD (END NAILED, LAteral B-16d 3-40d Per STUD WALL HEIGHT UP TO lz~' TOP OR BOTTOM PLATE TO STUD (END NNLEB, LATERAL 5-16d 5-AOd PER STUD WALL HEICHT UP TO 20' TOP OR BOTTOM PLATE TO STUD (UPLFT) SEE TABLE A SEE TABLE A PER STUD BOTFOM PLATE TO FLOOR JOIST, RANDJOIST, 2-16d (1,2) 2-16d (1,2) PER FOOT ENDJOIST OR BLOCKING (FACE NAILED, LATERAL) BOT[OM PLATE TO FEOOR JOIST, BANDJOIST, SEE TABLE A SEE TABLE A PER STUD ENDJOIST OR BLOOKING (UPLIFT) FLOOR FRAMING JOIST TO STILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd ~-lOd PER JOIST BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO JOIST (TOE NAILED) 2-Bd 2-10d EACH END BLOCKING TO S~LL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE NAILED) B-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) S-8d B-lOd PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER dOIST BAND JOiST TO SILL OR TOP PLATE (TOE NAILED) 2-16d (1) S-16d PER FOOT FOUNDATION SILL PLATE TO CONCRETE FOUNDATION (INTERIOR ZONE) 5/B" A36 ANCHOR BOLTS W/3" SQ. WASHERS I 26" O.O SILL PLATE TO CONCRETE FOUNDATION (B' END ZONE) 5/8" A36 ANCHOR BOLTS W/5" SQ. WASHERS 22" O.C ROOF SHEATHING STRUCTURAL PANELS (INTERIOR ZONE) 8d 1Od 6" EDGE/12" FIELD STRUCTURAL PANELS (4' FROM PERIMETER ROOF EDGE) Bd 1Od A" EDGE/&" FIELD DIAGONAL BOARD SHEATHING 1"x6" OR l"x8" 2-8d 2-10d PER SUPPORT DIAGONAL BOARD SHEATHING 1"x10" OR WIDER 3-8d 3-10d PER SUPPORT CEILING SHEATHING GYPSUM WA BOARD I COOLERS I COOLERS EDGE/lC" ELD WALL SHEATHING STRUGTURAL RANELS Bd 1Od 6" EROE/12" FIELD FIBERBOARD PANELS 7/1B" Bd (S) -- 3" EDOE/6" FIELD FIBERBOABB PANELS 2B/32" 6d (3) --- S" EDGE/6" FIELD GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/lO" FIELD HARDBOARD 8d Bd B" EDGE/12" FIELD PARTICLEBOARD PANELS 8d Bd (SEE MANUFACTURER) DIAGONAL BOARD SHEATHING 1'x6" OR 1"x8" 2-8d 2-10d PER SUPPORT DIAGONAL 80ARD SHEATHING 1'x10" OR WIDER 3-8d S-lOd PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS 8d 1Od 6" EDBE/12" FIELD STRUCTURAL PANELS GREATEr THAN 1" 1Od 16d 6" EDGE/8" FIELD DIAGONAL BOARD SHEATHING 1'x6" OR 1"x8" 2-8d 2-10d PER SMPPONT DIAGONAL BOARD SHEATHING 1"x10" OR WIDER 3-8d 3-10d PER SUPPORT NOTES: 1. NAILING SCHEDULES ARE BASED ON WALL SHEATHINO NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NA[MMO REQUIREMENTS FOR STRUCTURAL MEMBERS SHALE BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SNEAR PLATES, SHALL BE USED TO MAINTAIN TBE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THe TABULATED NUMBER OF NAILS SHALL BE PERMITrED TO BE REDUCED TO 1-16d NAIL PER FOOT. S. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITrED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 4. WHEN CEIUNG JOISTS ARE INSTALLED PARALLEL TO RAFTERS, The SUM OF THE TOENAILS IN TBE RAFTER AND CEILING JOIST SHALL EQUAL THE TABULATED NUMBER OF NAILS REQUIRED. 5. REEL JOINT CONNECTION NOT REQUIRED AS SHOWN WHEN RIDGE IS SUPPORTED ON LOAD BEARING WALL, RIDGE BEAM OR HEADER DESIGNED TO RESIST TRE APPLIED LOADS. PROVIDE A MINIMUM OF 4-16d COMMON NAILS OR 4-40d BOX NAILS. 6. FASTENER REOUIBEMERTS SHALL BE AS INDICATED IN THIS TABLE UNLESS OTHERWISE NOTED IN THE STRUCTURAL DRAWINGS, 7. THIS TABLE FOLLOWS TRB PRESCRIPTIVE DESIGN AS BET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL, 2001 EDITION. IN ADDITION TO The PRESCRIPTIVE DESIGN, ADDITIONAL CONNECTION REQUIREMENTS ARE INDICATED AND REFERENCED WITHIN THIS TABLE. ALL MATERIALS OR JOINTS INDICATED IN THIS TABLE MAY NOT NECEDSAR[LY BE UTILIZED iN THIS PROJECT. GENERal NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULA~ONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN ~JS DRA~N1NG ARE l~lE PROPERTY OF AND O~IED BY ANCHOR CONSULTING, P.C. WHETRER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AMD PRODUCED FOR Tee SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE 0 F THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPOPJ~TION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTRM PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING arch~ects + engineers ....................... .................... Hrllll 19 Murroy Street 4th Boor New york, NY 10007-2240 www.on chorconsuHin g.com t. 212.267.g385 f. 212.267.6790 NOT FOR CONSTRUCTION ISSUE: 01 06.25.05 DOB Filing Anavi Residence Pipes Cove 03056.00 PROJECT & CUENT INFORMATION: SCALE: NO Scale DATE: 06.22.05 DPJ~WN BY: FILE NAME: Structural Notes DRAWING NAME: S.O01 DRAWING NUMBER: SYMBOLS LEGEND . W-Shope NEW STEEL BEAM OR GIRDER NEW WOOD BEAM OR GIRDER JOIST SPAN OR TRUSS SPAN 0 / RAFTER SPAN (SLOPED) MC MOMENT CONNECTION LINE OF FOOTING SHEET NOTES 1. DO NOT SCALE FROM THESE DRAWINDS. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 2, WHERE NOT SPECIFICALLY SHOWN ON PLANS. PROVIDE DOUBLED UP HEADERS, TRIMMERS, VALLEYS, HEADERS. DfC. FOR ALL DORMER OPENINGS AND FRAMING. 3, WHERE NOT SPECIFICALLY SHOWN ON PLANS. PROVIDE DOUBLED UP HEADERS, TRIMMERS, FOR ALL FLOOR OPENINGS. 4-. FOR COLUMNS NOT SPECIFIOALLY SHOWN ON PLANS. PROVIDE A MINIMUM OF (3)-2x0 BUILT UP SECTION AT EXTERIOR WALLS AND (;5)-2x4. BUILT UP SECTION AT INTERIOR WALLS BUT NOT LESS THAN REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER. 5. FOR ABDITIORAL NOTES, SEE 5001. LOAD SCHEDULE LEVEL ROOF FLOOR & BATHS DECNS MAIN STRUCTURE S 10 10 15 CEiL[NO, MECH.. INSUL 5 S 5 N.A. ROOF/FLOOR FINISH 2 5 20 N.A, TOTAL DEAD LOAD 15 20 35 15 LIVE LOAD/SNOW LOAD 30 4-0 4-0 40 TOTAL LOAD 45 60 75 55 NOTES: 1, ALL LOADS IN PBF, 2. WINO LOAD ON MAIN STRUCTURAL FRAME = 20 PSF. ;5. WINO LOAD ON CL~OOINO AND COMPONENTS = SD PSF. 4. TL (TOTAL LOAD) OEFLEC~ON = L/240. 5. LL (LIVE LOAD) DEFLECTION = L/;560. 6. FOR JOIST SPANS OVER 2D'. LL DEFLECTION = L/4SO, .... "~ q r .._c , 1 r-..... q I '-- I r ....... -- ...... II I I I I ~- FJ L3~BE~J FJ L~ I I I I I I I I I [2'-6" wP. I I I 'o¢~E~ I I I I I I ' ' I I I I '~ .~. I I ~'1 L._J ,1 I 3 1/2" x B 1/2'~< I I j OJ' ~x-'j - - !~ I I '-2" I I J J ~- , ~- \ FOUNDAqON AT J J CHIMNEY ABOVE J--' --q I . I J §" SLAB ON ORAVEL J I ,~ 24" x 2¢" SPBEAg ~x J J I I J J J 0 1/2" TJI 200 @12" O.C, J ]I/m g 1/S" TJI 2;5O @~2" O,C. 9 1/2" rJl 2;50 @12" O.C, J ~ J Il II '/ e ~/~" fJI 2~0 ~2" D.C. /~ ~ '~ I I I I I F --I I I I I L J I---1 I I I I I I i----i , L _J I I I I I !'l ~p" I I L._l I I I II I ', I I ' I I r J / BEAM POCKET / BEAM POCKET I J JV~ ELEV: -16.25'/ ELEV: -L25' J I I r--- I-~ ~-'-1 J L -- =- I '~c .... '~ ........ I I I L .... J b .... J 82'-0" SPRE/~) FOOI1NG o.F.O..UN.D,A.T. ION AND FIRST FLOOR FRAMING (SHOWN ON ARCHITECTURAL FOUNDATION PLAN) ALL DRAV~NGS~ SPECIFICA~ONS. PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAIMNG ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED GR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE NSE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WPJllEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING .................... IIIH illllll~lllllllllll~I 19 Murray Street 4-~h Floor New York, NY 100D7-2240 www, anchorconsulting.com 212.267.9385 212-267.6795 NOT FOR CONSTRUCTION ISSUE: 01 06.23.05 DOB Filing SSl~ SEAL: Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1LO" DATE: 06.22.05 DRAWN BY: FILE NAME: Foundation and First Floor Framing DRAWING NAME: S.101 SYMBOLS LEGEND . W-ShoRe NEW STEEL BEAM DR GIRDER WOOD BEAM OR GIRDER JOIST SPAN OR ,TRUSS SPAN O / RAFTER SPAN (SLOPED) MOMENT CONNECTION LINE OF FOOTING SHEET NOTES 1. DO NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND ELEVA~ONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 2. WHERE NOT SPECIFICALLy SHOWN ON PLANS, PROVIDE DOUBLED UP HEADERS, TRIMMERS, VALLEYS, HEADERS, ETC, FOR ALL DORMER OPENINGS AND FRAMING. 3. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP HEADERS~ TRIMMERS, FOR ALL FLOOR OPENINGS, 4. FOR COLUMNS NOT SPECJPICALLY SHOWN ON PLANS, PROVIDE A MINIMUM OF ($)-2x§ BUILT UP SECTION AT EXTERIOR WALLS AND (3)-2xA BUILT UP SECTION AT INTERIOR WALLS BUT NOT LESS ~AN REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER. 5. FOR ADDITIONAL NOTES, SEE LOAD SCHEDULE ~(P(CAL KITCHENS LEVEL ROOF FLOOR ~ BATHS DECKS MAIN STRUCTURE 8 10 10 15 CEIUNG, MECH., INSUL 5 B 5 N.~ ROOF/FLOOR FINISH 2 5 20 N.A. TOTAL DEAD LOAD 15 20 35 15 LIVE LOAD/SNOW LOAD 30 40 40 40 TOTAL LOAD z~5 80 75 RS NOTES: 1. ALL LOADS IN PSF. 2. WIND LOAD ON MAiN STRUCTURAL FRAME = 20 PGE 3, WIND LOAD ON CLADDIND AND COMPONENTS = 30 PSF. 4. TL (TOTAL LOAD) DEFLECTION = L/240, 5. LL (LIVE LOAD) DEFLECTION = L/360. 6. FOR JOIST SPANS OVER 20', LL DEFLECTION = L/480, STUDY 1/2" rJI 230 @ 16" D.C. GARAGE MECH RM. HALL (~SECO.N.D.FLOOR FRAMING (SHOWN ON ARCHITECTURAL FIRST FLOOR PLAN) JACUZZI x3 1/2" x 7 1/4" PSL BATH 16" O.C. llVlt ROOM PC 9 1/2" PSL PANTRY KEF KI~EN WlAXSS I MICROWAVE GENERAL NOTE: ALL DRAWINGS, SPECIRCATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMEMIS AND DESIGNS REPRESENTED OR REFERRED TO IN THiS DRAWING ARE THE PROPERTY OF AMD OWNED SY ANCHOR CONSUL'DNG~ P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY INERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY DE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON~ FIRM OR CORPORATION Foe ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRI1TEN PERMISSION AND DIRECTION OF ANCHOR CONSULTING, P.C. ANCHOR CONSULTING architects+engineers ,,,,,,,,,,,,,,, ......... 19 Murrcy Street 4th Floor New York, NY 10007--2240 www.onch orconsulHng.com t. :[12-267.9385 f. 212.267.6795 NOT FOR CONSTRUCTION ~:ISSUE: 01 06.2,3.05 SEAL: Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1'-0" DATE: 06.22.05 DRAWN BY: FILE NAME: Second Floor Framing Plan DRAWING NAME: S.102 DRAWING NUMBER: SYMBOLS LEGEND W-Shape NEW STEEL BEAM OR GIRDER NEW WOOD BEAM OR GIRDER JOIST SPAN OR TRUSS SPAN RAFTER SPAN (SLOPED) MC MOMENT CONNECTION LINE OF FOOTING SHEET NOTES 1. DO NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 2. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP HEADERS, TRIMMERS, VALLEYS, HEADERS, ETC. FOR ALL DORMER OPENINGS AND FRAMINg. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP HEADERS, TRIMMERS, FOR ALL FLOOR OPENINGS. 4. FOR COLUMNS NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE A MINIMUM OF (B)-2×6 BUILT UP SECTION AT EXTERIOR WALLS AND (3}-2x4 BUILT UP SECTION AT iNTERIOR WALLS BUT NOT LESS THAN REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER. 5. FOR ADDITIONAL NOTES, SEE S001. LOAD SCHEDULE ~I'P]CAL KITCHENS LEVEL ROOF FLOOR ~z BATHS DECKS MAIN STRUCTURE 8 10 10 15 CEIUNG, MECH., INSUL 5 5 5 N.A. ROOF/FLOOR FINISH 2 5 20 N.A. TOTAL DEAD LOAD 15 20 35 15 LIVE LOAD/SNOW LOAD 50 40 40 40 TOTAL LOAD 45 6D 75 55 NOTES: 1. ALL LOADS IN PSF. 2. WiND LOAD ON MAIN STRUCTURAL FRAME = BO PSF. 5. WIND LOAD ON CLADDING AND COMPONENTS = 50 PSE. 4. TL (TOTAL LOAD) DEFLECTION = L/S40. 5. LL (LIVE LOAD) DEFLECTION = L/3DO. 6. FOR JOIST SPANS OVER 20', LL DEFLECTION = L/Z~BO. BOYS' BEDROOM BOYS' HALL (~R,.O. OF .F.R. AMING PLAN (SHOWN ON ARCHITECURAL SECOND FLOOR PLAN 1/4 = 1-0 HIGH 1/4' UL MASTER BI: )ROOM CLOSET GENERAL NOTE: ALL DRAWINGS, SPECIFICAWOMS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONSULTING, P.C. WHETHER TRE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED~ EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THiS PROJECT AND NONE OF THE ABOVE MAY SE DISCLOSED OR GIVEN TO OR USED BY AMY PERSON, FIRM OR CORPORATION FOR ANt' USE OR PURPOSE WHATSOEVER iNCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ANCHOR CONSUL~ING~ P.C. ANCHOR CONSULTING 19 Murray Streel' 4th Roor New York, NY 10007--2240 E 212.267.958§ E 212.267.6795 NOT FOR CONSTRUCTION ISSUE: 01 06.25.05 SEAL: Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = 1LO'' DATE: 06.22.05 DRAWN DY: FILE NAME: Roof Framing Plan DRAWING NAME: S.103 DRAWING NUMBER: REFERENCE TABLE A,FOR ANCHOR BOLT SIZE AND BBACINB AT TOP OF STEM AND SHELF LOCAIlONS, MOISTUBE BARRIER BErWE~N UNTREATED WOOD AND FOUNDATION. REFBRENCE ARCHr~CTURRLS. -- FOUNDATION WALL, FOOTING FLOOR JOIST 4" SHETE REINFORCEMENT: #5 BARS Q 12" D.C. LAp 25" TO MAIN BARS HDRIZO~AL: 2-#5 BARS VERTICAb #5 BAB@ 12" O.C. HORIZONTAb aB Q 12" O.C. 10" S' CLEAR NOTE: REFERENCE ARCHITECTURAL DRAWINGS FOR WATERPROOFING, INSULATION, FINISHES, ETC. Typical Foundation Section COLUMN, FOOTING, STIFFENER __ ;IMPSON LBC3.5-3.5 BABE PLATE (STE PLAN) OVER -- 1" NON-SHRINK RROUT PAD, ~"¢ HILTI KWIK BOLT II EMBEOMEEF, CLEAR 3" CLBAI SEE PLAN Typical Interior Spread Footing SEE PEAN FOR ?pi al 1 =1-0 SIMPSON RAFTER/RIDGE SEE TABIF A BELOW. SIMPSON RAFTER/TOP PLATE TIE. SEE TABLE A BELOW.- FLOOR JOIST SIMPSON RAFTER/STUD TIE. SEE TABLE A BELOW.- PROVIDE ADDITIONAL NAILS AS REQUIRED TO PREVENT BUCKLING OF STRAP· SIMPSON SfUD/STUD TIE. SEE TABLE A BELOW. FLOOR JOIST SIMPSON STUD/RIM JOIST, SEE TABLE A BELOW.~ SIMPSON RIM JOIST/ SILL PLATE. SEE TABLE A BELOW. TABLE A - WIND FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (USING SIMPSON STRONG-TIE HIGH WlNB CONNECTORS) CONNECTOR # OF NAILS # OF NAILS JOINT DES(CRIPTION MOBEL NUMBER TO MEMBER A TO MEMBER B SPACING ROOF FRAMING RAFTER/TRUSS TO DOUBLE TOP PLATE H8 RAFTER:5-1Odxl.5" PLATES:5-1Odxl.5" PER RAFTER/~TRUSS RAFTER/TRUSS DIRECTLY TO STUB ! LTS12 RAFTER:6-1Odxl.5" STUD:6-1Odxl.5" PER RAFTER/TRUSS RAFTER TO R~DGE LTSl2 RAFTER:6-1Odxl.5" RIDGE:6-1Odxl.5" PER RAFTER WALL FRAMING DOUBLE TOP PLATES TO STUD I (2)-H2,WA PLATES:ID-8d STUD:lO-Md EVERY OTHER STUD STUD TO STUD (SPANNING FLOOR FRAMINO) LSTAS6 STUD:7-10d (1) STUD:7-10d (1) EVERY OTHER STUD STUD TO BANDJOIST, EMDJOIST LSTA24 STUD:7-1Odxl.5" BAND:7-1Odxl.5" EVERY OTHER STUD OR BLOCKING FOUNDATION STUD TO SILL OR BOSTOM PLATE (2)-SPI PLATE:~-IOd STUD:6-10d EVERY OTHER STUD BANDJOIST, ENDJOIST OR BLOCKING LTP~, BAND:6-Gd x 1.5" PLATE:6-Gd x 1,5" 24" O.C. TO SILL PLATE SILL PLATE TO FOUNOATION (INT. ZONE) 1/2" AW6 ANCHOR BOLTS W/5" SQ. WASHERS 24." O.C. SILL PLATE TO FOUNDATION (8' END ZONE) 1/2" A36 ANCHOR .BOLTS W/3" SQ. WASHERS 2¢" O.C. NOTES: 1. PROVIDE ADDITONAL NAILS TO BANDJOIST, ENDJDIST OR BLOCKING TO PREVENT BUCKLING OF STRAP. 2. STRAPS TO ALIGN ALONG SANE STUD UNES FROM FOUNDATION SILL PLATE TO RAVE TOP PLATE IN ORDER TO MAINTAIN LOAD PATH CONTINUI~(. Wind Uplift Connections 3/4" PL"~NOOD SHEATHING EVERY JOIST BAY NOTE: BRIDGING SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 7'-0" O.C. ALONG JOIST SPAN. ~TJI Joist Bridging (~ Slab on Grade Section 4" CONCRETE SLAB WELBEI) WIRE FABRIC 6x6 W2.gxW2.9 CAST IN TOP 1" OF SLAB. 10 MIL VAPOR BARRIER, OVERLAP SBA~S 16', 6" GOMPAG~RR SAND/GRAVEL MIX.RE (se SmUCTRRA NOTES) GENERAL NOTE: ALL DRAW]NG$~ SPECIFICATIONS, PLANS, IOEAQ~ CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF AND OWNED BY ANCHOR CONS ULTING~ P,C. '¢~IETHE R THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED~ EVOLVED, DEVELOPED AND PRODUCED FO R 'THE SOLE USE ON AND IN CONNECTION VQTH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSO N, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OlrHER PROJECT, EXCEPT UPON WRITYEQ PERMISSION AND DIRECTION OF ANCHOR CONSUL'rING, P,C. ANCHOR CONSULTING 19 Murray Street Gth Floor New York, NY 10007-224B www. on chorconsulUng.cem E 212.267.9385 f. 212.267.8795 NOT FOR CONSTRUCTION ISSUE: 01 06.2,5.05 DOB Filing SEAL: Anavi Residence Pipes Cove 03056.00 PROJECT & CLIENT INFORMATION: SCALE: AS Shown DATE: 06.22.05 DRAWN BY: FILE NAME: Structural Details DRAWING NAME: S.201 XTURE WATER CLOSET DRYER PLUMBING FIXTURE SCHEDULE REMARKS XTURE AS SPECIFIED ARCHITECT FIXTURE AS SPECIFIED BY ARCHITECT FIXTURE AS SPECIFIED BY ARCHITECT FIXTURE AS SPECIFIED BY ARCHITECT FIXTURE AS SPECIFIED BY ARCHI'~ECT SPECIFIED BY ARCHITECT SYMBOL LiST 3 S/W SOiL OR WASTE PIPING V. VENT PIPING C.W. COLD WATER PIPING H.W, HOT WATER PIPING H.W,R, HOT WATER RETURN PIPING G, GAS PIFING GATE OR BALL VALVE CHECK VALVE CLEANOUT FPHB FROST PROOF HOSE BBB V.B. VACUUM BREAKER NEW CONNECTION (N.C.) CAPPED WC WATER CLOSET BT BATHTUB LAV LAVATORY BK SINK FB FLOOR DRAIN SH SHOWER VTR VENT THRU ROOF DISHWASHER DRAIN -N HOSE IN WALL SINK ABOVE RIM DISHWASHER 1/2" lEE W/OUTLET SIZE TO ACCOMODATE MFR DRNN HOSE DRAIN 11/2"x 2' P-TRAP NOTES: 1. ALL FRllNGS EXPOSED TO VIEW SHALL BE CHROME PLATED, 2. PROVIDE OPENING IN CHASE WALL TO A¢COMODATE CONCEALED DRAIN NOSE. 3, LENQTH OF HOSE SHALL BE SUFFICIENT TO ALLOW FOR DISHWASHER REMOVAL FROM CASEWORK. DETAIL - DISHWASHER DRAIN CONNECTION NO SCALE 3/8~ HANGER ROD HANGER RODS FOR 1 1/4' TD 3 1/8~ PIPE USE 4" 5' '" 5/8' , 6' 5' 3/4" # 8' 18' ~ ~ 7/8~ PIPE SPACER SLI FOR 6' PIPE AN3 FOR PIPES 1' & SMALLER COPPERIZE3 FOR 3IRECT CONTACT HANGERS UN COPPER TUBE OR BRASS PIPE, HANGER AS ABOVE 180°ARC ROD OVER FOR PIPES 1 1/4' TO 15" CALCIUM SILICATE OR POLYURETHANE ON LOWER HALF OF PIPE VAPOR BARRIER SHEET METAL 18 TO 16 GAUGE~MIN, 4' EACH SIDE OF HANGER, PIPING WITH VAPOR BARRIER & COVERING DETAIL OF PIPE HANGERS NOT TO SCALE 4" VTR 11/2' 1 1_Z2"' 21__ 2"1 1 1/2' LAV L~ r .2"II1.4" 11/2' IIx 4,,x"x BOYS BATH 205 1 1/2" F i- ........ 1 1/2"11 ti I I I YF..D - l- 11 I 'h 1 LAV 2 1 SH I/2" 1 1/2' UTILI~( '1 104 .BATH 1 110 11/2" 2" 1 1/2"1 2" BT 4 BATH 209 2" I1 1/2" BT 411 1 GARBAGE -- DISPOSAL 1/2" __Ling SK ROOF SECOND FLOOR /--HOUSE TRAP IN PIT I ll 1/2" I I -- 4" RAJ 2" 4" SANITARY RISER DIAGRAM NOT TO SCALE KITCHEN 108 HOUSE TRAP IN PiT- MIN. 3FT BELOW GRADE FIRST FLOOR SEPTIC TANK~ NOTE: SEPTIC TANK FILED UNDER SEPERATE APPLICATION, SEE FOX-LAND SURVEYING DRAWING 2004-053 EXISTING 'WOOD CONSTI SCREW GALVANIZED HANGER TO JOIST 1" X 1/8" GALVANIZED IRON HANGER (DUCT TO 60" WIDE) SCREW ANGLE RON TO JOIST HANGER ODS PIPE SUPPORT DETAIL (NOT TO SCALE) GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULAIlDNS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE TH E PROPERTY OF AND OWNED BY ANCHOR CONSULTINB~ P.C. WHETHER THE PROJECT FOR WHICH THEY ARE MADE iS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED~ DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH TH)S PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRD'YEN PERMISSION AND DIRECTION OF ANCHOR CONSULTINO~ P.C. ANCHOR CONSULTING architects + engitleers FFFH~ 19 Murroy Street 4th Floor New York, NY 10007-2240 www,~nchorcon suiting,corn t. 212.267.9385 f, 212.267.6795 SEAL: Anavi Residence 1355 Shore Drive 03056.00 Yasmlne Anavi 16 Jay Street, 3rd Floor New ¥orlq NY 10013 f. 212,431.01.4 · 212,267.6795 PROJECT & CLIENT INFORMATION: SCALE: 1/4" = iLO" DATE: 6/13/2005 DRAWN BY: FILE NAME: PLUMBING RISER DRAWING NAME: DIAGRAMS P1 DRAWING NUMBER: