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Home My WebLink About31880-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33728 I~te: 05/21/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1450 WEST LA SOUTHOLD (HOUSE NO,) (STREET) (HAMLET) County Tax }{ap No. 473889 Section 88 Block 6 Lot 18.5 Su]~division Filed Map No. LOt NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2006 pursuant to which Building Permit NO. 31880-Z dated APRIL 4,2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR DECKS AS APPLIED FOR PER ZBA #5789 DATED 12/1/05. ~e certificate is issued to MICR~L ZEVITS of the aforesaid building. ( OWNER ) S~3F~I~K COIR~R~f DEP~T~T OF ~J~TH ~J~PROVAL R10-04-0196 11/28/06 E~-r~ICAL CERTIFICJ%~ NO. 4028772 05/11/09 I~L~ER~ CERTIFICATION DATED 12/06/06 F3kRDy PLUMBING & HEATING Rev. 1/81 Form ~o. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN tlALL 765-1802 APPLICATION FOR CERiIFiCATE OF OCC[ This application must be flll~d in by typewriter or ink and submitted to the Buildiu MAY 7 2009 BLDG. DEPT. A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, s~reeis, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (5-9 form). 3. Approval of electrical installation fi'om Board of Fire Undexwriters. 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 prope~:y showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupan~ is denied, the Building Inspector shall s~at¢ the reasons therefor in writing to the applicant. C. Fees 1. Cenqficat¢ of Occupaucy - New dwelliu§ $25.00, Additions to dwelling $2~.00, Alterations to dw¢llin8 $25-00, Sw/mming pool $2~.00, Ac¢~sory building $25.00, Additions to accessory buildiug $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existiug Building - $100.00 3. Copy ofCaX/ficate ofOccupaucy - $25.00 4, Updated Certificate of Occupancy - $50.00 5. Temporary Certificate ofOecupancy - Residential $15.00, Commercial $15.00 New Construction: ~ Old or Pre-existing Building: (check one) Ho~e No. fi~et O~eror~of~: ~i~h~ / Suffo~ ~ T~ M~ No 1000, S~on ~ Block D ~ Lot I g/ ~ Su~i~siou Heal~ D~t. Ap~oval: Location of Property: Hamlet Filed Map. Lot: Underwriters Approval: Planning Board Approval: Request for: Temporary C~rtificate Fee Submitted: $ Z~~ Final Certificate: (check one~ ~licar~gnatu~e 10:01 RSGC 6~1'~654999 PA~E2 im#l,OJtqG DH,PAi~TMIS)~ t'mr (Ira) ~.!t32 CERTIFICATION I ce~f~ that the 8oldm' used in thc wut~ supply system cm~taim less than ~10 of i %~lcad. JOANN BARONE Notary Public, State Of New York No. 01 BA6087016 Qualified In Suffolk County Commission Expires 02/10/20 U! 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 JIM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY 11944-0038, MICHAEL ZEVITS 1450 WEST LANE SOUTHOLD, NY 11971 Located at 1450 WEST LANE SOUTHOLD, NY 11971 Application Number: 4028772 Section: Block: Lot: Described as a Residential Certificate Number: 4028772 Building Permit:, BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Bascmcnt, First Floor. 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 thellth Day of May, z00g. Appliances and Accessories Air Conditioner Furnace Miscellaneous modular house-rnfg Sun Building System serial #3246 NY State Approval #19-33061 Panels ~ice Disconnect: Sen, icelPhase3w Service Rating200Ampems Wiring And Devices Fixture Outlet Outlet Receptacle Receptacle QTY Rat_._.~e Rating 2 0 Above 1500 I 0 Circuits Type 50 200 Gas cb 6 0 Incandescent 6 0 Fixture 9 0 Gen, Purpose 3 0 GFCl 4 0 Gen, Pu~s/e Continued on Next Page I of 2 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 STRE~-~ ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. MICHAEL ZEVITS PO BOX 38 1450 VVEST LANE GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 Located at 1450 WEST LANE SOUTHOLD, NY 11971 Application Number: 4028772 Certificate Number: 4028772 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of la electrical devices and wiring, described below, located in/on the premises at: la Basement, First Floor, Outside, ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed la 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 la authority having jurisdiction, and found to be in compliance therewith on thell(h Day of May, 20O9. ~ Name QTY Rate Rating Circuits Tvoc i Switch 3 0 Gen. Purpose 2 of 2 lhis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 31880 Z Date APRIL 4, 2006 Permission is hereby granted to: MICHAEL ZEVITS 33 BEAR MOUNTAIN ROAD RINGWOOD,NJ 07456 for : CONSTRUCTION OF A NEW SINGLE F~$4ILY DWELLING PER DEC, TRUSTEE, SCHD AND ZBA APPROVALS (#4507/5789) AS APPLIED FOR WITH FLOOD PERMIT at premises located at 1450 WEST LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 018.005 pursuant to application dated MARCH 31, 2006 and approved by the Building Inspector to expire on OCTOBER 4, 2007. Fee $ 1,188.40 Authorized S~ature Rev. 5/8/02 ORIGINAL James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Holzapf¢l Town Hall 53095 Route 25 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 # 0135C D~¢ July 24, 2006 At THIS CERTIFIES thatthe dwelling, deck, pervious driveway, and sanitary system 1450 West Lane, Southold is The certificate is issued to MICHAEL ZEVITS aforesaid property. Suffolk County Tax Map # 88-6-18.5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/14/05 pursuant to which Trustees Permit #6118 Dated 4/20/05 Amended 12/21/05 Was issued, and conforms to all of the requirements and conditions'of the applicable provisions of law. Thc project for which this certificate is being issued for a dwelling, deck, pervious driveway and sanitary system owner of the Authorized Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION [ ] FRAMING / STRAPPING [.~FINAL /c.~._ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~//~/~ ~~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. ~/~ ~(~ ~ 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ['~/~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHI~INEY [ ] FIRE SAFETY INSPECTION REMARKS: ~/~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . INSPECTION [ ~:OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ./ / INSPECTOR DATE /'7 PROFESSIONAL ENGINEER t725 HOBART ROAD / PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631.7652954. FAX631.6143516 · e-mail: joseph@fischetti.com Date: Reference: April 28, 2006 1450 West Lane Southold Southold Building Dept Main Road PO Box 1179 Southold, NY 11971 Dear Sir, I have inspected the waterproofing for the foundation for the above referenced structure for Michael Zevits. I certify that the waterproofing was installed properly in accordance to code. Joseph Fischetti, P,E, Iq~LD 12~SPE~-~IO~R~PORTI DATE t CO~TS ...................................... ROUG~ F~G & PL~B~G ~SULATION PER N. Y. STA~ E~RGY CODE ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 7//~/ ,20~ Approved '~/~//~ ,20~ Disapproved a/c / Expiration / ~ ,20 ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? BoardofHealth t 4 sets of Building Plans Planning Bo~ approval Survey ~/ Check ~ Septic Form ~ N.Y.S.D.E.C.~/''~ Trustees Contact_: 2~1~" Bml&n~ Inspector MAR q I APPLICATION FOR BUILDING PERMIT Date-- --MOtCE__~h INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issugs a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Buitding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described· The applicant agrees to comply with all applicable laws, ordinances, building code, housing/~ode, and regulatio,~and to admit authorized inspectors on premises and in building for necessary inspections. o, name, ifa co oratio* (M-ailing addreds of applicant~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~C-~r~Cl_e I Ze6\3F~ (As on the ~ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. I ~C)~f,.o H-V Plumbers License No. ~ ~cl ~ -~ Electricians License No. ~(o ~.~-' ~-- Other Trade's License No. Location of land on which proposed work will be done: House ~]umber~ 0~lo "-~C~L&) ~ L~3r\~- ~tzcc~'~ C ~-.~-4 I-~q~ "~x:.t~t Street Hamlet ~.%~j%.~\ ~c~, ~t~ l County Tax Map No. 1000 Section (Z3~)OcD Block 0(.4> ,¢ Lot 0~<~.5- Subdivision k/fi¥.~,l lame) Filed Map No. ·Lo, t ~ ·, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy PC), CC2 c~-k b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~L.?-C). CxD© 5. If dwelling, number of dwelling traits If garage, number of cars M/Pt Fee Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor /,DJ/3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /,,)]F2r 7. Dimensions of existing structures, if any: Front ~" Rear ,~.,~ ---k2 __Depth ~-'~ Height ~-~2~'Dz~.' d' Number of Stories ~/~ Dimensions of same structure with alterations or additions: Front Depth Height 8. Dimensions of entire new construction: Front l.~ O} Height ~- ~' Number of Stories 9. Size of lot: Front J OlD t Rear lO0' *--- Rear Number of Stories Rear t._} O' .Depth 3 ) Depth j~ 7, CIe:/~ (O30~_) 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 X 13. Will lot be re-graded? YES NON/ Will excess fill be removed from premises? YES NO ~< 14. Names of Owner ofpremisesj~gg:xp_j~Addressqgfc~car )nc1. Pcu LPhone No. q ¢8 q~ ~ -1~ N~eofArchitect ~.~ ~t[l~ , ~ ~oaress'~,~ e~ PhoneNo ' N~e of Con,actor '~. ~e~ ~ Address Po ~)~ ~7 Phone No. 6~reen~or ~ 15 a. Is this prope~y within 100 feet ora tidal wetland or a ~eshwater wetl~d? *YES ~ NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this prope~y within 300 feet of a tidal wetl~d? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: ((~N a~me~o~vi~ C'~(~ }/Gl (-~ ~ [~- being duly sworn, deposes and says that (s)he is the applicant ( ' i~ual signing,~tract) above named, (S)Heis the 0q'~"~ l (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swojgn to before me this ~/ t, N_?~ry Public No. 0]~6095328, Suffolk ~u~ Term ~i~s July 7, 20~ 200¢ ~Of~ice Location: Town Annex/First Floor, North Fnrk Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 1,2005 ZB File No. 5789 - MICHAEL ZEVITS Property Location: 1450 West Lane, Southold CTM 88-6-18.5 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 18,097 sq. ft. parcel is vacant land with frontage along two rights-of-way, to the north and Little Peconic Bay Road to the east, and along Little Peconic Bay to the south, all as shown on the February 19, 2003 survey, amended May 26, 2005 by Peconic Surveyors, P.C. The property is also referred to on the Minor Subdivision Map prepared by Otto VanTuyl, L.S. dated March 15, 1971 (Lot 4). BASIS OF APPLICATION: Building Department's June 22, 2005 Notice of Disapproval, amended September 13, 2005, citing Sections 100-239.4B and 100-244 in its denial of an application for a building permit to construct a new single-family dwelling. The reasons stated by the Building Inspector in June 22, 2005 denial is that the new construction will be less than 35 feet from Little Peconic Bay Road and that the setback to the existing wood bulkhead will be less than 75 feet. The September 13, 2005 denial was amended by the Building Inspector adding that the new construction will also not comply with the proposed setback from the right-of-way to the north at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 17, 2005 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 applicants wish to construct a 40 ft. by 31 ft. dwelling plus 6 ft. by 10 ft. covered porch, and 8 ft. by 40 ft. porch/deck as shown on the September 6, 2005 site plan, revised 9/9/05, prepared by Suffolk Environmental Consulting. The setbacks of the proposed two-story frame house are proposed at 11 feet from the easterly lot line, 33 feet from the northerly front entry, 37 feet from the foundation, and 64 feet to the bulkhead, at its closest points, as shown on the September 9, 2005 revised site plan prepared by Suffolk Environmental Consulting, Inc. and shown on construction diagrams, Pages 1 and 2, prepared by Eileen Santora dated 6/29/05. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and ~ersonal inspections, the Board makes the following findings: Page 2 - December 1, 2005 ZB File Ref, 5799 - Michael Zevits'~m'' CTM 86-6-18 55 1. Grant of alternate relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. After viewing the surrounding neighborhood, the grant of a setback at 15 feet from the applicant's lot line along Little Peconic Bay Road is more in keeping with the development in the immediate area. A large portion of the proposed setback to Ihe remaining bulkhead areas will be greater than 75 feet. The homes in this area of preexisting development have existed with setback nonconformities. 2. The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, with a greater setback to the eastedy lot line. The environmental constrainls on the property make il difficult to comply without grant of a dimensional setback variance, even with a proposed location to utilize the higher level of ground on the site. 3. ~'he agernalive variance granted herein is substantial. The relief represents variable reductions, from a minor variance at the southeast corner section of the house from the bulkhead, and 43%+- reduction from the code required 35 ft. easterly fronl selback. This percentage includes the 10 ft. distance from the right-of-way extending along the east side of this lot (which the right-of-way ending al Peconic Bay). 4. The difficulty has been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impacl on the physical or environmental conditions in the neighborhood, 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a proposed 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 Dinizio, seconded by Chairwoman Olive, and duly carried, to DENY the 10 fl. (or I t ft.) setback from Ihe easterly (front) lot line and one foot to the closest edge of the right-of-way easement, and to GRANT alternative relief for a minimum 15 ft. setback from lhe applicant's easterly lot line at its closest point, minimum of 33 feet measured from the northerly (front) Iol line, to the covered porch and 37 feet to the northwest corner section of the proposed dwelling, and to GRANT the a 64 ft. minimum setback for the proposed dwelling measured from the southeast corner section of the dwelling shown on the September 6, 2005 site plan, revised 9/9/05 by Suffolk Environmental Consulting, Inc This action does not authorize or condone any current or future use, setback or other feature of the subject property thai may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Olive (Chairwoman), Odando, Goehringer, Dinizio, and Simon, Resolutior~ WaS d~ly adopled (5-0). ~. ~ _~ .~.~:~ Ruth D. OliYa, Chairwoman 1//~7 /06 Approved for Filing This 04-03-~00~ 14:5~ RICHflRD S~ETT~ ~C INC $317B54~ Pfl~E? (~AR¥ FLA~N£R COUNSELLOR AT 0ctobez 21, 1997 Re: levits - Waiver of Merger Our File # 6168 Dear Mr. Zevits: ~nclose~ plaase find a No~ice from the Board o~ A~eals, along with a Decision approving the Waiver o~ Merger. Let this conflrra ~hat this fi~e way now De considered complete. Also enclosed is my bill ~or legal servicms zen~¢z~- GFO:Imk Enclosures Very truly yours, Michael J. Zevits 2470 Rossett St. For= Lee, New Jersey 0~024 04-~I3-P~B6 14:83 RICHPRD S~:~TTA GC INC 6319654999 PAC. E1 Feb 15 05 'A~PE~BOARD/v55MBERS Gera~d P. Go¢l~Jngcn Chairman Serge Doyen lames Din/zio. Ir. Lydia A. Tortora ~~'~ So uthold Town Hall -., Road ' ~ ~ ~' Sou~old, New York 11971 Telephon~ (516) 765- BOA~ OF APPEALS TOWN OF SOU~OLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF OCTOBER 9, 1997 Appl. #4507 - M. ZEVITS & OTHERS PARCELS: 1000-88-$-18.2i 18.3; 18.4; 18.5 as separate parcels STREET & LOCALITY: 1300 Private Road off Sunset Lane, Main Bayview Road, Southold DATE OF PUBLIC HEARING: October 9, 1997 FINDINGS OF FACT PROPERTY DESCRIPTION/FACTS: The applicant has confirmed that the substandard lots under consideration: a) were created by Planting Board subdivision approval, as shown by the subdivision map signed by the Planning Board Chairman March 16, 1971 approving Lots I, 2, 3 and 4 of variable lot sizes between 14,400+- square feet and 19,400 square feet; b) continue the same original perimeters boundaries of the established lot lines at the time of creation by subdivision approval. c) three lots are vacant and Lot #1 (formerly CTM #18.1) is improved with a single-family dwelling; d) each lot was deeded separately and in different ownership prior to December 26, 1995 when Local Law #23-1995 (lot creation and merger law) was adopted. REQUEST BY APPLICANT: Request for approval of Waiver, or alternatively an Interpretation to determine lots are unmerged as created by- Town Planning Board Subdivision Approval March 18, 1971, which approval was recogn/zed by the town and local agencies until December 26, 1995. BASIS OF APPEAL: Building Inspector's Action of Disapproval dated March 21, 1997 issued on the following grounds: "under Article IIA, · Section 100-23A, the lots in question are located in an R-40 Zone and are non-conforming. These lots have merged as they have been held in commo~ ownership at sometime since July 1, 1983 .... " ~EASONS FOR BOARD ACTIONS, DESCRIBED BELOW: As of December 26, 1995 the new Lot Creation Law replaced former Section 100-31, under the zoning code in effect until Deeembe,' 26, 1995, lo~s on Planning Board approved subdivision maps were pmge 2 - ZBA Appl. #4507 Re; 1.000-88-6-18.2 & ors. (Zevits) October 9, 1997 Regular Meeting recognized as valid lots and received building permits (house constructed about 1967 on Lot #1 of this Minor Subdivision). 1. The waiver will not result in a significant increase in the density of the neighborhood as sho~n on the county tax map and town's building, assessment and parcel records. 2. The waiver will recognize a lot that is consistent with and exceeds the size of lots in the neighborhood. 3. The waiver will recognize the exterior dimensions of previously ereated lot lines because current owner deeded lots to family members and/or other grantees prior to December 1995. 4. The land will not require a change or alteration in contours or slopes, or substantial filling of land. REASONS FOR BOARD ACTION? DESCRIBED BELOW: On Motion by Chairman Goehringer, seconded by Member Dinizio, it was .. RESOLVED, that based on the above, {he Waivers requested are APPROVED (for County Parcel Nos. 18.2;' 18.3; 18.4; and 18.5 as separate parcels). . VOTE OF THE BOARD: AYES: Members Dinizio, Tortora, and Goehringer. Member Doyen of Fishers Island was absent durin~ this vote. This resolution was · / Approved for Fi'ling _'___ _/_ ......... GERA~D P. GOEHI~INGER,/CHAIRMAN Actions.all/88-6-18.2 & more p.5 TO: .FORM NO. 3 NOTICE OF DISAPPROVAL Suffolk Environmental A/C Zevits PO Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated June 21, 2005 For to construct a new single family dwelling at Location of property 1450 West Lane, Southold, NY County Tax Map No. 1000 - Section 8~8 Block6 DATE: June 22, 2005 Lot 18.5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 18,097 square foot parcel in the R-40 District with two front yards, is not permitted pursuant to Article XXVI, Section 100-244, which states that non- conforming lots, measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. Following the proposed construction the single family dwelling will be +/- 11 feet from Little Peconic Bay Rd. In addition, the proposed construction 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 adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed single family dwelling is noted as being +/- 60 feet from the existing wood bulkhead at its closest point. ! A'~'~oriz e~ Sig~atur~fiY~'-~ CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. .FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 22, 2005 AMENDED: September 13, 2005 TO: Suffolk Environmental A/C Zevits PO Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated June 21, 2005 For to construct a new single family dwelling at Location of property 1450 West Lane, Southold, NY County Tax Map No. 1000 - Section 88 Block6 Lot 18.5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 18,097 square foot parcel in the R-40 District with two front yards, is not permitted pursuant to Article XXVI, Section 100-244, which states that non- conforminq lots, measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. Following the proposed construction the single family dwelling will be +/- 11 feet from Little Peconic Bay Rd. and +/- 29 feet from the 50 foot right of way. In addition, the proposed construction 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." The proposed single family dwelling is noted as being +/- 60 feet from the existing wood bulkhead at its closest point. This Notice of Disapproval was amended on September 13~ 2005~ after changes were made to the CC: file, Z.B.A Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. Board Of $outhold Town Trustees SOUTHOLD, NEW YORK SCTM#88-6-18.5 PER IT NO.... ....... C ATE: ._.A.??:. MICHAEL ZEVITS ISSUED TO ........................................... ~ ......................................................................................... tlt rizutinn Pursuant to the nrovisions of Chauler 615 of the Laws of the State of New York, ~893; and Chapter 404 of fha Laws of the · State of New York 1952: and the Southeld To~n Ordinanoe titled ."RE~ULATINO AND THE PLAGIN~ OF OBSTRUO]]OI~IS IN AND ON TOWN WATERS AND PUBLIG LANDS and the REMOVAL OF SAND, ~RAVEL' OR OTHER K4ATERIALS~M LANDS ·UNDER TOWN WATERS;..?. and in accordance wdh 'the Resolution of The Board adopted at a meeting held on ........ ~.~.~1...2.0, · · 250.00 . :~).0.% and in consideration of the sum of ) .......................... pa,a by Michael Zevit s .............. of New Jersey ~7~X~ and subject to the Ter~'"'"*~'""*~*~'i~i~""ii~'l;~'"'"~'"the reverse slde hereof, of Southold Town Trustees autho.ze$ end permds the following. iWetland Permit to construct a single-famil~ dwelling,attached rear porch/deck,pervious dr.iveway;and sanitary system,with the condition drywells are installed to contain the roof run-off,a line of hay bales is placed down prior to const.,and a 25' non- ~11' ;. ~ordence with the defend speciticetions as pre~ented in .~ "' 7%- · ~ -' turf buffer landward of the bulkhead~ ,ti~e ong~nahnq application. and all as deoic~ced on the survey prepared by John T. Metzger last dated i~i!~ESS WHEREOF. The .id Board Of Trustees Kate- by causes its Corporate Se. al ~o be aff~.lxed, anti ~ese ~.resenh to be subscribed by a 'majority of the satd Board .as of th~s date. . ~'~ n Poliw~a,.,~ - · Tnutce~ 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 PERMIT MODIFICATION Denise M. Sheehan Commissioner Mr. Michael Zevits 33 Bear Mountain Road Ringwood, NJ 07456 Re: Zevits property ~/.,/c/o Private Road and Little Peconic Bay Road, Southold SCTM# 1000-88-6-18.5 DEC# 1-4738-03450/00001 Februa~ 8,2006 Dear Mr. Zevits; Your request to modify the above permit has been reviewed pursuant to 6NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: Alteration of the footprint of the proposed house as shown on survey by John T. Metzger, LS last revised 212/06. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written(.._~/~incere_lyO ~pin th ' ermit~/.~~. {/~ ~ /~ ",4ohffWieland~ ~ Deputy Permit Administrator CC file BMHP Suffolk Environmental NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER I EFFECTIVE DATE 1-4738-03450/00001 ] April 4, 2005 FACILITY/PROGRAM NUMBER(S) ~PERM IT EXPIRATION DATE(S) Under the Environmental April 4, 2010 Conservation Law TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Adicle 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT I~SUED TO Michael Zevits TELEPHONE NUMBER (973) 962-1286 ADDRESS OF PERMI'rrEE 33 Bear Mountain Road, Ringwood, NJ 07456 CONTACT PERSON FOR PERMITTED WORK Suffolk Environmental Consulting, P.O. Box 2003, Bridgehampton, NY 11932-2003 NAME AND ADDRESS OF PROJECT/FACILITY TELEPHONE NUMBER (631) 537-5160 Zevits property, Corner of Private Road and Little Peconic COUNTY TOWN Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Bay Road IWATERCOURSE Hog Neck Bay SCTM #1000-8816-18.5 INYTM COORDINATES Construct single family dwelling with associated porch, gravel driveway, sanitary system and 150 linear feet of fencing. All work must be done in accordance with the attached plans stamped NYSDEC approved on 4/4/05. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. J~.~j~land (KPK) ,// I Region 1 Headquarters, Bldg.-40, SUNY, Stony Brook, ,~UTI~RiZED SIGNATURE // |D E I ~,//~ ,/ ~ ~ _~April4,2005 I NY 11790-2356 Page 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 100 linear feet from the tidal wetland boundary. 4. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one (1) week shall be contained by a continuous line of staked hay bales/silt curtain (or other NYSDEC approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 5. All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 6. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 7. A row of staked hay bales or apprevable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas are stabilized with vegetation. 8. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 9. Driveways and parking areas shall be constructed of pervious material. 10. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. DEC PERMIT NUMBER PAGE 2 of 4 1-4738-03450/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES '15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) If future operations by the Staie of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resoumes of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. lo. Ali activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: John T. Metzger last revised on 2/3/05. DEC PERMIT NUMBER PAGE 3 of 4 1-4738-03450/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Itqm A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights prevision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition f: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shal~ previde a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or suppremental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg #40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Pad 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any previsions of the Environmental Conservation Law or regulations of the Depadment related to the permitted activity. OECPERMITNUMI~ER PAGE 4 OF 4 1-4738-03450/00001 · ' ZFt~'H T. TEI~RY TOW~' CLErLK OFFICE OF THE TOWN CLER[( TOWN OF SOUTHOLO THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING FIELD OH AUGUST 2~t, 1993: RESOLVED that the Town Board of the two (2) new forms to be used under tfte Town of Southold hereby adopts Flood Damage Prevent regulations o£~ the Code of the Town of Southold: "Floodplain Oevelopmera? Permit / [FDP(93)], and /'Certificate of Compliance Special Flood Hazard Area B LL, G. OSFT j TOV"',:~ OF SO'LrPtOLD Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION PAGE I o1' 4 FLOODPLAIN DEVELOPMENT PEILMFT APPLICATION This form is to be filled ou{ in duplicate. SECTION l: GENERAL PROV1SIOH$ fAPPLICMT[ Io rcadAnd si~n~ L No work ma)' start until a permit ks issued. 2. The permit may be revoked il' any faBe statement~ are made hcrcia. 3. If revoked, all work must cease until permit b re-L~ued. 4. Dev¢[opmeat ~hall Dot be used or occupied uatll a Certificate ot Compliance ks ksued. 5. The permit will expir~ hr ~o work is commenced within six moatb-s of issuance. 6. Appllcant is hereby informed that other permit~ may be required to fulfdl local, state amd federal regulator'/ requ[rome~t~. ?. Applicant hexeby g~ co~*nt to the Local Admkd~trator or his/her rept~eutadve, to make f*asouabl¢ lnsp~ctlon~ required to verify compliance. 8.I, THE APPLICAlqT, CERTIFY THAT ALL STATEMEHTS HEREIN AND IN ATTACH. M .~N'l~ TO .; (AJ)PLICAbIT'$ SIGNATURE)~ DATE /'71//· ~' . "~! NAME ADDRESS TELePHOnE AJ~ p LICA/,U' BUILDF~ PROJECT LOCA'I~ QH: To amid delay in proce~ing thc ~pptlcadoa, plcue provide coou~ ~omatioa lo ~y idem~ thc projc~ I~dom ProMde ~e ~cel addr~ lot numMr or IcgM d~ptioa (aaa~) ~d, ou~ide ~ ~, Ibe d'~{~ to~en~t~lerscct~groador~U k~o~dm~k Asketch atta~cdlo~ apportion sho~g Ibc projem Io~6oa wo~d bc hclp~ FDP(93} AYPLICA TION ~ PAGE 2 OF 4 DESCRIPTION OF WORK (Check aJl applicable boxes): A. STgJJ£TUR.~J~ DEVELOPMENT C] Addldoo C1 Aheratioa [] Relocation [] Dcm01itloa [] Replacement ~TRUCTURE [] ResideufiaJ (14 Family) [] Residential (More than 4 Family) Naa-residential (FloodprooFmg? [] Yes) [] Combined Utc (Residential & Commercial) CI Manufactured (Mobile) Home (In Manu- factured Home P~rk?. Cl Yes} ESTINIATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: [~ca [] Mining ' [] Drilling E] Grading v'adoa (Except for Structural Development Checked Above) [] Watercourse Alteration (Including Drc, dglng and Channel Modifications [] Drainage Improvements (Including Culver~ Wo~k) CJ Rea4, Stree~ or Bridge Couxtruction [] f¢Ltn,idual Water or Sewer System [5 Other (Please Specify) Aflcr complcliag SECTION Z, APPLICANT shotdd submil farm to Local AcknLaistraror for ~ECTtON 3: FLOODPLAIN DETERMINAT1OH (To bc completed bY LOCAL ADMINrl,.~TRA.TOR}~ Thc proposed dcvclcfflmcnl ix located aa F[I~M Panel No. , Dated The Proposed Development: gl Is ~ located in a Special Flood Hazard Area (Notify the applicant that the. application review L~ complete ~nd NO FLOODPLAIN DEVELOPMENT pERM1T IS REQUFRED). CI Ix Iocatc,d in a Spedal Flood Hazazd Azca. FFRM reno de-dgnation ix 100-Y¢~ flood elevation at thc site b: Ft. HGVD (MSL) iD Unavailable iD Thc proposed development is located ia a floodway FBFM Panel No Dated DATE APPLICATION PAGE 3 OF 4 SECTION ~' A.,....DDITI.~/NAL INFORMATION REf)U RE~g hc c~d by LOC.AL ADMIHISTRATOR] The apphCant must submit thc documents checked below before the appticadon can be processed: A site plan shoMng thc location of MI cxSsting structures, water bodlcs, adjpcent roads, dimeusiona and proposed development. Devclopmcnl plans, drawn to scale, and spedfica6ous, including, where applicable: details I'or anchorbg structures, proposed elevation of Iowesl floor (haduding basement), types of water resistant materials used below thc lust floor, dcta/b of floodproo£mg of utilities located below ~he £u'st floor ;md details of cndos~cs below thc furs( floor. Also, U] SubdDbioa or other development plan~ (If the subdivbion or other development exceeds $0 lots or 5 ac:res, whichever is the lesser, the ~pplicant must provide tOO--year flood elevatiohs if they are not otherwise available). CI Pla~ showing the extent of watercourse relocation and/.or landform altoration*. U1 Top of new fdl elevation Ft. HGVD (MSL)- 0 Floodproo£mg protection level (non-residential only) FI..;INGVD (MSL). For floodproofed structures, 3pplicant must attach certification from registered engineer or UI Certification from a'registercd cngrinccr that the proposed acli~it(in a regulatory floodway will nol result in ant increase in the hclghl of thc 10n-year flood. A copy of all data and cMculatio~ supporting tbia FmdLng must also be submitted. Other: ~EqTI'ION S: PERMIT DETERMIHATION ~I'9 ~c_complctcd bY LOGAL AD/'4. I__U[6q'RA-T~ [ hi, ye determined that the proposed activity:. A. El rs B. [21 Is not in eonfomance with provixions of Local Law ~ . 19 attached to and made part ol- (hlx permit. . The permit is issued subject to the coodifion~ SIOFfED , DATE f BlJ~U~.~chcckcd, thc Local Adminkstrator may issue a Development Permil upon pa~Cm of dcsi~ated l[ D~H i~ chgck~, thc ~I Admimstralor ~1 proGdc a ~illcn summ~ of dcficicnci~. Applier may ~hsc and resubmit an appficati0a to thc ~cal Administrator or may rcqucs{ a bearbg from thc Bo~d of Appeals Conditions O-Ho APPLICATION PAGE 4 OF 4 ~ECI'IOJq 6: A.~-I]UILT EL£¥ATION,,q (To bc submiflcd by APPLICANT before Cerdlkat¢ of Comt~liance b issuedi The following information mnst be provided for project structuse~. ~ sec6ou must be completed blt a registered profe.~sion, al engineer or a licensed land surveyor (or attach a cerOficadon to this application). Complete l or 2 below. Actual (As-Built) Elevation o[ the top of ~he lower floor, bdudlng basement (in Coaflal High Hazard ' Areas, bottom of lowest structural member of the lowest floor, exdudlng pillng and columrt~) ix: ~r. ~VD O~SL). L -, Actual (As-Built) Elevation o£ floodproo£mg protection b FI'. NGVD (MSL). / -? .. '~ / ~ECTIOH 7: COMPLIANCE ACTION (To be completed tgv L~)C,~L ADMINISTRATOR] Thc LOCAI, ADMIHI6~r.~RATOR will complete this sec:lion as applicable bazcd on [n~pcctloo o( dac project to cn~urc comp[iazac¢ w/th thc commuait'y's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIEHCIES/ [] YES ~1 NO DATE BY DEFiCIENCIES7 [] YES Lq NO DATE BY DEFICIENCIEg? CI YES C1 NO ~ECTIO~q 13: GERT'IF CATE OF COMPLIANCE(To be comoleted by LOCAL ADMII~I~TRA'rQ~I Certificate of Compliance issued: DATE: BY: Attac~unent B CERTX?ICKTE~/}F coMpLIANCE for Development in n Spec[~l l'lood Bazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD (4~14-rNI~R MU.%T _rt~T~lN TI41S CERTLFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE; E] NEW BUILDING [] EXISTING' BUILDING [] VACANT LAND TI-IF. LOCAL ADMIHIS'IIOkTOR IS TO COMPLETE A~ OR B, BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH I'I-IE KEQUIREMEHT$ OF LOCAL lAW # ,19 SIGNED: DATED: B, COMPLIANCE I$ HEREBY CERTIFIED WITfl TIlE REQUIILEMEHTS OF LOCAL I~,W # , 19~_, AS MODIFIED BY VARIANCE # .... , DATED_ SIGNED: DATED: GEORGE E, PATAKI January 21, 2005 RANDY A. DANIEL~ Mr. Tom Stephenson Sun Building Systems, Inc. 9 Stauffer Industrial Park Taylor, PA 18517 M 0052-02-06~2 RENEWAL System a, pproval - CONDITIONAL · 1~ Modilication Dear Mr. Stephenson: In reference to yom wrinen requesl dated January 12, 2005, your original _appmv~ dated January 17, 2003 lo construct Factory. Manufactured Detached One-and-Two-Family Dwellings, and Multiple Single-Family Dwell.~ngs (Townhoases) System of Models designated M0052-024~62 0ncludi.rig yo~.~r 1s~ Moniification dated March 1 I, 2004), is hereby renewed as authorized under i 9 N~'C RR 1209: This approval will remain in effee! umil January 17, 2007 unless sooner revoked, and is st~bjec! to renewal therca~eL Buildings manufactured under this approval are limited t0 ins.=altation on sites meeting the following criteria: .... ~'" ' ' 1. The Seismic DeSign Category as determined by geographic location and soil Site Class is limited as follows: 111. Seismic Design Category A, B, C, or DI for Detached One-ami Two-Family Dwellings as demonstrated in accordance with "RCI~S Section R602.10 Braced Walls". In locations where the Seismic Design C~agory is DI, the One and Two-Family Dwellings must also conform to RCNYS Section R301.2.2 Seismic Provisions. lb. Seismic Design Category A, B, C, or DI for Multiple Single-Family Dwellings (Townhouses) as demonstrated in accordance wi~ "RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design Category is C or D1, the Multiple Single-Fa milyDwellings (Townhouses) must also conform to RCNYS Section R301.2.2 Seismic Provisions, 2. Wind design limitations are as follows: Locations where the Basic Wind Speed is less than il0 mph 3 second gust. Compliance may be demonstraled in accordance with "RCNYS Section R602.10 Braced Walls". Exteriorwindows and doors shall be designed to resist the design wind roads specified m Table R301.2(2) adjusted for height and exposure per Table R301.2(3). ~ March 11, 2004 Page 2 2b. Locations where the Basic Wind Speed is no more than 120 mph 3 second gust. Compliance may be demonstrated in accordance with "AF&PA, Wood Frame Construction Mannal for One - and Two-Family Dwellings, 1995 High Wind Edition, Chapter 3 Prescriptive Design". Exterior windows and doors shall be designed to resist the design wind loads specified in Table 11301.2(2) adjusted for height and exposure per Table R301.2(3). Pro~ioas regarding Wind - Borne Debris Regions will be completed on-site by others and is subject to the approval of the local code enfomement official. 3. The ground snow load is not in excess of 85 psf. 4. The discrete models derived from system are restricted to non-electric beating systems only. as determined in the Residential Code of New York State O/CNYS) and/or Bu;:ding Code of [gew York State, an inclnsive volume of the Uniform Fire prevention and Building Code (Uniform Code) incorporated wholly by reference. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1 .The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit se~ is to be sealed and signed by an architect or engineer · registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set 1.1. A set of drawings comprising at a minimum: l.l.lCovar sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, eac. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction Wpe classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: March' 11, 2004 Page 3 - Required and provided light: ventilation, e~ess, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof tress bracing and structural connections I. 1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Nonqypical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to ~em for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system cendifional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. · 5. The Division will conduct quality control review of permil set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Mannfacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval' placed on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E. Piester Director Division of Code Enforcement and Administxation Enclosure cc: Kevin While, TRA & Associates, Inc. File 02-062 Renewal.wpd Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: I:L2005LRESCHECK~F5215-A.rck PROJECT TITLE: 5215-A COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.18 DATE: 07/06/05 DATE OF PLANS: 7-5-05 PROJECT DESCRIPTION: SAETTA - ZEVITZ 3 WEST LAKE DRIVE SHOUTHOLD, NY 11971 DESIGNER/CONTRACTOR: THE BUILDER DEV. CORP. 3 SIMON COURT PO BOX 916 QUOGUE, NY 11959 PROJECT NOTES: SUN BUILDING SYSTEMS COMPLIANCE: Passes Maximum UA = 437 Your Home UA = 385 11.9% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Tress 1243 38.0 0.0 Wall 1: Wood Frame, 16" o.c. 2646 19.0 0.0 Window 1: Vinyl Frame:Doubl~ Pane with Low-E 386 Door 1: Solid 39 Door 2: Glass 80 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 1243 19.0 0.0 Boiler 1: Other (Except Gas-Fired Steam), 80 AFUE 37 128 O.34O 131 0.110 4 0.340 27 58 COMPLIANCE STATEMENT: The proposed buiiding represented in this document is consistent with the building plans, specifications, and other calculations submitled with this pen~it application The proposed systems have been designed to meet the New York State Energy tCoOt;~eebr~:ttioo; h~ s~;;trr ~cnt io~vnl e~ gOde~ ;;~i;ifr, eamn ;~;; ~~ pg~ a~ sO of~Ss;;; iafli Ic~aatSi oS tn;r ~,.peeidnacnodms;lignaendc;h~it~atEhei,st~o~;~e attesting that Builder/Designer ~~g-rtn ~ Date 7/~/~'' REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE: 07/06/05 PROJECT TITLE: 5215-A Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Tress, R-38.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Conmaents: ] No Doors: 1. Door l: Solid, U-factor: O.110 Comments: 2. Door 2: Glass, U-factor: 0.340 Cornments: Floors: 1. Floor 1: All-Wood JoisffTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate ak-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 M.P.H. WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) Date: 7/5/2005 WALL CALL OUT #3 NUMBER WALL LENGTH 40 WINDOW 4 CEILING HEIGHT 8 0 32O DOOR 0 Percentage for opening to wallI 22%I 0 Length of full height sheathing I Minus any wall smaller then the min.(28) Percentage of fu height sheathing window and door information WIDTH HEIGHT SQ, FT TOTAL 38.125 65,25 17.28 69.1C 30.125 37.25 7.79 0.0C 48 66 22.00 0.0£ 75.5 82.5 43.26 0.0£ TOTAL 69.1(~ 24.51FOR TABLE 3.15A 64.7 Yo WALL CALL OUT #4 NUMBER WALL LENGTH 40 WINDOW 4 CEILING HEIGHT 8 0 320 DOOR 0 Percentage for opening to wallI 22%I 0 Length of full height sheathing Minus any wall smaller then the min.(28) Percentage of fu he ght sheath ng window and door information WIDTH HEIGHT SQ. FT TOTAL 38.125 65.25 17.28 69.1( 30.125 37.25 7.79 0.0( 34.5 82.5 19.77 0.0( 33.5 81 18.84 0.0( TOTAL 69.1( 25.31FOR TABLE 3.15A 63.2¥. WALL CALL OUT #C NUMBER WALL LENGTH 31.08 WINDOW 2 CEILING HEIGHT 8 0 248.64 DOOR 0 Percentage for opening to wallI 14%I 0 Length of full height sheathing Minus any wall smaller then the min.(28) Percentage of full height sheath ng window and door information WIDTH HEIGHT SQ. FT TOTAL 38.125 65.25 17.28 34.55 30.125 37.25 7.79 0.0£ 33.5 82.5 19.19 0.0( 75.5 82.5 43.26 0.0(~ TOTAL 34.56 24.71FOR TABLE 3.15B 0~0 79.6¥0 WALL CALL OUT #D NUMBER WALL LENGTH 31.08 WINDOW 2 CEILING HEIGHT 8 0 248.64 DOOR 0 for opening to wall[~'~l 0 Percentage Length of full height sheathing I Minus any wall smaller then the min.(28) Percentage of fu height sheathing window and door information WIDTH HEIGHT SQ. FT TOTAL 30.125 37.25 7.79 15.5c. 75.75 65.25 34.32 0.0C 38.5 82.5 22.06 0.0C 72.75 82.875 41.87 0.0C TOTAL 15.5~ 26.11FOR TABLE 3.15B 83.8% F5215-A-BWP-CALCS 2nd FL-WALL 7/6/2005 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on retum ducts in basements. Duet Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 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. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Ifater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" 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 1.0 Table 2: Minimum Insulation Thickness for HV~tC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Conde~sate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 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 Department Use Only) WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 M.P.H. WINO SPEEO based on Fastest mile (Table R361.2.1.3 page 35) Date: 7~5/2005 WALL CALL OUT #1 WALL LENGTH 40 WINDOW CEILING HEIGHT 9 36O for opening to wall~ DOOR Percentage .ength of full height sheathing 2.0 FOR TABLE 3.15A Minus any wall smaller then the min.(28) 6.7 Percentage of fu heght sheath ng 21.6% window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 0 30.125 37.25 7.79 0.0C 4 38.125 65.25 17.28 69.1( 0 75.75 57.25 30.12 0.0C 2 72 80 40.00 80.0C TOTAL 149.1( WALL CALL OUT #2 WALL LENGTH 40 WINDOW CEILING HEIGHT 9 360 DOOR Percentage for opening to wall~ Length of full height sheathing I 21.01FOR TABLE 3.15A Minus any wall smaller then the min.(28) 1.9 Percentageoffu heghtsheathng 57.3'/oI°~ window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 1 113.5 65.25 51.43 51.4.' 0 75.75 57.25 30.12 0.0C 1 68.5 82.5 39.24 39.24 0 33.5 81.5 18.96 TOTAL 90.67 WALL CALL OUT #A WALL LENGTH 31.08 WINDOW CEILING HEIGHT 9 279.72 DOOR Percentage for opening to wall~ .ength of full height sheathing Minus any wall smaller then the min.(28)! Percentage of full height sheathing window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 2 38.125 65.25 17.28 34.5[ 0 30.125 37.25 7.79 0.0C 0 60 80 33.33 00C 0 75.5 82.5 43.26 0.0C TOTAL 34.5~ 24_.~.7 FOR TABLE 3.15B WALL CALL OUT #B WALL LENGTH 31.08 WINDOW CEILING HEIGHT 9 279.72 DOOR Percentage for opening to wall~ Fireplace R.Q. Length of full height sheathing 71.6 ¥. Minus any wall smaller then the min.(28) 22.3 FOR TABLE 3.15B Percentage of fu he ght sheath ng 0~0 window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 1 75.75 65.25 34.32 343~ 1 30.125 37.25 779 7.7c. 0 34.5 82.5 19.77 0.0£ 0 60 60 2500 00C TOTAL 42.12 F5215-A-BWP-CALCS 1 ST FL-WALL 7/6/2005 WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 Date: 7/5/2005 WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) Sidewall sheathing gable end width of unit 31.08 1 st Floor NAIL PER SPACING ~ WALL CALL OUT # 1 40 Feet 6 IN. ] 3IN. Total length of full sheathing Required for TYPE I 13 I 8 From Table 3.15B pg 131 Adjustment factor Table 3.16 based on 21.6% 1.25 1.25 5H/6 I 9' Ceiling adjustment factor Table 3.15B Note #2 1.000 1.000 Total length of full sheathing Required for TYPE II 16.25 10.00 NOTE: SHEATHING UNDER Length of full height sheathing supplied 1.96 Feet DRYWALL FOR BRACE WALL Hold down capacity per Table 3.15 & 3.16 WALL CALL OUT # 2 40 Feet Total length of full sheathing Required for TYPE I 13 8 From Table 3.15B Adjustment factor Table 3.16 based on s7.3%l 1,33 J 1.33 I 5H/6j pg131 9' Ceiling adjustment factor Table 3,1SB Note #2 1.000 1.000 TotallengthoffullsheathingRequiredfor TYPEIII 15.33 I 10-64 I Length of full height sheathing supplied 21.00 Feet Hold down capacity per Table 3.15 & 3.16 2nd Floor WALL CALL OUT # 3 Total length of full sheathing Required for Adjustment factor Table 3.16 based on Total length of full sheathing Required for Length of full height sheathing supplied WALL CALL OUT # 4 Total length of full sheathing Required for Adjustment factor Table 3.16 based on Total length of full sheathing Required for Length of full height sheathing supplied 40 Feet TYPE I 12 7 From Table 3,15B pg 64.7% 1.22 J 1.22 I 2H/3 j 131 TYPE 14.64 8.54 24.46 Feet 40 Feet TYPEI 12 7 From Table 3,15B pg 63.2% 1.28 I 1.28 I 2H/3 I f31 TYPE 15.36 8.96 25.29 Feet Gable-end sheathing sidewall length of unit 40 1st Floor NAIL PER SPACING WALL CALL OUT # A 31.08 Feet 6 IN. 3IN. Adjustment factor Table 3.16 based on 79.6% 1.00 1.00 2H/3 I Total length of full sheathing Required for TYPE I 28 16 From Table 3.15A pg 132 9' Ceiling adjustment factor Table 3.15B Note #2 I 1.000 1.000 I Tota~ ~ength of full sheathing Required for TYPE 28.00 16 Length of full height sheathing supplied 24,73 Feet Table 3.15 & 3.16 ~ Hold down capacity per TOTAL HOLD DOWN 10380 WALL CALL OUT # B 31.08 Feet Total length of full sheathing Required for TYPE I 28 16 From Table 3,15A pg 132 Adjustment factor Table 3.16 based on 71.6% 1.07 11000'07 HI3 I 9' Ceiling adjustment factor Table 3.15B Note #2 1.000 Total length of fult sheathing Required for TYPE II 29,96 1~.12 Length of fufl height sheathing supplied 22.26 Feet Hold down capacity per Table 3.15 & 3.16 ~ TOTAL HOLD DOWN 10380 2nd Floor WALL CALL OUT # C 31.08 Feet TYPE I 17 11 From Table 3.15A pg 132 Total length of full sheathing Required for TYPE II 1,08 2H/3 I Adjustment factor Table 3,16 based on 79,6% 1.08 Total length of full sheathing Required for 18.36 1.88 Length of full height sheathing supplied 24.73 Feet Hold down capacity per Table 3,15 & 3.16 ~ WALL CALL OUT # D 31 08 Feet TYPE I 17 t 1 From Table 3.15A pg 132 Total tength of full sheathing Required for TYPE II i~ Adjustment factor Table 3.16 based on 83.8% 1.00 1 0 H/3 I Total length of full sheathing Required for 17 Length of full height sheathing supplied 26.06 Feet Hold down capacity Table 3.15 & 3.16 ~ per F5215-A-BWP-CALCS Sheathin9 7/6/2005 HEAT LOSS CALCULATION Totai BTUH loss= 60410.43 _ ~ , Ext. Wall S~: F~t? 2845 6 [xt~ri~ z6 ~g~ Gloss D~r~a~o~Sq. Ft. =!~g.O0 ~ Wall: Component U-values U doo[ (entry} U door (patio) 0026 El~ctr~ ~o~ kick ~ea{~¢; 1500 watt~' ----~ .................. Lin ft ext. wall 34 3 37 3 . 7 5 A~ea walJ (gro~s) 3083 3353 67.1 Area door entry 00 00 00 Area door (patio) 40 0 45 8 00 Are~ window 51 6 689 7 8 Area wall ~3et 2164 2264 594 Area roof 2604 303 5 43 9 Ar~a 5o~r 260.4 3035 43.9 Area total (w+r+f) 829 942 ~5 13 3 14 6 343 309 19 3 12 2 100 9.8 122 159 343 1193 1317 3083 277.9 173.3 109.5 900 .~ _88.5 109.5 142.9 308.3 O0 ~_3~2 O0 O0 00 00 O0 0.0 0.0 .... _00 O0 O0 O0 O0 0 0 0 0 O0 O0 O0 O0 O0 0.0 00 00 687 518 346 O0 78 78 00 34.6 518 119.3 92.4 239,5 226.1 138.7 109,5 82.2 __80.7 109.5 1084 256,4 453 · 2035 2622 2139.. 2729 __~263 483 483 271 ____ 22~3~J_ 2637 453 203.5 262.2 213,9 272,9 26.3 483 48.3 27,1 223,1 263,7 210 539 833 706 719 162 187 185 164 589 836 STANDARD Q value idoor) 14 14 0 0 4 0 0 0 0 0 0 0 0 0 Q value (window) 18 23 3 0 O 23 18 - 12 0 3 3 0 - --'1~-- 18 Q value roof 7 8 I 1 5 7 6 7 __1 1 1 1 6---- 7 Q value (room) 4~ 57 ' 7 7 1~ ' ' 43 35 26 - - ~' 8 8 6 23 38 Transmission 4904' 5660 715 760 ' ~955 4395 3598 Infiltration 2~9 3472 502 518 "-"2328 3000 2447 Total loss 7883 9132 1218 1279 .. 4_28_~_ 7395 6045 CFM required i~ 171 23 24 80 138 113 wattage required 2308 2674 357 374 1254 2165 1770 Hydronic 14 16 3 3 8 13 11 ~ of hvac registers 2 3 1 1 2_ 2 2 Hydronic BB (feet) 15 18 3 3 12 15 13 Elect5c BB (feet) 10 12 2 2 8 10 9 3146 605 835 829 6268 906 1388 1381 117 17 26 1835 265 406 405 8 2 2 2 16 2 3 3 610 __ 27~19 4026 310 2552 3017 920 5271 7042 269 1544 2062 2 7 9 2 9 12 1 2 2 7/6/2005 F5215-A Job TreSS 04G1026A 7DI56-7F 7D Truss L.P. Tyrooe, PA j Truss Type jHINGED MONO BEH18D 2 12-2-3 7.00 ~' Conn. 796(Ib) o-ns 3x7 MH20 8 7 Plate Offsets (X,Y): [2:0-1-12,0-2-0 ,~[3:0-0-11,0~5, 4:9-7-2 5-3-2,17:0-3~),0-2~ LOADING (psf) I SPACING 2-3~ TCLL 38.5 I Pedes increase 1.15 (Ground Snow=55.0) / Lumber increase 1,15 TCDL 10.0 I Rep Stress Incr YES BCLL 0.0 Code IBC2000/ANSI95 BCDL 10,0 LUMBER TOPCHORD 2X4SPFNo.2 *Except' 3~5 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF No.2 *Except* 7-9 2 X 6 SPF No.2 CSI DEFL in (Icc) i/deft Ud PLATES GRIP TC 0.92 Vert(LL) -0.24 7-8 >740 240 MIl20 197/144 BC 0.83 I Vert(TL) ~.48 74 >376 190 MII18 141/138 WB 0.86 H o~z(TL) 0.03 7 n/a n/a (Mat~x) Weight: 80 lb BRACING TOP CHORD Sheathed or 3q)-7 oc pudins, except end ver[icals. [P] BOT CHORD Rigid ceiling direcUy applied or 7-7-10 oc bracing WEBS 2 Rows al 1/3 pLs 2-7 JOINTS 1 Brace at Jt(s): 9 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2474/316, 2-3~1110188, 3-4=-983/93, 4-5=-~37/139, 5~=-317/154, 7-9=-719/485 BOT CHORD 1-8=756/1882, 7-8=-750/1862 WEBS 2-8=0/597, 2-7=-1530/538, 4-9=-796/514 NOTES 1 ) Wind: ASCE 7-98; 12Omph; h=30ft; TCDL=5.0psf; BCDL=5.0psf; Calego~y Il: Exp C; enclosed; C-C Extedor(2); Lumber DOL=1.60 plate grip DOL=l.33. 2) TCLL: ASCE 7-98; Pg= 50.0 psf (ground snow); Pf=38.5 psf (fiat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This Iruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 p~ates unless otherwise indicated. 6) See BEH 18 DETAILS for plate placement. 7) Provisions must be made to prevent lateral movemen~ of hinged member(s) dudng transportation. 8) Afl addibona~ member connecbons shall be provfdad by others for forces as indicated. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 1 and 510 lb uplh't at joint 7. 10) 1/8"H X 3 5/8'W DADO OVER SUPPORT @ JT I~ 11 ) 7/8"H X 1 1/2"W DADO OVER SUPPORT @ JT 7. October 28,2004 Mffek' [l~,~jO ,~-6' I~,~ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER LAND IMP. ~T-R'EET ~ L)f~ 0 F~IL'EAGE ACR. REMARKS TYPE OF BLD. TOTAL DATE FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD TILLABLE WOODLAND MEADOWLAND HOUSE/LOT TOTAL COLOR TRIM M, Bldg. Foundation pc -- --~--~ c 8 Bath Dinette FULL Extension Basement SL^BCR^WLFlOOrS Kit. Extension Ext. Walls Interior Finish L.R. Extension Fire Place Heat D, R Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway __ _- Rooms 1st Floor Garage Driveway Rooms 2nd Floor O.B, Pool ,.,,.,..~.= ...................................... ~ '*~'4~.. shon hereon ~re from field observations OF SECTION 7'~09 OF THE NEW YORK SD4TE EDUC4TION l.~W. ~ ~' ~'~'; / and or from dalo obtained from others. EXCEPT AS PER SECTION X'ZO9 ' $U~DIVI$1ON 2o ALL CERTIFTC4TIOI¢S ~ / ~ ~ BY A~ ~ ALL ~$ UT~ A C~Y ~. s. ~ ~ - ' BRO~T- TO ' DA~ ~ ~T ~ C~ WlTH T~ LA). ~ ~. ~ / AND CONSTRUCTION OF SUBSURFACE SEWAGE ~ DISPOSAL SYSTEMS FOR SINGLE FAMiL V RESIDENCES ~d wifl abide by Ihe condilions sel forlh Iherein one on permit 1o conslrucL TJ~ NO TE~ ~ SUBSURFACE SEWAGE DtSPOSAL ~o~ ~ SYSTEM DESIGN BY' JOSEPH FISCHETTI~ P.E. ~.. ~ HOBART ROAD SOUTHOLD, N.Y. 11971 ~' ~ (631) 765- ~954 ~ .,, \ .TEST HOLE Dark ~rown Jify loom OL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ~INGLE FAMILY RESIDENCE ONLy FOR MAXIMUM OF ~ BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL FINISHED FLOOR 13.5 SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000 - 88 - - 06 - 18.5 AREA = 18,097 sq. ft to tie lines 8town sill OCT.. 7, ~005 3' JAM ~4, 2005 (elevotl~s) SCALE.. 1" = 30' FEB. 19,2003 Io coarse send lo co~se ~ FLOOD ZONES FROM FIRM MAP~ ~03C0169 G MAY 4, 1998 618 ~comc ~o~~~ ELEVATIONS ARE REFERENCED TO N.G.V.D. (G31) 765 - 50Z0 ~5 - 1797 P. O. BOX 90z /230 TRAVELER STREET SOUTHOLD, N.Y. /1971 ' ~ .£*'~. / The Iocalio~.of wells and cesspools ~"'~,/,S',~ ,/' shown hereon are from fi?/d, obser, v. ofions ANY ALTE~T~ ~ ~ TO ~ ~VEY ~ A V~AT~ ~ ' ~, / and or from data oblainea /rom Diners. ~ ~c~ ~o9 ~ ~ ~ Y~ STA~ ~ LAW. ~ '~'/ / ~T AS P~ ~CT~ 7~09 - ~ E. ALL C~TF~ ~ / ~ ARE V~LD FO~ T~ ~P ~ ~ T~EOF O~ Y ~T~LLY TO C~LY MTH ~ LAW ~ ' ALT~ BY ~T BE US~ BY ANY ~ ALL ~Y~ UT~ A ~Y ~' ~e .~ _ ~ / OF ~OT~ S~VEY~P. T~ ~ "~CT~ ~ - ~U' ~ ~ / ' 8RO~HT - TO - DATE ~ ~T ~ C~ WITH T~ LAW. ~ ~/~/._ ~ / I am f~ar with Ihe-STA~ARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ~d will abide by lhe conditions sel forlh lherein and on lhe permit to co~slruct. TJ~ NO TE' ' SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY, JOSEPH FISCHETTI, P.E.~.~ HOBART ROAD SOUTHOLD, N. Y. 11971 (631) 765 - ~954 N /-/oG .TEST HOLE EL. I0.~ Derk brown silly loam OL Brown sill ML Brown fine fo coerse sand SW Wafer In brown fine /o coarse sand SW 14' FLOOD ZONES FROM FIRM MAP# 36105C0169 G MAY 4, 1998 ELEVATIONS ARE REFERENCED TO N.G. V.D. AREA = 18,097 sq. ft to tie lines FINISHED SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000 - 88 - - 06 - 18.5 SCALE 1" = 30' FEB. 19, 2003 OCT.. 7, ZOOS ~r~r~ Nov, 25, ¢oo JAN. 24~ 2005 (elevations) (63~ C?I~ ~.~,tz.~O(/f631) 765 - 1797 SOUTHOLB ~. 11971 O.q- 111 ANY ALTERATION OR ADDITION TO 774is SURVEY iS A VIOLATION OF SECTION ~E09 O~ THE NEIF YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7~09 - ;~DIVISION 2. ALL CERTIFICA TIOIV~ HEREON ARE VALID FOR THIS MAP -AND COPIES THEREOF ONLY F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE ~WJRVEYoR F/HOSE ~6NA TURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' MUST 8E USED BY ~4VY AND ALL ~URVEYORS UTILIZIN6 A COPY OF ANOTHE~ SURVEYORS lv~4P. TEI~4~ SUCH ° INSPECTED ° AND · BROUGHT - TO - DATE ° ARE NOT IN COMPLI~4VCE IF/TH THE LAW. I am fcmi#ar wilh lhe STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES nad will abide by the conditions sel forlh therein and on Ihe permil lo conslrucl. ~ v~.,~ · shown hel;eoe ~re from field observofions ~~ /' nod or from d~t~ oflloined fro, others. ~' ~o- ~~ / ' NO TE' SYSTEMSUBSURFACE DESIGN SEWAGE DISPOSAL BY, JOSEPH FISCHETTI, P.E. HOBART ROAD SOUTHOLD, N.Y. 11971 (631) 765 - 2954 sq. ft. to tie lines .TEST HOLE Dor~ brown $111y loom OL Brown $]/I ML Brown //ne sond F/o/er In brown 14' -FLOOD ZONES FROM FIRM MAP# 36103C0169 G MAY 4, 1998 ELEVAT/ONS ARE REFERENCED T~) N:G. V.D. F/N/SHED FLOOR ~1. 13.5 J SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000 - 88 - - 06 - 18.5 SCALE. 1" = 30' FEB. 19, 2003 OCT.'7, ~003 ~ resr ~o~e ~ Nov, 25, ?x:,o JAN, 24, 2005 (e/eve/Ions) ~ s, ~o5 ( MA ) 15~ ~006(U7C} AUGUST 5, 2006 P. o. aox 9oz ~'~~~/"' SOUTHOLD~. y. I1~ 0.~- 111 STATE OF NEC,' YORK DEFAETI~ENT OF STATE 4 I STATE STREET ALBANY, NY 12,~3]-C)C)0~ GEORGE V. PATAKI January 21, 2005 P, ANDy A. DANIELS Mr. Tom Stephenson Sun Building Systems, Inc. 9 Stauffer Industrial Park Taylor, PA 18517 RE: M 0052-02-06,2 RENEWAL System a, pproval - CONDITIONAL ' 1= Modification Dear Mr. S~ephenson: / In reference lo your written request dated January 12, 2005, your original _approval dated January 17, 2003 to construct Factory Manufactur~ Detached One-and-Two-Family Dwelli~s, aad Mnltiple Single-Family Dwellings (Townhonses) System of Modeis deslg~;ated M005.,2-02-062 0ncluding your 1'~ Modification dated March I l, 2004), is hereby renewed as authorized under i 9 NYC P, oR 1209: .This approval will remain in effect until January 17, 2007 unless sooner revoked, m~d is st~bject to renewa~ ~he~a.~e~. Buildings manufactured under this aPproval are limited tO ins;aliafion on sRes meeting the following criteria: 1. The Seismic DeSign Category as determined by geographic location and soll Site Class is limited as follows: Seismic DeSign Category A, B, C, or DI for Detached One-ami Two-Family Dwellings as demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design C.a~egory is DI, tbe One and Two-Family Dwellings must also conform to RCNYS Section R301.2.2 Seismic Provisions. lb. Seismic DeSign Category A, B, C, or DI for Multiple Single-Family Dwellings (Townhouses) as demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". In locations where the Seismic Design Category is C or DI, the Multiple Single-FamilyDwellings (Townhoases) must alsoconformtoRCNYS Section 12301.2.2 Seismic Previsions. 2, Wind design limitations are as follows: Locations where the Basic Wind Speed is less than 110 mph 3 second gust. Compliance may be demonstrated in accordance with "RCNYS Section R602.10 Braced Walls". Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure per Table R301.2(3). Mr. Tom Stepbensou March 11, 2004 Page 2 2b. Locations where the Basic Wind Speed is no more than 120 mph 3 second gust. Compliance ma3' be demonstrated in accordance with "AF&PA, Wood Frame Construction Manual for One - and Two-Family Dwellings, 199fi High Wind Edition, Chapter 3 Prescriptive Design". Exterior windows and doors shall be designed lo resist the design wind loads specified in Table R301.2(2) adjusted for height and exposure per Table R301.2(3). Prox~ions regarding Wind - Borne Debris Regions will be completed on-site by others and is subject to the approval of the local code enforcement official. 3. The ground snow load is not in excess of 85 psi'. 4. The discrele models derived from system are restricted to non-electrk: heating systems only. as delermined in the R~idential Code of New York State {'RCNYS) and/or B~!:ding Code of New York State, an inclnsive volume of the Uniform Fire prevention and Building Code (Uniform Code) incorporated wholly by reference. Supplemental Conditions of Approval In add t on, the conditions under which system approval is granted are: 1 .The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that archilect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1ACover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Lo~d~. etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction type classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations i.I .3 Floor plans which convey the information on: Mr. Tom Stephenson March 11, 2004 Page 3 - Required and provided light~ ventilation, e~ess, window and door schedules - Unambiguous identification of structural members ~ Smoke detectors and GFC Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with informmion on: - Building integration (module connections) details - Location of required fire stopping - Roofttuss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding drifting or unbalanced snow load conditions) 1.1.7 Non-typical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to ~stem for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review ofpermil set submiUals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Mannfacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stump of Approval' placed on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an attachment to this letter. A copy of this letter, withou! attach ment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E. Piester Director Division of Code Enforcement and Administration Enclosure cc: Kevin White, TRA & Associates, Inc. File 02-062 Renewal.wpd Permit Number REScheck Compliance Certificate Checkeld BY/Dlate New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data ftlename: I:X2005~RESCHECKW5215-A.rck PROJECT TITLE: 5215-A COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.18 DATE: 07/06/05 DATE OF PLANS: 7-5-05 PROJECT DESCRIPTION: SAETTA - ZEVITZ 3 WEST LAKE DRIVE SHOUTHOLD, NY 11971 DESIGNER/CONTRACTOR: THE BUILDER DEV. CORP. 3 SIMON COURT PO BOX 916 QUOGUE, NY 11959 PROJECT NOTES: SUN BUILDING SYSTEMS COMPLIANCE: Passes Maximum UA = 437 Your Home UA = 385 11.9% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Tress 1243 38.0 0.0 Wall 1: Wood Frame, 16" o.c. 2646 19.0 0.0 Window 1: Vinyl Frame:Double Pane with Low-E 386 Door 1: Solid 39 Door 2: Glass 80 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 1243 19.0 0.0 Boiler 1: Other (Except Gas-Fired Steam), 80 AFUE 37 128 0.340 131 0Al0 4 O.34O 27 58 COMPLIANCE STATEMENT: The proposed building replesented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements When a Registered Design Prot~ssional has stamped and signed this page, they are attesting that to the best of his/bet knowledge, belier; and profess~o~ch plans or spccifications are in compliance with this Code Builder/Designer ~'~rr-~ ~'~p~/~"'"~ Date 7/~/~:2~7 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE: 07/06/05 PROJECT TITLE: 5215-A Bldg. Dept. Use [ ] [ ] [ ] [ ] [ I [ I [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No Doors: 1. Door 1: Solid, U-factor: 0.1 I0 Comments: 2. Door 2: Glass, U-factor: 0.340 Comments: Floors: 1. Floor 1: All-Wood Joist~Tmss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler i: Other (Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all oon-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics 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. Retom ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duet Construetion: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18 lA or UL 18 lB. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 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. Swimming Pools: All heated swinUmng pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" 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 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 1.5 2.0 1.0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 M.P.H. WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35) Date: 7/5/2005 WALL CALL OUT #1 WALL LENGTH 40 CEILING HEIGHT 9 360 Percentage for opening to wa[l~ Length of full height sheathing r Minus any wall smaller then the min,(28)! ~ercent~ge of full height sheathing WINDOW DOOR window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 0 30.125 37.25 7.79 0.0C 4 38.125 65.25 17,28 69.1£ 0 75.75 57.25 30.12 0.0C 2 72 80 40.00 80.0£ TOTAL 149.1~ FOR TABLE 3.15A 21.6%I WALL CALL OUT #2 WALL LENGTH 40 WINDOW CEILING HEIGHT 9 360 DOOR Percentage for opening to wall~ _ength of full height sheathing ! 21.01FOR TABLE 3.15A Minus any wall smaller then the min.(28)~_~ ~1.9 ~ercentage of full height sheathing 57.3%I~ window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 1 113.5 65.25 51.43 0 75,75 57.25 30.12 0.OC 1 68,5 82.5 39.24 39.2~ 0 335 81.5 18.96 0.0£ TOTAL 90.6~ WALL CALL OUT #A WALL LENGTH 31.08 WINDOW CEILING HEIGHT 9 279.72 DOOR Percentage for opening to wall~ Length of full height sheathing I 24.7]FOR TABLE 3.15B Minus any wall smaller then the min.(28) 0.0 1 Percenta9e of full height sheath ng [ 79.60'¥o window and door information NUMBER WIDTH HEIGHT SQ FT TOTAL 2 38.125 65.25 17.28 34.55 0 30.125 37.25 7.79 0.00 0 60 80 33.33 000 0 75.5 82.5 43.26 TOTAL 34.55 WALL CALL OUT #B WALL LENGTH 31.08 WINDOW CEILING HEIGHT 9 279.72 DOOR for opening to wall~ Fireplace R.O. Percentage Length of full height sheathing [ Minus any walt smaller then the min (28) I Percentage of full height sheathing window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 1 7575 65.25 34.32 3432 1 30125 37.25 7.79 7.79 0 34.5 82.5 19.77 0.00 0 60 60 2500 0.00 TOTAL 42.12 22.3 FOR TABLE 3.15B 0.0 F5215 A BWP CALCS 1ST FL-WALL 7~6/2005 WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 M.P.H. WIND SPEED based on Fastest mile (Table R301.2,1.3 page 35) WALL CALL OUT #3 WALL LENGTH 40 WINDOW CEILING HEIGHT 8 320 DOOR Percentage for opening to wall['~ Length of full height sheathing Minas any wall smaller then the min.(28) Percentage of fu he ght sheathing Date: 7/5/2005 window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 4 38.125 65.25 17.28 69.10 0 30.125 37.25 7.79 0.00 0 48 66 22.00 0.00 0 75.5 82.5 43.26 0.00 TOTAL 69.10 24.51FOR TABLE 3.15A 64.7% WALL CALL OUT #4 NUMBER WALL LENGTH 40 WINDOW 4 CEILING HEIGHT 8 0 320 DOOR 0 Percentage for opening to wallI 22%I 0 Length of full height sheathing ~ Minus any wall smaller then the min.(28) I Percentage of full height sheathing window and door information WIDTH HEIGHT SQ. FT TOTAL 38.125 65.25 17.28 69.10 30.125 37.25 7.79 0.00 34.5 82.5 19.77 0.00 33.5 81 18.84 0.00 TOTAL 69.1(] 25.3~FOR TABLE 3.15A I 2.0 63.2% WALL CALL OUT #C WALL LENGTH 31.08 CEILING HEIGHT 8 248.64 Percentage for opening to wallI 14%I Length of full height sheathing I Minus any wall smaller then the min.(28) Percentage of full height sheath ng WINDOW DOOR window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 2 38.125 65.25 17.28 34.5.¢ 0 30.125 37.25 7,79 0.0£ 0 33.5 82.5 19.19 0.0( 0 75.5 82.5 43.26 0.0£ TOTAL 34.5~ 24.71FOR TABLE 3.15B 0~0 79.6 Y,, WALL CALL OUT #D WALL LENGTH CEILING HEIGHT Percentage for opening to wallI of full height sheathing Length Minus any wail smaller then the mn. 28 Percentage of full height sheathing window and door information NUMBER WIDTH HEIGHT SQ. FT TOTAL 31.08 WINDOW 2 30125 37.25 7.79 15.59 8 0 75.75 65.25 34.32 0.00 24864 DOOR 0 38.5 82.5 2206 0.00 6%~ 0 72.75 82.875 41.57 0.00 TOTAL 15.59 FOR TABLE 3.15B 83.8"/01 F5215 A-BWP-CALCS 2nd FL-WALL 7/6/2005 WALL PERCENTAGE WORK SHEET JOB: F5215 Description :2 STORY State: NY WIND SPEED 100 Date: 7/5/2005 WIND SPEED based on Fastest mile (Table R801.2.1.3 page 35) Sidewall sheathing gable end width of unit 31.08 1st Floor NAIL PER SPACING WALL CALL OUT # 1 40 Feet 6IN. 3IN. I Total length of fu~l sheathing Required for TYPE I 13 8 From Table 3.15B pg 131 Adjustment factor Table 3.16 based on 21.6%I 1.25 t 1.25 I 5H/6, 9' Ceiling adjustment factor Table 3.15B Note #2 I 1.000 ~ 1.000 Total length of full sheathing Required for TYPE III 16.25 ~ 10.00 ~NOTE: SHEATHING UNDER Length of full height sheathing supplied 1.96 Feet DRYWALL FOR BRACE WALL Hold down capacity per Table 3.15 & 3.16 WALL CALL OUT # 2 40 Feet Total length of full sheathing Required for TYPE I 13 8 From Table 3.15B pg 181 AdjustmentfactorTable3.16basedon 57.3%I 1.33 I 1.33 I 5H/6 , 9' Ceiling adjustment factor Table 3.15B Note #2 1.000 1.000 Total length of full sheathing Reduired for TYPE IlI 15.33 110.641 Length of full height sheathing supplied 21.00 Feet Hold down capacity per Table 3.15 & 3.16 2nd Floor WALL CALL OUT # 8 Total length of full sheathing Required for Adjustment factor Table 3.16 based on Total length of full sheathing Required for Length of full height sheathing supplied WALL CALL OUT # 4 Total length of full sheathing Required for Adjustment factor Table 3.16 based on Total length of full sheathing Required for Length of full height sheathing supplied 40 Feet TYPE I 12 7 From Table 3.15B pg 131 64.7% 1.22 1.22 2H/3 I TYPE 14.64 8.54 24.46 Feet 40 Feet TYPE I 12 7 From Table 3.15B 63.2% 1.28 1.28 2H/3 Ipg 131 TYPE II 15.36 8.96 25.29 Feet Gable-end sheathing sidewall length of unff 40 1st Floor NAIL PER SPACING WALL CALL OUT # A 31.08 Feet 6 IN. 3IN, Total length of full sheathing Required for TYPE I 28 16 From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 79.6% 1.00 1.00 2H/3 9' Ceiling adjustment factor Table 3.15B Note #2 [ 1.000 1.000 Total length of full sheathing Required for TYPE II 28.00 16 Length of full height sheathing supplied 24.73 Feet Hold down capacity per Table 3.15 & 3.16 ~ 6580 ~ TOTAL HOLD DOWN 10380 WALL CALL OUT # B 31.08 Feet Total length of full sheathing Required for TYPE I 28 16 From Table 3,15A pg 132 Adjustment factor Table 3.16 based on 71.6% 1.07 1100007 H/3 9' Ceiling adjustment factor Table 3.15B Note #2 1.000 Total length of fuli sheathing Required for TYPE II 29.96 1 ~.12 Length of full height sheathing supplied 22.26 Feet Hold down capacity per Table 3.15 & 3.16 TOTAL HOLD DOWN 10380 2nd Floor WALL CALL OUT # C 31.08 Feet TYPE I 11 From Table 3.15A pg 132 Total length of full sheathing Required for TYPE II 17 111'0¢8 Adjustment factor Table 3.16 based on 79.6% 1.08 2H/3 Total length of full sheathing Required for 18,36 Length of full height sheathing supplied 24.73 Feet Hold down capacity per Table 315 & 3.16 138001 WALL CALL OUT # D 31.08 Feet Total length of full sheathing Required for TYPE I 17 I 11 I From Table 3.15A pg 132 Adjustment factor Table 3.16 based on 83.8% 1.00 Total length of full sheathin9 Required for TYPE 17 1 Length of full height sheathing supplied 26.06 Feet Hold down capacity per Table 3 15 & 3.16 138001 F5215-A~BWP-CALCS Sheathing 7/6/2005 HEAT LOSS CALCULATION Uwal U roof U floor deg F deg F de9 F deg F deg F 0.11 034 034 0052 0 026 0052 Area doo~ (entry) 343 3083 O0 O0 687 2395 2622 262.2 833 STANDARD Q value (door) 14 14 0 0 4 0 Q value (window) 18 23 3 0 0 23 Q value (wall) 11 12 3 6 5 12 Q value (roof) 7 8 1 1 5 7 Q value (floor) 14 16 2 2 11 14 Q value (room) 49 57 7 7 14 43 309 193 I22 100 98 122 159 343 277.9 173.3 1095 90.0 885 109.5 1429 3083 0 0 O0 0 0 O0 0 0 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 O0 518 346 O0 78 78 O0 346 518 2261 1387 1095 822 80.7 109.5 108.4 256,4 2139 2729 263 483 4§3 271 2231 2637 213,9 272.9 263 483 48.3 27,1 223.1 263.7 706 719 162 187 185 164 589 836 12 7 6 4 4 6 6 13 35 26 6 8 8 6 23 38 BTUH loss CFM reqtgred Wattage required Hydmnic Hydronic BB (feet) Electric BB (feetI 4904 5660 715 760 i955 2979 3472 502 518 2328 7883 9132 1218 1279 4283 147 171 23 24 80 2308 2674 357 374 1254 14 16 3 3 8 10 12 2 2 8 4395 3598 3146 60~ 3000 2447 3122 301 7395 6045 6268 906 138 ~i3 117 17 2165 1770 1835 265 10 8 8 2 2 2 2 I 835 829 610 2719 4026 553 553 310 2552 3017 1388 1381 920 5271 7042 26 26 17 99 132 406 405 269 1544 2062 2 2 2 7 9 3 3 2 9 12 3 3 2 13 16 7/6/2005 F5215-A I Job Reference (optional) 6.100 e Aug 25 2004 MITek Industries, Inc, Wed Oct 27 16:28:22 2004 Page 1 7D Truss L.P., Tyrone, PA 12-2-3 15~-0 6! Scale = 1:49.3 3-3-13 Conn, 430(Ib) I 7,00 !1~ ~ i 4X4 MIl20 3",! 24-11 13-1-5 PJate Offsets (X.Y~ J2:0-1-12,0-2.0] ~[3:0~-~11,0.0-8j, I4:9-7-2,5-3-2], J7:0-3-0,0-2-0] ................................ : LOADING (psO TCLL 38.5 (Ground Snow=55.0 ) TCDL 10.0 BCLL 0-8 BCDL 10.0 SPACING 2-0-0 i CSI Plates Increase 1.15 TC 0.92 Lumber Increase 1.15 BC 0.83 DEFL Ve~(LL) Rep Stress Incr YES WB 0.86 Cede IBC2000/ANSI95 (Malrix) Horz(TL) LUMBER TOP CHORD 2 X 4 SPF No.2 'Except* 3-5 2 X 6 SPF 210OF 1 .SE BDT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF NO.2 *Except' 7-9 2 X 6 SPF No.2 in (loc) I/deft Lid PLATES GRIP -0.24 74 >740 240 MIl20 197/144 -0.48 7-8 >376 180 MII18 1411138 0,03 7 n/a n/a Weight: 80 lb BRACING TOP CHORD Sheathed or 3-0*7 DC pudins, excepl end verticals. [PI, BDT CHORD Rigid ceiling direclly applied or 7-7-10 DC bracing. I WEBS 2 Rows at 1/3 pis 2-7 i JOINTS 1 Brace at Jt(s): 9 REACTIONS (lb/s~ze) 1=992/0-3~,7=79110-3-8,6=-0/Mechanical Max Horz 1=476(lead case 5), 6=-269(Ioad case 2) Max Uplift 1=-316(Ioed case 5), 7=-510(Ioad case 5) Me:< Gray 1 =1326(Ioed case 2), 7=1046(Ioed case 2) FORCES (lb)- Maximum CompressioWMaximum Tension TOP CHORD 1-g=-2474/316, 2-3=-11 I0/88, 3-4=-983/93, z.-8=-437/139, 5-6=-3171154, 7-9=-719/465 BDT CHORD 1-8=-756/1862, 7-8=-756/1862 WEBS 2-8=0/597, 2-7=-1530/538, 4-9=-796/514 NOTES 1) Wind: ASCE 7-98; lgOmph; h=30fl; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOLed.60 plate gdp DOL=I 33 2) TCLL: ASCE 7-98; Pg= 55,0 psf (ground snow); Pf=-38.5 psf (fla[ roof snow); Ca[egory II; Exp C; Partiaily Exp; Ct= 1 3) Unbelanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent wgh any other live loads. 5) PJI p a es are MTg0 plates unless otherwise indicated 6) See BEH18 DETAILS for plate placemen[ 7) Provisions must be made to prevent ~ateral movement of hinged member{s) during (ranspo~tation. 8) All addgional member connections shall be provided by others for forces as indicated 9) Provide mechanical connection (by others) of truss to beedng plate capable of withstanding 316 lb uplift at joi~t 1 and 510 ib uplift at jeint 7. 10) 1/8"H X 3 5/8"W DADO OVER SUPPORT @ JT 1 11) 7/8"H X 1 1/2"W DADO OVER SUPPORT @ JT 7 October 28,2004 i Chesler~eld MO 63017 MEek' NOTE: TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOWING NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE- AND-TWO-FAMILY DWELLINGS, AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION M0052-02-062. DATED JANUARY 17, 2005. NEW YORK PAGE I TITLE CO'CEE 5FLEET 8 I/2 x II 514EET5 3 PAYEe NY CO~R LETTE~ I P~E ~E~ C~EC~ STATE 120 M.P.H WIND DESIGN DEPA~ OF STA'~E Stamp of Approval for a S~Istem, Model ~ ~. Ua.u~actu~'s No. TI-II5 I$ A DdPLICATED ORIGINAL STAMP OF APPROVAL PER (Section 128L5 0')) BUILDER INFORMATION: ~ NAME: ~V. C OR P."--'~ ADDRESS: 5 SIMON COURT PO BOX 916 CITY: QUOCUE ~ ZIP CODE: 59 CUSTOMER INFORMATION: NAME: SAETTA ZEVITZ 5 ADDRESS: WEST LAKE DRIVE ,..; CITY: SOUTHOLD COUNTY: SUFFOLK STATE: NY ZIP CODE: 11971 IC3~5 WFCM WOOD FRAME CONSTF~LICTION MANUAL FOF~ ONE AND TWO FAMILY NIGN WIND EDITION CNAPTEt~ 3 P~ESC~IPTIvE DESIGN DESIGN CODES ~EBIDENTIAL CODE OF NEW YO~ STATE FI~E CODE OF NEW ~O~ STATE PLUMBING CODE OF NEW ~O~ STATE ~EC~ANIC~L CODE OF NE~ %O~ STATE l~ NATIONAL ELECTRIC CODE 5215 SUN BUILDING SYSTEM5 NEW YORK STATE COVER SHEET GENERAL NOTES VEN~LA~ON Of CRAWL SPACE IS ON SITE BY BUILOER PER R40S & LOCAL CODE. (RC-NYS-2002 & MC-NYS-2002) SUPPORTS (PIERS OR COLUMNS) SHALL BE LOCATED AT MARRIAGE WALL PER SPACING ON SHEET 4K (TEMPERED GLASS) ELEVA~ON (SHEETS 3 3o. 3b AND 3c) CROSS SECTrON (SHEET 4/ ALL STAIRWAYS, HANQRAILS AND GUARD ARE TO COMLY WITH R312 THROUGH RB16 2 DESIGNEO ~1~ A 45 PSF SNOW LOAD MIN UP TO 85 PSF WHERE APPLICABLE 5 iNSULATION IN FLOOR AREA ABOVE BASEMENT OR IN BASEMENT WALL AREA SHALL BE ON SITE BY OTHERS ANB S¼ALL COMPLY ~"r~ ~r~E ECCC NYS 2002 FOR HEA~NG ANO 4ST TO BS~ FOR HEA~NG AND COOLING. 4, INSTALLA~ON OF BAS VENTS SHALL BE INSTALLEO PER MANUFAC~IJRER'S INSTRUCTIONS AND PER CHAPTER S OF FO-NYS-2002, 5 FIREPLACES SHALL BE INSTALLED IN ACCORQANCE MTN I~EiR LIS~NG, MANUFACTURER'S INS~UC~ONS AND PER CHAPTER 10 OF ~HE RC-NYS-2002, CHAPTER 5 OF THE FC-NYS-2002, AND ECCC-NYS 2002. 6 COMBUS~ON AIR FOR GAS FIRED SPACE HEA~NG EQUIPMENT SHALL COMPLY WITH CHAPTER 3 OF THE FGC-NYS-2002. 7 BOILERS, PUMPS, COMPRESBtON TANKS, FURNACES AND FANS ARE SUPPLIED AND INSTALLED ON SiTE BY O~ERS. THEY SHOULD BE S~ZED IN CONJUNC~ON WITH THE BTUH LOSS FOR ~E HOUSE AND INSTALLED BY QUALIFIED PERSONS. B THE CHIMNEY IS SUPPLIED AND INSTALLED ON SITE BY OTHERS, UNLESS OTHER~SE SPECIFIEO NO PRO~S[ONS ARE MADE FOR ITS LOCATION (I.E. FRAMED OPENINGS) UNLESS SPECIFIED BY BUILDER PRIOR TO MANUEACTURtNC 9. ANY HEA~NQ PIPES OR DUCTS IN UNHEATED SPACES SHALL BE INSULATED IN ACCORQANCE ~TH MC-NYS-2002 AND ECCC-NYS-2002. 10. SEE TABLE 5-3 FOR AFV~ FOR HEA~NG EQUIPMENT AND BEER FOR AIR CONDI~ONJNG EQUIPMENT T~AT IS TO BE FIELD INSTALLED BY OI~ERS 20 (FULL) BREAKER SPACES, 40 (HALF), 200 AMP CAPACITY 18. PULL CHAIN LIGHT LOCATED ~N AT~C AREA IS SUPPLIED AND INSTALLED ON SiTE BY OTHERS. 19. MANUAL DISCONNECT AT EXTERIOR IS ON SITE BY 20 IF APPUCABLE WHIRLPOOL IS TO BE ~REO AND PLUMBING ISOMETRIC FSHEFT 71 EACH DWELLING UNiT SHALL HAVE ONE MAIN 3" MIN PER TABLE (lll-90B) ENVIORMENTAL CONSERVATION 27. BATHTUBS INCLUDING GARDEN, WHIRLPOOL & HOT TUBS SHALL HAVE AN OV~RELOW 1 1/2" MIN 28. WATER CLOSETS = 1~ GAL/FLUSH MAX, SHOW[RS = 2.5 <]pm MAX. @ 80 PSI; KITCHEN SINKS AND LAVS = 22 gpm MAX. @ $0 PSI. 29 AN~]-SCALG MIXING VALVE MANUEACI1JRER MORN #62370 SHALL BE INSTALLE0 iN ~HE WATER SUPPLY TO ALL SHOWER AND SHOWER/BATHiNG FIX~JRES. 30. PLASTIC PIPING SUPPORTS - 4' O" OC FOR PIPING 2" DIAMETER AND LARGER; 3'-0" 0 C. MAX FOR PIPING UNDER 2" DIAMETER. MAXIMUM VER]qCAL SPACING EACH STORY HEIGHT AND PIPING SHALL HAVE A MIO-STORY 10. AIR GAPS IN PLUMBING SYSTEMS, ANSI Al12.12-1991. 11 GAS WATER HEATERS. VOLUME 1. AUTOMATIC STORAGE TYPE ~rl INPUTS OF 75,000 B~JH OR LESS Z21.10.1-19§4 WITH AODIqqONAL O00R & W~NDOW SCHEDULE NOTES 1. WINDOW AREA OF HABITABLE SPACE (LIVING, DINING, tNCLUQINB KITCHEN DINING IF NO OTHER DINING & SLEEPING SPACE) SHALL BE 8% OF FLOOR AREA FOR NA~JRAL LIGHT WITH 4~, OPEN;NC FOR 'VENHLATION MINIMUM. IF NOT V~NTEO MECHANICALLY TO EXTERIOR, BATHROOMS & TOILET ROOMS SHALL HAVE A MINIMUM OPENABLE AREA OF 1-1/2 SO FT., 3 SG FT. FOR KITCHENETTES & KITCHENS (60 SO. FT. OR MORE) SHALL HAVE 4~. OF FLOOR AREA OPENING FOR MINIMUM V~N TALATiON. 2. HABITABLE SPACE (LIVING, DINING INCLUDING DINING IN KITCHEN & SLEEPING) & RECREA]ION SPACE SHALL HAVE IN AOOITION TO PRIMARY EXIT AN EMERGENCY USE OPENING TO LEGAL OPEN SPACE OF 4 SQ FT MIN A MIN. OIMENSION OF 18" & A MAX. SILL HEIGHT OF 3' ~" (42"). BASEMENT OR CELLAR 4' 6" (54") MAX. B SPACES MEETING MIN HABITABLE SPACE REQUIRMENTS (SO SQ. FT. & 7FT. 6 IN, HIGH) SHALL COMPLY ~1~ HABITABLE SPACE REQUIREMENTS EG. UGHT, VENT & EGRESS 4. GLAZING IN INTERIOR & EXTERIOR DOORS, FIXED SIDE DATE: 2-Stor~ (~)_COLUMN DETAIL (TYP.) = TNI~ ~'¥ME~OL ~EPI~ESENT5 A LOAE) tSEA~IN~ COLUMN. TNI5 COLUMN M~,¥ NOT ~E MOVED IN ~N~. LOADS SHOWN FOR ON SITE DESIGN PURPOSES ONLY. iREFER TO SHEET GN FOR NOTES] PERTAINING TO THIS DRAWING. / 40'-¢" FOUNDATION LOADI~IGSCHEDULE WALL ] ~SFLOADS DESIGN PARAMETERS; TYPE = NO'STORAGE I ,.1!,, , ....... , 1,, , !,, , h, I - o ~ --,-- 4-- - o - ' ' ] ' : ....!~ I · ~A~EMENT 5TAI~ SUPPLiE~ I ~ CONCRETE ~ I I I FOUNDATION PLAN ~SNOP BT: DATE: ~ Ir- I:~ Iu le~ 2-Stor~ ~' LIGt-IT ~ S~ENT CHA~T ~ LEGEND ~ REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. NOTE: TO THE 8EST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT: THE FOLLOW~NO NOTES APPLY 1. THESE PLANS ARE IN COMPLIANCE WITH OUR NEW YORK SYSTEMS FOR DETACHED ONE- AND-TWO-FAMILY DWELLINGS, AND MULTIPLE - SINGLE FAMILY DWELLINGS (TOWNNOUSES) THEY ARE DERIVED FROM A CONDITIONAL APPROVAL OF OUR SYSTEM MODELS. APPROVAL DESIGNATION MOOD2-02-062 DATED dANUARY 17, 2003 NOTE: BEE SHEET F~-~ (TYPIOAL) tZlF $T FLO0 PLAN 3¢52 :', ~TJJFRE VENT J WALL T - SEE NOTE I ] 1'-6" 5'-7 3/8" b'- '1 ........ I X FAMILY ~OOi'~ ~- 4'-¢" 3'-~" FLUSH GEILIN~ FLLIS~ ~'~ FULL 5NE,~TIqlNG C.~055 FIELC:' IN~TALLEE) 3" OC FASTENINg, TYPICAL AT ALL UNIT SEE ~ET,~IL I 5NEET DEN EG~E55 h'-- 'l I' - I I 3¢~2 I 1'-11 5/4" &' SLIDER J DINING ROOM (2) G-I/4 / %114 M-L EACH HALF KITCHEN DP' CT. 3-3~52 LAUNDP. T -T ~ BT: DATE: NOTE: SEE 5NEET (T"FPICAL) \ NOTE: SECOND FLOOR PLAN &" 14'-&" ~'-'~o 5/8" 5'-'~o '~/4" ~52 [WALL '5' - TYPE II 6" O.C.] 7/8" -I h' 5~52 4? 5'-3" 6'-3 7/8"--fl FilH 6'-11" EGI~E55 EGRE55 EG~E55 E~E55 ~ALK-IN CLOSE7 3" FUTUR~ BEDtROOM "1 ~ x, WALL BEDROOM \\ \ \ CLOSET ~ FL~LL 5~qEATNINC= CRO55 OYEf~ FIEL~ INSTALLEE) 3" OC F,ASTENING T'r'pICAL ,AT ,ALL UNIT CONNECTION5 SEE ~ETAIL I 5NEET 2E5 E~ED~OOM "3 FIALL WALL DATN ~ FLUSH CLG EG~E55 __~_1'-11 7/I~" 4'-11 5/8" &,, [WALL '&' - TYPE II 6' O.C.I :EL. '; %, EGF~E55 24', : I DATE: DATE: #3800 #6580 FIEL~ INSTALLED F~[E~C~E VENT #3800 #6580 ETOTAL: 103801 EXTE~IOF~ LIC'~qTS Sk~IPPEE~ LOOSE 8TOOP5/~TEP¢ 4 ~AND~AIL ALL BIDIN~ 5MIPPED LOO6E ON-SITE INSTALLATION ~% SUPPLIED ~ INBTALLE~ ~% ITOTAL: 10380] RkFE-,~ TO SHEET ON FOR NOTES A ~,,N~ TO Hi~ D~A¢¢NC 2-Stor~ il 12 LINE EL~ INSTALLED) I~IE)~E VENT LEFT ~AE~LE END t4OF~IZONTAL vINYL SIE)IN~ 51.41PPEE) LOOSE ~ FIELE) INSTALLED ~'Y 2 -St, or~ DATE: .~ .. REFER TO S ,EL ON FOR NOTESI EL~"/'a*TION PERTAiN'NO TO, F:i!S DRAW'.NG i ~,,~*T, 9~ DATE: ~3800 #6§80 TOTAL: 10380j EXTEI~IO~ LIC~k4TS SHIPPED LOOSE FOR ON-SITE rNSTALLATION 8¥ ~,UIL~E~ FIELD IN~T~,LLED ~IC~C~E V'ENT STOOPS/STEPS SUPPLIED ~ INST~LLED ~,LL $1~,IN~ S~IF='~ED LOOSE TOTAL: )0380] REFER TO SHFE~ ON FOR NOTES PERTAININC [?j THIS FJRP¢(iNO MOE)UL.~ M~,TO~ ;IELE~ [NDT,ALLE~ F~I~)~=E 12 []111 [] G,~E~LE EN[~ F~OF~IZONTAL V'INYL $1E~IN~ SF~IP~E~ LOO5E ,~ FIELD IN$TALLE[D E~¥ ~U LDE~ R~_rLR TO SHEL, ON FOR NOTES PERTAi',~IN'} TO 7HI.q. DRAWING. DATE: REFER TO SHEET ON FOR NOTFS PERTAINING TO iHiS DRAWING 2-Stor~ REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. lB' ~ILDER ~ ~ ~ ~ / ~ RO~ SNEATNI~ ~ M~ACTU~D ROOF RIDGE DETAIL FLIP EAvE DETAIL MATE CALL TRUSS DETAIL MATE UALL 5~EAT~iNG DETAIL FIELD INSTALLED 5NEATNING FO~ B~CED ~ALL LINE ~ EXT.$ALL ~XATE/COLU~N DET~IL ~FLOO~/OEILING DETAIL Unit. ~droom~: 21¢.12 REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWING. ~ , ,, , DINING ~OOM ..O,-,O.. I I ' , ..O, ,O,. , , ~., ,,~- ......... ~ , , , u ' , , ...... ,,, ............... ._ ~~% .... ..,, ~ .... ___, ..... ~: , ,,_ _ ~ ......... ? ~ .r~~. ..... ,, ,, , , ~__-~-. , ,,, , , , , , , .x_ ', KTCNEN,, , ' ~,' '- ' ~' -' I ' -~ ......... , , ~ I 9u - ..... COiL ~1~ ~ ~ { TOSW@{ bR 5LIDER Il TO SW e', FRONT iDmellin~ Unit. Bedrooms; 2t¢]2 REFER TO SHEET ON FOR NOTES PERTAINING TO THIS DRAWING. E~EDF~OOM ~2 22 ~J Z3(~JD ~ALKqN 23 CLOSET BED~.OOM "1 29(~ 29, ............ LB, ,~ METAL BOX 123 #26 WIRE TOE KICK 26 SEC©kID FLO0~ I ~ ~ I E~_~CT~[CA- PLAki DATE: 2-$tor~ '~-t-ITW~A P ¢OENER FAMILY ROOM DEN P 4' F~YD J~ 4' HYD REFER TO SHEET GN FOR NOTES PERTAINING TO THIS DRAWNG. BOILER EFFICIENCY RATING: MIN. 80% DINING ROOM KITOi4EN 0 0 ~ ~~~.~i LAUNDRY L F!~$T FLO01~ kiE~T PLx~N DATE: k. I~ I~ I~ I,~ ~EDROOH ~ ~ED~OOM ~ Jl iREFER TO SHEET GN FOR NOTES] PERTAINING TO THIS DRAWING. BEDROOM ~ALL 13' NYD iJ 2' HYb .° )} CLOSET SECOND FLOOR HEAT PLAN LEGEND REFER TO SHEET ON FOR NOTES PERTAINING TO ,rHiS DRAWING. Wood Frame Construction Manual Worksheet JOB: F5215 Description :2 STORY 31.08 W x 40 L WIND SPEED based on Fastest mile ('Fable R301.2.1.3 page 35) PRESCPJPTIVE DESIGN LIMITATIONS (Page 106) THIS IS A INSCRIBED STRUCTURE PER FIGURE 1.4/OPTION #2) The following table is used to determine whether the building geometry is within the applicabi~i[y of the WFCM Chapter prescdptive provisions Conditions not complying witd the limitations sha~l be designed in accordance with WFCM Chapter 2 (see WFCM 3.1.3) Element IAttribute tLimitati°n Design Case FLOOR SYSTEMS Joist span 26' maximum 15'-0" Actual .umber joist spacing _;]4" maximum 16 inches Joists Cantilevers/Setback - supporting Ioadbearing wafts ~1 maximum N/A or shearwall Vertical floor offset df maximum N/A Floor :loot diaphragm aspect ratio 3:1 maximum 1.3:1 Diaphragms :loot diaphragm opening Lesser of 12' or 50% 11'-2" I of diaphragm Dim. I WALL SYSTEM Yell Studs Loadbearning wall height 10' maximum 9 Feet Non-Loadbearning wall height 20' maximum 9 Feet wall stud spacing 24" maximum 16 Inches Shearwalls ihearwallline offset 4' max[mum NIAI ;hearwa[I story offset ~ maximum N/A I Shearwall segment aspect ratio I 1/2:1 maximum (2) 3,9:1 Smallest shear wall length per this unit in inches 28 ROOF SYSTEM umber Raffer span (horizontal projection) ~_6' (3) maximum 15'-6"lActuai Rafters Raffer spacing 4" maximum 16" Inches Eave overhang length _asset of 2' or 12" inches Rake overhang length Lesser of 2' or 12" Inches 3udoin span / 2 ~oof stope 12:12 maximum 71:12 Roof Roof diaphragm aspect ratio 3:t maximum 1.3:1 Diaphragms exception: For roof live loads and ground snow loads less then or equal to 20pfs and 3- pfs respectively, WFCM APPLICABILITY LIMITATIONS (Page 2) The following table is used to determine whether the building geometry is within the applicability limitations of the WFCM. Conditions not complying with the limitations shall be designed in accordance engineering practice (see WFCM 1.t .3). Attribute ILimitation IDesign Case BUILDING DIMENSIONS Number of stories maximum 3 3 Roof slope minimum Flat maximum 12:12 7 :12 iMean Roof Height (MRH) maximum 33' 25.16 Feet 3uilding dimension (L or W) minimum maximum 80' 40 Feet 3uilding aspect ratio (L/W) minimum 1:4 1:1.3 maximum 4:1 1.3:1 Table 3.1 Nailing Schedule DATE: PP..ESCt~IPTIvE DESIGN NOTES: FQUNDATIQN I. 5ILL PLATE TO FO,.,~DATiON (UPLIFT) PER TAE, LE ~.2 P.III 2. 5ILL PLATE TO FOUNDATICH RESISTING (LATER. IlL ~ 5HEAR) PER TAE~.E 3.2A P.II2 5ILL PLATE ANCHOR/~E DETAIL5 PER FIGS. ~.IA OR 3.1E, P.15~, NOTE= I~-IEN STEEL STRAP LAPf=ED LHDER 5ILL PLATE 15 5PEC'D, 3" 5OJARE IIJASHER5 ON ,N',ICNOR BOLT5 AND 5PACING 5HALL NOT EXCEED REOUIEE~IENT5 IN TAE~LE ~2t~ P.II2 4. STEEL $'I'RAt~ TO BE ~IiN. I 1/4 X 20 GA. AND NAILED TO STUD5 PER TABLE 33B PJ]5 (4) ~ NAIL5 (EACH END) 5. STEEL STI~.AP I"IlN. ~Di~IENT: '1" CONCRETE FO[HDATIGN WALL5 15" I'IA,5ONRT RA,NDA?ION U/N.L$ PER 3.2.23. PJOI 6. CORNER I-IOLDDCAN5 LOAD5 PER TABLE 3.1& P.132 USiN~ A 511'1ILAR ANC!.-IOR LIKE (5171t::~ 5TNDI4PJ) CAPAE, LE OF LOAD5 CALLED OUT ON 5NEET NUI'IOER 3'5. Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements W,dl Bottom ~a,¢ 12 50 143 421' 92 176 421' 139 213 421' 1~ 2~ 421' Table 3.3B Uplift Strap Connection Requirements (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) (PrescriptiVe Alternative to Table 3.3) Table 3.2A Bill or Bottom Plate to FoUndation Anchor Bolt Connections Resisting Lateral & Shear Loads (P~escriptlve Alternative to Table 3.2) I DATE: 2-5~.or8 Table 3'~i Type II Wall Syatem~ (Full-Height Sheathing Length Adjustments) Figure 3.1a Sill plate anchorage to concrete foundation wall Page $ o! 5 ER-5349 TABLE 1 - LSTHD/STHD EMBEDDED STRAP TIES STRAP ALLOWABLE LOADS (pounds)s MIN. LENGTH (L) EDGE DISTANCE (inches} MODEL NO. I STEM WALL Std. Joist 1/2" I 112" le 112" I 112" 1, 1/2" 1 JOIST (in.) Model Mode~ 2000 ps~ Concrete 2500 psi Concrete 3000 psi Concrete ii ,i , ::::". · 5' ~ ' ; Typical STHD Edge I Figure 3.lb Sill plate anchorage to masonry foundation wall DATE: ~ci= z PIOC>EL~ 2-Stor~ PRE,SCIRIPTIVE DESIGN NOTES: FLOOR5 I. FI~ING ~R 5PAN 2x~ll'-~" ~L ~LES --- ~ MEETS T~E ].~A ~ T~E 3~B PJ~ ~ P.I~4 2. ~ ~ ~ ~I~T 2~ ~ ~" DE~ AT LI~ ~ l~ ~ D~ ~ iS'-~' ~ CLEAR EXCEEDS ~i~T ~R T~E 3.1& P.B5 ~. ~ ~IST ~ AT ~' OC 4. ALL FL~ ~ ~IL~ ~R T~E 3.t P.I~ 5. ~T~ ~ ~1~ ~ ~lSTS ~R ~CTI~ ~.LIJ P.1~2 ~. ~IST ~1~ ~ SECTI~ ~3.12 (Hill I I~' ~ARI~ ~IST ~. ~ID ~ ~1~ ~ ~TI~ ~.1.4 P.~ (2x~ ~1~ 5T~ ~[LED (~) led ~ SIDE) 8. FL~ ~EATN~ 2~2' ~ T~ ~IST AT ~' O~. (EXCEEDS ~ ~ ~R T~E ~J2 P J25) 5. FL~ DIA~ ~1~ ~R ~CTI~ ~33 P.~ (2x~ ~ AT ~ 4'O~I~T T~ BAYS ~ILED ~R T~E ~.1 PJ~ ~ Fl~b P.~5) P.~l (~ ~ ~IL~ ~' ~E~' FIELD) I1. FL~ ~1~ ~[~ (E~ STAI~LL ~1~) ~R $ECTI~ ~3.1.~ P.~ (STD. ~ EXCEEDS 12. ~ID ~L~ TO ~ ~-LO~ ~AR~ ~LL5 ~R ~TI~ ~3.1~2 P.~ ~ FIG. ~.~ P.~3 ~R ~CTI~ ~3J53 P.~ ~ F~. ~.~ LJSED LINDER TtAE 2nd FLOOR E~ATtqROOM AREA5 Open Joist 2000® Span Charts 9 1//4" Depth Maximum Liw Load Ocflectlon - ¥360 & L/~tS0, 1.1/2" Minimum t]¢arin~J Each End Chord* Chord ' Loodin9 12' O.C 16"OC 192"OC 24"O C Size Grade Live Dead U.36~0~_ Lt480 L/360 L/480 L/360 L1480 L/360 I L,'460 3x2 #2 40PSF 15PSF ~5'-9" 15'-9" 15'-9" 14'-11" ~5'*_6_'~ _14':_0'_'__ 14'-3" [ 12'-10" ~' '" ! 9'-3" INFORMATION FROM TABLE 3.17A page 133 Residential sleeping area live load = 30psf L/360 2 x 10 SP.F. #2 16 in. O.C. joist spacing Dead Load = 10 psf Dead Load = 20 psf 2×8 I 2×10 I 2x 2 2×8 I 2x10 I 2× 2 Maximum Floor Joist Spans INFORMATION FROM TABLE 3.17B page 134 Residential living areas live load = 40psf L/360 2 x 10 S.P.F. #2 16 in. O.C. joist spacing Dead Load -- 10 psf Dead Load = 20 psf Maximum Floor Joist Spans DATE: 2 - Stor~ Figure 3.4c Blocking under a non- Ioadbearing wall Figure 3.4d Double joist under a bathtub ENDWALL -~. BLOCKING /~_~JOIST% ~-BLOCKiNG-'/ SECTION Figure 3.Gb F~oor bracing enrlwall DATE: 2-~tor8 PRESCRIPTIVE DESIGN NOTES: CUALL5 1. ~' MiN. END ~JALL RJLL liT. 5PlTG. LENGTt-I PER 51dEAR U. IALL 5EGMI~T A~=ECT RATIO Lft'llT5 FIG. L.5 P. 6 2. ~'"l'llt, L $1DE~ALL PJLL ~. 51-1TG. LE~IGTH PER &qEAR &~.L 5EGNENT AEF~CT RATIO LIMIT5 FIG. L5 P. 6 ~. hlATE II,ALL5 U~LL E~E CONSTRLJCTED AND FASTENED PER EXTERIOR ILIALL FASTENING ¢1/1~" 5NTG. 6'/DW 1'.~') 4. ~R $'IUD k~"q.D-DOII,N DETAIL: ¢3) 5'TCID5 LJI~.OC~ING PER Fl~. 3.lB P. I~& .~/P-5) ~T~ 51MPEON 5?¥LE 5. ALL EXTEPJOR IUALL5 TO BE 51-4EAR OJALL5 PER 3A 4.2 p.Io5 MII,,L '1/1~"O5~ ¢~,.ITG. iCitSD NAILS 6' O.C. EC~EE/12" FIELD PER T,A.~I.E 35 A ,NdD B, TABLE 3.9 MIN. ~" GyPE[I'I UJALL I~OA~ ~[~ED COOLER NAIL5 1" O.C. EDGEE/i~' O.C. FIELD PER TABLE 3] P. I1~ 6. DBL 2X~ BLOOCII~ AT 48' O.C. AFJ=. ALL EXTERIOR UJALL5 TO r"IAINTAIN EDGE F~ETENING OF GYPEq.!~I ~LL '1. i'IAXiMWN STUD LEI~NT5 FOR PJLL 5~.IEATNED EXTERiOR AND MATE ~JALL5 PER TAE~.E 3.17~ P. 131 & TOP PLATE MINIT'?.,Jfl SPLICE LENGTH 4' PER TAE, LE 3.20 P. % END II, ALL NON. LOAD BEARING HEADER~ AND 5ILLS PER TABLE 3.21G P. 14~ ,I TABLE ~,.21-F P. 145 IO. lET FLOOR 51DELUALL LOAD tEEARING NEADER5 PER TABLE 3.21C P. ]42 ,I TABLE 3.21F p. 145 IL 2ND FLOOR 51DE~IALL LOAD EEAPJNG HEADER5 PER TABLE 3.21A P. 12. ~IEADER CO~HECTION REQJII~Ct'TENT5 PER TABLE 35 I~. [!JINDOUJ 5ILL COllECTION REQIRE?IENTE PER TABLE 3.~, P. I1~ 8,' AND c~. CE!LING &' CLG '-%~,-: .3 /2: 21.4" (MIN.) LENG~T , CLG =1¢¢+.3 I/2 = ~¢'.¥ ~'MIN.) LENG:,-IT Figure 1.5 H/L <_ 3~ Shearwall segment aspect ratio limits Table 3,15A Type I Endwall Sheathing Length Requirements ~ II ® II -° II Table 3.1SB Type I Sidewall Sheathing Length Requirements ~5~-IOP BY: ~' DATE: 'able 3.21B Header Spans for Exterior Loadbearing Walls (Supporting a Roof, Ceiling and One Center-Beating Floor) Table 3.21D Header Spans for Exterior Leadbearing Walls (Supporting a Roof, Ceiling and Two Center-Bearing Floors) Full Height Stud ~E4.D-=~ ,AND 5iLL FASTENING Double Header Window Sdl Plate Figure 3.8a Studs and headers around wall openings Table 3.6 Window Sill Plate Connection Requirements · ,~.2Y DATE= Table 3.rOB Maximum Extedor I.o~lt~arlmg mid Ne~-Lo~lb~arl~g Stud Leng~s for Table 3~ Wall Shea~ing R~i~nts for Wind Loads Table 3.9 Wall S~a~bg Attac~t Retirements for Wi~ ~ads DA~: Co~ ~r ~s Re,stag W~d Loada (F~ly ~ea~ wi~ a ~l~m of 3/~ wo~ St~l Pa~ls). I ~. ..... ~ ,~. ,~, .., ,., ,~ ..... ~iI'~' ,~: ~s~,~ [ ......... Table 3~B Wall CI~Mg R~immnts for Win oads 1 -~- i . ,,..,. ~,,:~, ~ Pf ESCf IPTIYE DESIGN NOTES: CEIL lNG/ROOF6 MAX. 5F'/~,15 OF CEILI~ JOIST5 PER TAE, LE 2. CEILI~ ~TP'3dI'I FASTEI',~I~ PER TAB LE 3.i P]I~ TOTAL ~ 5P~5 ~ALL NOT EXCEED 56 ~. PER 5ECTI~ 3.13.4 P.I~ 4. ~ F~I~ NOT TO EXCEED 24" 5. ~ 5L~ ~ALL NOT EXCEED 12A2 MAX. O~ L~TH 24" ~ 0~5 USI~ ~TL~ DL~K5 NOT TO EXCEED 12" FI~. 2.IH 8. ~ F~I~ C~ECTI~5 PER T~LE ~.1 P.II~ 5. LATE~L F~I~ ~D ~EAR C~ECTI~5 ~ CEILI~ JOIST5 ~ T~55E6 TO T~ ~ATE5 PER T~LE5 33 ~ ~ T~56 TO ~ALL STUD UPLI~ C~ECTI~6 PER 5ECTI~ ~2~J P.I~I~LE5 ~3 ~ II. R~ 5NEATNI~ FAST~I~ ~R TABLE ~ P.121 12. R~ ~EATNI~ MIN. TWI~E55 PER TABLE ~.I~A P.123 RI~E FA6T~I~ PER 5ECTI~ 3~5.1 P.l~2 -RI~E 5T~P FAST~I~ PER T~LE ~.4 P.II] -~LLAR TIE FAST~[~ ~R T~LE ~.4 P.IH 14. MIN. I I~" SEARI~ ~ ALL CEILI~ JOIST5 ~ ~ T~55E5 ~R 5ECTI~ 55.12 P.i~ 15. ~ ~EATWI~ E~E ~RT ~ 24" OC. R~6 ~ITW CLI~ PER 5ECTI~ 3~.4~ P.I~ ~ DIAPN~ ~CI~ FI~T T~ ~ ~ ~1~ PER 5ECTI~ 5~5 P.l~] - NAILI~ PER T~LE ~.1 P.II~ A~ FiG. 5~B P.165 I]. R~ DIAPH~M ~L~I~ NOT ~l~P ~ ~ ATTIC FL~ 15 USED TO ~ THE G~LE ~ ~LL I& SEE T~LE 5.13 P.12~ ~ MIN. ~TTIC FLOR DE~I~ Table 3.3 Roof Rafter or Truss Connection Requlrume~ts ~able 3.4 Ridge Tension Strap Connection Requirements Table 3.23A Ceiling Joist Spans for Common Lumber Species (Uninhabitable Atti©s Without Storage, Live Load = 10 psf, L/6 = 240) DATE: 2-Stor~ Nail Spa~ing Lookout BIo~k ~ble End Tress o~ Erldwall Section A-A field nailing ~'~_ p~mel edge nallln, Figure 2-1h Rake overha#g limits - Lookout Blocks (see 2.1,3Ac) Table 3.8 Roof Sheathing Attachment Requiremente for Wind Loads Table 3.13 Mlninmm Attic Floor/Ceiling Sheathing Length When Bracin~ Gable Endwall Footnotes for Table 3.13 by 125. Table 3.10A Roof Sheathing Requirements for Wind Loads DATE: 2-StetU REQUIRED,:' APPR~ED~SNOTED ' , D~E~BP.#~J~/ 765-1802 8AM TO ,; M FORTHE FOLLOWING INSPECTI NS: 1, FOUNDATION - TWl~ REQUIRED FOR POURED COb ~ETE 2. ROUGH - FRAMINC: ,', PLUMBING 3. INSULATION 4. FINAL - CONgTR[~"nON MUST BE COMPLETE FL 3,0. ALL CONSTRUCTION ~HALL MEET THE REQUIREMENTS OF T' ~ CODES OF NEW YORK STATE. NOT F-3PONS[BLE FOR E~,SIGN OR CON31[,~.TION COMPLY WIB NEW YOP, K ST; AS REQUIRED Ah v PLUMBER CFr. QN LEAD CON I TOWN C SOL'. TOWN ZBA SOL', , DTOWN PLANNING BOARD ' ' :.TOWNTRUST~ES · N.Y S hC, ', ~ T BEFOR~ ~CCUPANCY CERTIFICATE SOLDER USEL. ,",! WATERI SUPPLY BYST: 'iff C~NOT~ EXCEED 2/? ~ , ALL CC''~'TRUcTIOI SH~L ~MEET THE R ~og ~ME~TS ~ THE ~ CODES PLUMBING ALL PLUMBING WAS~'~ & WATER LINES Nr "rESTING BEFORF.. CO, NG J 7.6" 7~'~' ,RETAIN PURSUA OF THE ! NM WATER RUNOF~ O SECTION 45-10C CODE. Poc k:B'F FY'P, b-,c d' 't /I 1 DATE