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HomeMy WebLinkAbout31633-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCy No: Z-32526 Date: 08/10/07 THIS C~KTIFIES that the building FARM BUILDING Location of Property: 33705 CR 48 PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 74 Block 2 Lot 12.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 10, 2005 pursuant to which Building Perm/t No. 31633-Z dated NOVEMBER 29, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY FARM BUILDING FOR STORAGE, MILKING AND CHEESE PROCESSING AS APPLIED FOR PER CONDITIONS OF ZBA #5656 DATED 3/10/5. CORRECTED 1/14/10. The certificate is issued to MICHAEL & KAREN CATAPANO (OWNER) of the aforesaid building. SuFMOLKCOUNTYDEPARTMENT OF H]IALTHAPPROVAL N/A ELEt-rKfCAL CEI~TIFICATE NO. 7145 08/07/06 PLIghtErS C~RTIFICATION DA'rF~3 06/15/07 MARK BAXTER PLUMBING Rev. 1/81 Form No. 6 TOWN OF SOUTItOLI) BUILDING DEPARTMENT TOWN HALL 765-1802 m.U ~ DEPT TOWN OF $'"' 'THO' APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be idled in by typewriter or ink and submitted m [he Building Departmem with the following: For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of alectfical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Complinncc from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uaes: L Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to/uspect signed by the applicant, ff a Certificate of Occupancy is denied, thc Building Inspector shall state the reasons therefor in wr/ting to th~ applicant. 1. Cca'~ficate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Tempormy Ceffificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: ,J Old or Pre-existing Building: leisure No. Street Ow erorO, sofPro r : f + Suffolk County Tax Map No 1000, Section 7¥ Block (check one) Hamlet Subdivision Permit No. 3 [ 6 3 3 Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporm3, Certificate Fee Submitted: $ Filed Map. Lot: Underwriters Appwval: ~ Final Certificate: (check one) Applicant Signature -o'0 30732(0 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN SOUmOLD Tel. (631) 765-1809 · Fax (631) 765-~ --E~DING8, DELIBE~TIONS AND DETERMINATION MEETING OF MARCH ~0, 2005 ZBA No. 5656 - MICHAEL AND KAREN CATAPANO (Owners: V. and E. Pust) Property Location: 33705 C.R. 48, Peconic; CTM 74-2-12.2 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 applicants' 4.998-acre parcel has 369.64 feet along C.R. 48 (a/k/a Middle Road or North Road) and 594.15 feet along the westerly side line in Peconic. The property is improved with a two-story, single-family dwelling situated 100 feet from the front lot line, almost center between the side property lines, as shown on the March 16, 1993 survey, amended October 23, 1986 by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's December 1, 2004 Notice of Disapproval, amended December 29, 2004, citing Code Section 100-31A2(b) in its denial of an application to operate a goat farm and building permit application to construct a 7500 sq. ft. building for the purpose of a barn, storage, (goat) cheese processing facility, (goat) milking room, and construction of a farm stand. The reason stated in the disapproval is that 10 acres or more is required under Section 100-31A2(b) for "the keeping, breeding, raising and training of horses, domestic animals and fowl (except ducks) on lots of 10 acres or more" for a goat farm in located in the AC District. Also noted in the Disapproval is Chapter 47-3B concerning the proposed farm stand construction, indicating a requirement of at least five tillable acres of land (excluding any house or agricultural buildings) if the farm stand owner can establish ownership or lease of at least five tillable acres of land in the Town of Southold.' FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 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: RELIEF REQUESTED: By application dated January 6, 2005, amended February 17, 2005, the applicants requested an Interpretation as to whether or not 'goats' are defined as "livestock", or are they defined as "domestic animals," for consideration of the applicability of Section 100-31A2(b), and requested a Reversal of the Building Department's December 29, 2004 amended Notice of Disapproval, based on Section 100- 31A2(b). The Applicants are in contract to purchase this property, and propose to relocate their existing goat farm facility on CR. 48 in Mattituck, to this parcel. In conjunction with their residence on this 4.998 acre parcel, Page 2 - March 10, 2005 ZBA No. 5656 - S. and K. Catapano .- CTM 74-2-12.2 the applicants propose to keep, raise and breed (100) goats by the applicants. In addition to a large pasture for the goats, a 7500 sq. ft. steel farm building, 14 feet high, is proposed north/northeast of the existing dwelling at least 300 feet from the road. The barn will also be used for cheese making, a milking parlor, and for storage. The proposed retail area was reduced to a 10 ft. by 10 ft. farm stand structure, 10 feet in height, after removing the (600 sq. ft.) retail area from the steel barn area. The 100 sq. ft. farm stand is proposed to sell their dairy products that are made on the goat farm, and the structure will be located §t least 250 feet from the road, with a 150' x 50' parking area adjacent to the farm stand for parking of vehicles by customers and others. ADDITIONAL INFORMATION/AMENDED RELIEF: During the March 3, 2005 public hearing, the applicants confirmed they had 68 goats at their existing facility in Mattituck. The applicants were requested, and they agreed in this application to reduce the number of goats to 90, and to accept conditions, including but not limited to setback restrictions which buffer adjacent lands from the pasture and other outdoor goat activity areas. OTHER CONSIDERATIONS: In considering the request for Interpretation, the Board agrees that 'goats' are defined as "livestock" and fall under an agricultural farm activity, and are not domestic animals cited under Section 100-31A2(b). Therefore, the 10-acre requirement for a principal use does not apply under Section 100-31A2(b), and an area variance is granted to allow both the house (code requirement of 80,000 sq. ft.) and the goat farm under Chapter 47-3B, on this 4.998 acre parcel. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is proposed the keeping, breeding and raising of goats in conjunction with their residence on this 4.998 acre parcel. The Code requires 80,000 sq. ft. for a single- family residence, and 5 acres of tillable acres of land. By a strict reading of the code, a farm for the purpose of keeping, breeding, raising and training of homes, domestic animals and fowl (except ducks), is required on a lot with a minimum of 10 acres, with or without a principal building. Under Code Section 100-30A1 & 2, a principal building or primary use may be a dwelling or agricultural operations, Under Section 100-31C (8), horses and domestic animals other than household pets, are permitted as an Accessory use, provided that such animals shall not be housed within forty (40) feet of any lot line. (It is noted that under Appeal No. 5441 (Grim), it was determined that keeping of horses for personal use when dedicated to a principal or primary use, such as the applicant's agricultural operations on five (5) tillable acres, is permitted.) In this determination, the permitted agricultural operation is a goat farm facility instead of a horse farm, which requires 5 acres of land, plus 80,000 sq. ft. for the residence. The applicants' property is 4.998 acres, inclusive. 2. The benefit sought by the applicant, as applied for, cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance from the code requirement pertaining to the keeping of goats on five acres, plus 80,000 sq. ft. for the house. 3. The variance granted herein is substantial, resulting in a reduction in the required land area from seven (7) acres to 4.998 acres. The applicants have shown that most of the 4.998 acres will be dedicated to the goat farm in conjunction with their residence in the dwelling, permitted uses in this Agricultural-Conservation Zone District. 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. 31633 Z Date NOVEMBER 29, 2005 Permission is hereby granted to: CATAPANO 3985 SOUND AVENUE MATTITUCK,NY 11952 for : CONSTRUCTION OF A FARM BUILDING FOR ANIMAL STORAGE ONLY AS APPLIED FOR PER ZBA AND PLANNING DEPARTMENT APPROVALS at premises located at 33705 CR 48 PECONIC County Tax Map No. 473889 Section 074 Block 0002 Lot No. 012.002 pursuant to application dated NOVEMBER Building Inspector to expire on MAY Fee $ 150.00 10, 2005 and approved by the ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street * Center Moriches, New York 11934 * Tel: 631-878-3500 * Fax: 631-878-3764 Application: 7145 Issued to: Catapano Address: 33705 Route 48 Date:8/7/06 Village: Peconic Introduced By:.' EECO Electric License#:2781-E was examined and approved up to the above date and was in compliance with the NEC Smoke S~itches Recaplacles Yixtu re* G,F.I. Range Hood Detectors 20 15 32 4 Ove~ Carbon Fans Dishwasher Washer/Amps Dryer/A~ps Range/Amps Monoxide Furnace Oil Gas Heat Zones Whirlpool 8ell Transformers Meter Amps Phase Motors 1 ~OOA 1 )ther Equipment: 1-corn pressor 1-coolong tank 1-pasteurizing tank iOut,Res 5LD; DEP* I TOWN QF This certificate must not be altered in any manner Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 JUN I 5': d ' ~'. 765-9502 T¢tcphor,¢ (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3~14 '~. /0~'~ D 00'-~ Building Permit No. (Please print) Plumber: (Please print) I certify that the solder used in the xvater supply system contains less than 2/10 of 1% (Plumbers Signature) Sworu to before me this day of(~.~/../]~ , 20 /' Notary Public,/~County PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND july 31, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, IxYY Telephone: 631 765-1938 Fax: 631 765-3136 Karen & Michael Catapano 33705 County Road 48 Peconic, New York 11958 Catapano Dairy Farm SCTM #: 1000-74-2-12.2 Dear Mr. & Mrs. Catapano: At your written request date received April 6, 2007 requesting final site plan inspection, Planning Department staff performed a ske visk on April 9, 2007 and July 30, 2007. In reference to the above, the Planning Board held a work session on July 30, 2007 to discuss the approved site plan prepared by Joseph Fischetti, Jr. dated March 17, 2005 and last revised August 5, 2005, the resolution dated September 27, 2005, ZBA decision # 5656 and staff site visit comments regarding the above referenced site plan. Please be aware the Planning Board has accepted survey entkled "Plan of Property for Karen Catapano" prepared and certified by John T. Metzger, Peconic Surveyors dated March 17, 2005 and last revised May 23, 2007 for the file. This is to inform you that the site plan requirements have been satisfied and include the following items: The Planning Board approves the relocation of the drainage leaching pool to the northerly end of the service driveway as reviewed bythe Town Engineer in a letter dated May 17, 2007. As per the Town Engineer's letter, "Contouring or grading of the site should be required where and if necessaryto enable the proposed drainage pools to function properly." The applicant agrees to control all runoff onsite. A copy of the Town Engineer's letter has been attached. · The Planning Board does not acknowledge or approve the location of any fence that maynot comply with a condition required by ZBA decision # 5656 which states, "All fencing shall be at least 20 feet from all propertylines". · All handicap parking stalls, access aisles and signage must complywith NewYork State Code and ADA requirements. · Outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. All lighting must meet town code requirements. · As per Town Code $280-127, "any change in use or intensity of use which will affect the characteristics of the site in terms of parking, loading, access, drainage, open space or utilities will require site plan approval". Catapano Dairy Farm Page Two July 31, 2007 · The applicant agrees to comply with all conditions and requirements as per the Zoning Board of Appeals decision # 5656 granted on March 10, 2005. A copy of this decision is attached. Please be aware the Planning Board has not reviewed the ZBA decision for compliance. · The applicant agrees to obtain all necessary sign permits from the Building Department. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. · The applicant agrees, as stated in their letter dated April 19, 2007, "None of the existing landscape buffers have been akered." All necessary buffers must be maintained. A copyof this letter is attached. · As per landscape survivability, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. This letter does not condone anychanges from the as-built site plan and approvals from other agencies if required. Jetilyn B. Woodhouse Chairperson Enc: File Building Department (with attachments) Engineering Department (with attachments) Zoning Board of Appeals (with attachments) Town Engineer letter dated May 17, 2007 Zoning Board of Appeals decislon # 5656 granted on March 10, 2005 April 19, 2007 letter from Michael & Karen Catapano · Page 3 - March 10, 2005 ZBA No. 5656 - S. and K. Catapano ' CTr~ 74-2-12.2 4. The difficulty has been self-created because the application did not show conformity to the code's minimum land area requirement of five (5) acres for a permitted agricultural operation and 80,000 sq. ft. for a single-family use in this Agricultural-Conservation Zone District. 5. No evidence has been submitted to suggest that a variance in this community of mixed agricultural and residential uses will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a goat farm in conjunction with their residence, 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 Orlando, seconded by Member Dinizio, and duly carried, to INTERPRET, that goats are livestock under Section 100-221E, and not domestic animals, and a goat farm is a permitted agricultural operation, and to REVERSE the first reason of the Building Inspector in its Notice of Disapproval dated December 29, 2004, to confirm that ten (10) acres of land is not required under Section 100-31A2(b) for keeping, breeding and raising of goats, a permitted agricultural operation; and to GRANT the variance as applied for, as shown on the site diagram prepared by the applicants with a date stamp of January 6, 2005, SUBJECT to the following CONDITIONS: 1. All fencing shall be at least 20 feet from all property lines; 2. Spoils shall be at least 70 feet from all property lines; 3. The maximum number of goats permitted is 90. 4. The proposed 50x150 ft. parking area shall be on applicants' site, without any backing out onto the shoulder or read. 5. There shall be no goat or lamb petting pens or any other goat activity outside the designated fenced areas mentioned above or in the future. 6. The farm stand structure shall be in front of/adjacent to the steel barn, as proposed. 7. The Board reserves the right to view and inspect the premises for the purpose of reviewing the above conditions, before or after issuance of a certificate of occupancy. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, Dinizio, and Simon. Resolution was duly adopted (5-0). ~ ~, ~~ Ruth D. Oliva, Chairwoman 4/~' /05 Approved for Filing This  TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION []] [ ] FOUNDATION 1ST ~],,ROUGH PLBG. I ~/' FOUNDATION 2ND [ ] INSULATION ~ ~FRAMING / STRAPPING [ ] FINAL FIREPLACE ~ ~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /?~ --/~- o 7 __ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE 7f//~ ~:~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION [XROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT FENETRATION REMARKS: DATE DONALD G. FELLER *ARCHITECT 11725 Main Rd · Box 1692 · Mattituck, NY 11952 · 631 2985453 ° Fax 298 1380 May 21, 2007 Mr. George Gillen Southold Town Building Department Southold Town Hall Main Road, Southold, New York Re: CATAPANO DAIRY FARM North Road, Peconic, NY BP # 31633Z Dear Mr. Gillen: Based on information provided by the owners, and to the best of my knowledge, I can confirm that the framing and the separation wall installed at the building interior was done in compliance with the Building Code of New York State. Please note that all wood framing was constructed within the interior of the steel frame building, and any strapping requirements shall not apply. INSPECTION SmL~ R~'ORT I ~ATE [ COMMENTS ~SULATION PER N. Y. STATE ENERGY CODE . ~ ~DITION~ cOMMENTS ~f~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved aJc Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health ""<.J4 sets of Building Plans Planning Board approval '"N4 Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20. a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depmlment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises /c2~'~Q.'I/ 5~ ~(d~9~ / ~"~~0 (As on the tax roll orlatest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will he done: House Number Street Hamlet County Tax Map No. 1000 Section 7c~ Block Subdivision Filed Map No. (Name) Lot //~, ~ Lot 2. State existing use and occupancy of premises~and intended use and occupancy of proposed construction: a. Existing use and occupancy 4. Estimated Cost ~/l 2, 0 / 0 0 3 5. If dwelling, number of dwelling units If garage, number of cars b. Intended use and occupancy (~/~ N Nature of work (check which applicable): New Building v'/ Addition Repair Removal Demolition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 7. Dimensions of existing structures, if any: Front ~ Rear Height /~ Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height 8. Dimensions of entire new construction: Front 5~ Height [0 I ~_ ~r~ Numberof Stories / Number of Stories Rear ~'- (~ .Depth 9. Size oflot: Front 3 ~o6/ Rear 33q Depth 10. Date of Purchase 7/a .h//15 ~ Name of Former Owner [f/L 11. Zone or use district in which premises are situated fJWC Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ 13. Will lot be re-graded? YES__ NO__Will excess fill be removed from premises? YES__ 14. Names of Owner ofpremises/T[tC,~r% f ~/~&v~Address 3~-/0 one No. NameofArchitect ~0e ~lg[kOlU~4.r'_ -- Address 5Ob~.f-,J4,~'[t~ /l/t/- PhoneNo Name of Contractor ~-t*~to5 ./FI 0¢ h.I ~tA Address fi} ~ t'~ '~u e ~ ,'Vt~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE/REQUIRED. 9* b. Is this property within 300 feet of a tidal wetland. YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. No/ NO b// NO 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: COUNTY OF ~/~,/,,~t~"/..~ ~,~ ~"'/~/?~ff/f.]O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, ~[gent, Corporate Officer, etc.) of said owner or owners, and is duly author/zed to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / ,~ day of ff/d/d~"/]/,~ 20 ~ ,~ ~ Notaw~b~ ~ / ~- LORRAINE KLOPFER Notary Publi~, St;re of NewYork No. 4828373 Qualified in Suffolk County Commission Expires Nov. 30, THOMAS LAGUARDIA, P.E. COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. LOUIS CALDERONE June 19, 2007 Michael Catapano 33705 North Road Peconic, N.y. 11958 RE: Permit #48-200, CR 48, Sound Avenue (Catapano Dairy Farm) County Treasurer has been authorized to refund your security in the amount of $6,000.00. To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. WH:MPC:In cc: Town of Southold~' Very truly yours, William Hillman, P.E. Chief Engineer By: M. Paul Campagnola~~~'~- Director of Highway Planning & Permits 32~$ YAPHANK AVENUE SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATiVE ACTION EMPLOYER TOWN OF SOUTHOLD PROPERTY RECORD CARD /~'-~i OWNER STREET ~.,~)k.,~)70 ~ VILLAGE DIST.' SUB. FO~ER OWNER N E . ACR. S W ~PE ~ BUILDING [~' ~10 S~S. VL. FARM CO~. CB. MICS. Mkt. Value-V .,, ~ND ~M.. TOTAL gATE R~R~S~.~ ~ (~,~,~, ~._ ~c~ ~Z~ ,o,~'o~:,W~.~ ,>~/~'~ ,liable ~:~* ~0 /,~(~ FRONTAGE ON WATER ~ ~eadowland DEPTH louse Plot ~ b · /~ o ~ .~.~. BULKH~D COLOR TRIM Extension Extension Porch Porch Breezeway Garage Patio Total Foundation ~ ~ Bath Basement ~=-0 L-L. Floors Ext. Walls ~'t0{~ ,C~__~:~A~ Interior Finish Fire Place J, Heat Type Roof Rooms 1st Floor Recreation Room Dormer Rooms 2nd Floor D, riveway ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE APPE0~. r,~ DATE: //'I~/("~.P. # ~ - NOTIIW BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN sTORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF TIlE TOWN COOE. UNDERWRITERS CERTIFICATEi REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -- / "~,o~o~o~ ~,~,~ ~ - ol//~- ~H~ TO~ C°DE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS I~EEN APPROVED~ ~,~._ .~~'~'~ Pi. AN OF PROPERTY FOR '~ ~~ ~T P~NZC ~ L TO~N OF SOU~OLD SUFFOLK COU~ ~K · ~)~~~ WAR~ ~ 200~ ~~. Aug. 5, ~005 - ~ 0 0.5 2.5 Il' 17' Tw=I Bori~9 4/'ZI105 by bi, DONALD GEOSCIENCE 0£ Brown Silly Sand SM Pale Brown Fine Medium Sand SP Pale Bro~n Fine lo HEAL TH DEPARTMENT DA TA N/O/F ANNE A. HUBBARD · TOWN OF SOUTHOLD TOTAL ACREAGE = 5.00 ACRES SCTM ' 1000-74-02-!2.2 TOTAL BUILDING AREA~ EXISTtNG~ SINGLE FAMILY HOME PROPOSED: ADDITION4L BARN/PROCESSING * 8~250 sq. fl. aLLOWABLE SANITARY FI. OW ¢DENSITY~ r, ROUDWA TER MANAGEMENT ZONE aLLOWABLE FLOW FOr SITE /WELLS) = 30c; 9pd, scre 5 ACRE5 ~ ~0~ ~d /500 gpd. ALLOWCZ L ess DWEL~/N~ ~00 qpd I~00 ~¢d AZ L¢NF~ Se~ge Disposal System Design Cdc, Sew¢ge D~posot Design STORAGE, 85D'sq. fL · 0.04 = 34 ~d. CHEESE PROCESSING~ 1900 ~q.B x O J5 ~ 285 gpd. CHEESE PROCESS WASTE ~ CLEA~G 120 TOTAL 439 ~pd.' SAN/TART DESIGN BY JOSEPH FISCHETTi, P.E HOBART ROAD SOUTHOLD~ N.Y. /IgT, THERE NO CESSPOOLS WITHIN !50' 'OF EX/STING WELLS THERE ARE NO WELLS WITHIN ,5C OF CESSPOOLS deep AR~4 :.U,?: 4 ' , FIN. FLR EL 32 SEPT,'C SYSTEM DETAIL NEW BUILDING 8' dia. Leaching Pool SITE DESIGN DESIGN BY IOSEPH FISCHETTI, PE HOBART ROAD SOUTHOLD, N,Y. J ELEVATIONS REFERENCED TO AN ASSUMED DA TUM /~ECONIC ~O~YORS, P.C. (6J1) 765-5020 FAX (6Jlj 755-1797 P.O, BOX 909 SOU~OLD, N.Y 11971 0.5 2.5 IT' Tee! Boring 4/21105 by McDONALD DEOSCIENCE N/o/F JOHN B. SEPENOSKI S60~O'O0"E $0Z55' METAL BUILDING FENCE $66'07 ,CICA PA V~M~WT 410.6 HEAL TH DEPARTMENT DA TA TOTAL ACREAGE -~ 5.00 ACRES SCTM ' I000-T4-02-12.2 TOTAL BUILDING AREA: EX/STING' SINGLE FAMILY HOME PROPOSED: ADDITIONAL BARN/PROCESSING * 8~B50 sq. fl. ALLOWABLE SANITARY FLOW (DENSITY] GROUDWA TER MANAGEMENT ZONE IV ALLOWABLE FLOW FOR SITE (WELLS) = GOO gpd/~cre 5 ACRES ~ 600 gpd JO00 gpd. ALLOWED Less DWELLING _JO0 qpd Z.ZO0 gpd ALL'OWED FOR NEW CONSTRUCTION Sewage Disposal Syslem Design Cdc. Sewage Disposal Des/ga SANITARY DESIGN BY HOBART ROAD THERE NO CESSPOOLS THERE ARE NO WELLS Septic Tank, //,~7 gpd ~ Z day flow,. = ~,~::~ gpd Provide' 1250 gaL Seplic Tank - 8 ¢~ 4 fiquid dsplh Use m/n/mum of 300 eq. fh of /eaching 8'0 x /2' deep AREA = 5.000 ~ = MONUMENT WITHIN 150' 'OF EX/STING WELLS WITHIN 150' OF CESSPOOLS GREASE TRAP NEW BUILDING 8' dis. Lec~ch/ng Pool 12' deep REMOVE IMPERVIOUS ~ SOIl- BACKFILL · ITH CLEAN SAND & CRA VEL MZLL -~0.4D BITE DESIGN DESIGN BY JOSEPH FISCHETTI, RE HOBART ROAD SOUTHOLD~ N.Y. {65D 765 2954 PLAN OF PROPERTY FOR KAREN CA TAPANO A T PECONIC TO N OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000- 74--0~-1~.~ SCALE: 1'--20' MARCH 17, 2005 Aug. 5, 2005 - Mo'.F 25, KEY MAP SITE ELEVATIONS REFERENCED TO AN ASSUMED DATUM ANY ALTERA?70N OR ADDITION TO THIS SURVEY IS A WOLAUON OF SECHON 72090F THE NEW YORK STATE EDUCA770N LAW. EXCEPT AS PS/? SEODON 7209-SUBDI[4SION 2. ALL CER77FICATIONS N. KS. LIC. NO. 49618 /(~ECONIC ~UJ~2EYORS, P.C. (6J1) 765-5020 FAX (6Jl) 785-1797 P.O. BOX 909 12J0 TRAVELER STREET $OUTH©LD, N.X M97 05--117 I1 Icc,' ...~~: ~.~ . , ..... 54L~ f , ~ : ~'M ~'-~ , 1 iOFI BUILDER/CONTRACTOR RESPONSIBILITIES MATERIALS ENGINEERING DESIGN CRITERIA BUILDING DESCRIPTION THE MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS StiPULATED MATERIAL PROPERtiES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICAtiON OF BUILDING CODE NEW YORK 2002 NOMINAL SIZE.' WIDTH LENGTH EAVE HEIGHT ROOF-SLOPE OTHERWISE IN THE ORDER DOCUMENTS, THE MANUFACTURER'S DESIGN, FABRICAtiON, QUALITY CRITERIA BUlL T-UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, BUILDING END USE FARM STANDARDS AND TOLERANCES WILL GOVERN, ASTM A572, ASTM A1011 SS, OR ASTM A1011 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI. CLASSIFICATION OF BUILDING STANDARD (LOW SIDE) CATEGORY I THE BUILDER/CONTRACTOR OR AlE FIRM IS RESPONSIBLE FOR OVERALL PROJECT BUILDING "A" 55'-0 X 150'-0 X 10'-0 5: COORDINAtiON, THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL MATERIAL PROPERtiES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, IMPACT LOADS NONE ASSOCIA TED WORK IN COMPLIANCE WITH THE MANUFACTURER DRAWINGS, TEMPORARY SUPPORTS, ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSL HOT ROLLED SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. DEAD LOAD (STAR MATERIAL) 2.5 PSF GENERAL NOTES WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CONTRACTOR, ALL INTERFACE AND (AVERAGE WEIGHT OF PANELS + PURLINS) COLLATERAL LOADS O. 0 PSF (TOTAL) I) ROOF PANEL 26 GA. DURA-RIB -- SMOKEY BLUE ' --~ COMPATIBILITY OF ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE THE RESPONSIBILITY HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM ASO0 GRADE B. MINIMUM YIELD POINT IS SPRINKLER O. 0 PSF OF AND TO BE COORDINATED BY THE BUILDER/CONTRACTOR OR AlE FIRM. UNLESS SPECIFIC DESIGN 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS. CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER CEILING (NON-PLASTER) 0.0 PSF 2) WALL PANEL 26 GA. DURA-RIB -- STONE GRAY- ~- - DOCUMENTS, THE MANUFACTURER ASSUMPTIONS WILL GOVERN, WHERE DISCREPANCIES EXIST BETWEEN LIGHTS O. 0 PSE ~] -' THE MANUFACTURER DRAWINGS AND THE PLANS OF OTHER TRADES, THE MANUFACTURER DRAWINGS MATERIAL PROPERtiES OF COLD-FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE OTHER 0.0 PSF ,~) LINER PANEL 26 GA. DURA-RIB -- REGAL WHITE SHALL GOVERN, THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT REQUIREMENTS OF ASTM A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS I GRADE 55, WITH FIXED SERVICE EQUIPMENT NONE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REOUIREMENTS OF ANY GOVERNING A MINIMUM YIELD POINT OF 55 KSI. DES I GNED ROOF L I VE LOAD 20.0 PSE (PURL INS) 4) CORNER FLASH 26 GA. -- STONE GPA Y . BUILDING AUTHORITIES. THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND COLUMN LINES 1-7 20.0 PSF (FRAMES) 5) BASE FLASH 26 GA. -- STONE GRAY PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. GROUND SNOW LOAD 50.0 PSF 6) LINER FLASH 26 GA. -- REGAL WHITE THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULA770NS AND DESIGN CERTIFICATION SPEC/FICA T/ONS SNOW EXPOSURE FACTOR 1.0 PARTIALLY EXPOSED THERMAL FACTOR 1.0 HEATED 7) ALL OTHER FLASH 26 GA. -- SMOKEY BLUE ARE BASED ON ORDER DOCUMENTS AS OF THE DA TE OF THESE DRAWINGS. THESE DOCUMENTS IMPORTANCE FACTOR, SNOW I. 0 SHALL DESCRIBE THE MA TERIAL SUPPLIED BY THE MANUFACTURER AS OF THE DA TE OF MATERIALS SUPPLIED BY THE MANUFACTURER FOR THIS BUILDING HAVE BEEN DESIGNED ROOF SNOW LOAD ,.~5.0 PSF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY ALTERATIONS TO THE SLOPE FACTOR 1,0 ENGINEER/NC NOTES - - DRAWINGS, SUPPORTING STRUCTURAL CALCULA770NS AND DESIGN CERTIFICATION. THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS, BUT NOT LIMITED TO, SLOPED ROOF SNOW LOAD 55.0 PSF BUILDER/CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLANGE BRACES SHOWN ON THESE EREC170N "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS, DRAWINGS OR THE ADDITION OF OTHER CONSti~UCTION MATERIAL OR LOADS WILL VOID ALL WIND SPEED 120.0 MPH. ~ SECOND GUST DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE S'~RAND SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION, WARRANTIES AND CERTIFICATIONS SUPPLIED BY MANUFACTURER AS THEY APPLY TO THIS CONDITION. IMPORTANCE FACTOR, WIND I CABLE DIAMETER FOR WIRE STRAND CABLE BRACING. ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, WIND EXPOSURE C THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT CIVIL OR STRUCTURAL ENGINEER. THE MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR BUI LD I NG DES I GNED PART I AL L Y ENCLOSED AL L BOL TED JO I NTB WI TH A~25 TYPE IBOL TS ARE SPEC I F I ED AS SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS, INTERNAL PRESSURE COEFFICIENTS 0.55 +/- GCPI SNUG-TIGHTENED JOINTS IN ACCORDANCE WI TH THE "SPECIEICATI¢'N F~R ALL GLAZED OPENINGS MUST BE DESIGNED TO RESIST WIND-BORNE DEBRIS STRUCTURAL JOINTS USING ASTM A$25 OR A490 BOLTS, JUNE 2,~, SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR MATERIALS SUPPLIED MATERIALS HAVE' BEEN DESIGNED WITH THE MANUFACTURERS' STANDARD DESIGN OR MUST BE SPECIFICALLY PROTECTED FROM WIND-BORNE DEBRIS IMPACT. PRETENSIONING METHODS, INCLUDING TURN-OF-NUT AND CALIBRATED~WRENCH BY THE MANUFACTURER, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE MANUFACTURER PRACTICES WHICH ARE BASED ON PERTINENT PROCEDUREB AND RECOMMENDAtiONS OF THE ARE NOT REQUIRED. OR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN FOLLOWING ORGANIZATIONS AND CODES: SEISMIC ACCELERATION VALUES PROFESSIONAL FOR THE CONSTRUCTION PROJEC~ NEITHER THE MANUFACTURER NOR ANY OF ITS SS = 42.$0~ GRAVITY THE MANUFACTURER HAS NOT DESIGNED THE STRUCTURE FOR SNOW AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE AMERICANt INSTITUTE OF STEEL CONSTRUC170N: "SPECIFICATION FOR S1 = 9.40~ GRAVITY ACCUMULATION LOADS AT THE GROUND LEVEL WHICH MAY IMPOSE CONSTRUC170N PROJECI~ THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICAtiON THAT STRUCTURAL STEEL BUILDINGS'; ALLOWABLE STRESS DESIGN. SOIL SITE CLASS D LOADS ON THE WALL FRAMING BY STAR. THE MATERIALS FURNISHED BY THE MANUFACTURER ARE IN CONFORMANCE WITH ALL RE QU/A £MEN TS OF THE AMERICANI IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF SEISMIC DESIGN PARAMETERS ORDER DOCUMENTS. DESIGN CONSIDERAtiONS OF ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER COLD-FORMED STEEL STRUCTURAL MEMBERS", ALLOWABLE STRESS DESIGN. SDS = O. 41 FIELD LOCATED FRAMED OPENINGS SHALL BE LOCATED IN THE BAY AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND THE BUILOIND CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET~ SD1 = O. 15 ELEVATION AS DOCUMENTED IN THE ORDER DOCUMENTS AND AS SHOWN ' DESIGN PROFESSIONALS OTHER THAN THE MANUFACTURER UNLESS SPECIFICALLY INDICATED OTHERWISE. METAL BOIILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS SEISMIC DESIGN CATEGORY C ON THE ERECTION DRAWINGS. INSTALLATION OF THE FRAMED OPENIN~ MANUAL ". ANAL YS I S PROCEDURE EQU I VALENT LA TERAL FORCE A T D I FFERENT L OCA TI ONS MA Y VOI D THE WARRANT I ES AND - APPROVAL OF THE MA'NUFACTURER DRAWINGS AND DESIGN DATA AFFIRMB THAT THE MANUFACTURER BASIC SEISMIC FORCE RESISTING SYSTEM CERTIFICATIONS AS THEY APPLY TO THE MATERIALS SUPPLIED BY - THE FOLLOWING SEISMIC FORCE RESISTING SYSTEMS ARE USED~ BUILDING MANUFACTURER. HAB CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES ALL WELDING IS PERFORMED IN ACCORDANCE WITH AWS DI.1. UNLESS OTHERWISE CALLED ORDINARY STEEL MOMENT FRAMES AT COLUMN LINES 2-6 BUILDER/CONTRACTOR'S ACCEPTANCE OF THE MANUFACTURER'S INTERPRETAtiON OF THE ORDER DOCUMENTS FOR ON THE ORDER D~OCUMENT~ AND OF THE MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND ORDINARY STEEL BRACED FRAMES AT COLUMN LINES 1 AND 7 THE GIRTS IN BUILDING(S) A AND SIDE(S) SWA/SWC HAVE BEEN QUALITY CRITERIA STANDARDS AND TOLERANCES. UNLESS NOTED ON THE EREC170N DRAWINGS, NO FIELD WELD/ND IS REQUIRED. WHERE ORDINARY STEEL BRACED FRAMES AT SIDEWALLS A AND C DESIGNED WITH THE LINER ATTACHED TO THE INNER FLANGE OF TH~ GI~S. THE LINER IS NOT INSTALLED OR IS REMOVED THE GIRT SHALL BE ~EVI£WEI~ FIELD WELDING IS SPE~;IFIED THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR TO ENSURE STRUCTURAL ADEQUACY. ' MASONRY AND tiLT-UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. DETERMINING THE METIHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. THE ~ MANUFACTURER IS NOT RESPONSIBLE FOR WELDMENT SURFACE PREPARATION EXCEPT AS WIND LOADS FOR COMPONENTS NOT PROVIDED BY BUILDING MANUFACTU~R THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS SPECIFIED IN THE ORD,'ER DOCUMENTS. INTERIOR ZONE END ZONE RECEIVED. SHORTAGES MUST BE REPORTED TO THE MANUFACTURER WITHIN 1~ DAYS OF DELIVERY~ OPENING AREA SUCTION PRESSURE SUCTION PRESSURE ' S I ZE GOEF. COEF. COEE. COEF. WHERE SHOWN IN MANUFACTURER'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND (FT) (ET) (SD FT) PSF PSF PSF PSF LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL ~ANELS PROVIDED BY '~ ,~ 9 -I.28 I. 15 -1.58 1. 18 -28.61 26.57 -55.51 26.57 - THE MANUFACTURER. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF ~ $ 7 21 -1.25 I. 13 -I. 46 I. 13 WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY ,t~ANUEACTURER INSPECTION/JOBSITE -27.43 25.20 -52, 70 25.20 AS THEY APPLY TO THIS CONDItiON. THE FIELD INSTALLATION OF X-BRACING OR OTHER M£ZNS TO 6 7 42 -I. 17 1.07 -I.56 I. 07 PROVIDE LATERAL STABILITY MAY BE REQUIRED AS A RESULT OF THE REMOVAL OF WALL PANELS. -26.25 24.01 -JO,J5 24.01 SPECIAL SHOP A,ND ALL FIELD INSPECtiONS AND ASBOClA TED FEES ARE THE RESPONSIBILITY 6 10 80 -I. 1~ I. O~ -I .26 1.05 OF THE BUILDER/CONTRACTOR UNLESS SPECIFIED OTHERWISE IN THE ORDER DOCUMENTS. -25. 15 22.91 -2~. 12 22.91 10 12 120 -I,09 0,99 -1.20 0.99 FIELD INSPECTIO^V MA Y BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND/OR THE -24. 45 22.22 -26. 75 22.22 -- STATE OR LOCAL JURISDICTION, NOT BY THE MANUFACTURER, 12 14 168 -I.07 0.97 -1. 14 0.97 -2~,88 21,64 -25.56 21,64 THE MANUFACTURER IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE 14 16 224 -I. 05 O. 95 -I. 10 O, 95 CROSS SECTION MEMBER MARK NUMBER INSPECTION. OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF -23.59 21. 15 -24.59 21. 15 -- THE BUILDER/CONTRACTOR. 16 20 520 -1.02 O. 92 -I. 05 O. 92 SECTION -22, 78 20.54 -25. $7 20.54 DESC. ( d x b x t ) L DJ (DOOR JAMB) 20 25 500 -0.98 0.88 -0.98 O. 88 (IN) (IN) DH (DOOR HEADER) -21.90 19.67 -21.90 19.67 1 8.5C75 8,5X3.25C. 075 .750 ~ 8.5C92 8.5X3,25C. 092 1.00 GC (CEE MEMBER.) NOTES: '~ 1, ABOVE VALUES ARE BASED ON WIND ENCLOSURE AS ENCLOSED --- ~--~' 10075 10X2.750.075 1.125 2. IF ROOF SLOPE IS LESS THAN 10 DEGREES, ~ VALUES MAY BE REDUCED I0~. d ~ t 10C84 10X2,750.064 1,125 ,~, ENDZONE IS DEFINED 5.375 FT FROM BUILDING CORNER~. 4. COEF. IS RESULTANT OF £GCP-GCPI~. ~ 100100 I0X2.750. I00 1.1875 5. THE SIZES SHOWNED ARE TYPICAL SIZES AND MAY NOT BE PRE~NI'. I2CBO 12X,~.250.060 1.41 6. FOR SIZES NOT SHOWN, CHOOSE A SIZE WITH SMALLER AREA. 12066 12X5,250.068 1.50 7. ALL DOORS, WINDOWS, AND OTHER ACCESSORIES NOT SUPPLIED BY THE BUILDING MANUFACTURER SHALL BE DESIGNED TO WITHSTAND 120100 12X~.250.100 1.52 APPLICABLE WIND LOADS AND ARE NOT CONSIDERED AS OPENINCS WHEN SECTION DETERMINING IF THE BUILDING IS ENCLOSED. L Z (PURLIN) - OESO. ( d x b x t) (IN) (IN) Z (GIRT) - ~.5Z57 8.5X2.57.057 ,769 B. BZ6 6.5x2.5z. .7BI 8.5Z72 B. 5X2.5Z. 072 .951 ~'~ 8,5Z80 8.5X2.5Z. 080 .965 2 ~ A507 BOLT GRIP TABLE - ,077 ,0x2.757.0 ,.0 0 TO 9/,6" ' NO E: .__t,~ 10Z84 10X2.75Z084 1.0 5/8" TO I 1/16" I ,~/4" F. ?: FUL,L THREAD ENGAGEMENT IS ,oz,oo ,0x2.757.,00 ,.0626 , ,/6"TO, 2 ,/4" -- DEEMED TO HAVE BEEN MET REVISED WHeN THE END OF THE BOLT 12780 12X5.257.080 1.28 I 5/6" TO 21~16" 25/4"~,y/ IS t~LUSH WITH THE FACE OF 12Z88 12X5.257.0~8 1.55 2 1/8" TO 2 9/16" 5 1/4" --~,y~/~ THE NUT, DENNIS P. WATSON, P.E. ,27,00 ,2x .25 .,00 FOR PERMIT PURPOSES OKLAHOMA Q'T . SECTION F. ~ DENOTES FULLY THREADED NEW YORK P.E, 062735~1 DESC. ( d x b x t ) (iLN) E (EAVE STRUT) , I[I I b (IN) 1. THIS DRAWING, INCLUDING THE INFORMAtiON HERE, RE~AINS THE PROPERTY OF THE REVISED Z~ REVISED THRU SALES ORDER REVISION ~2 JAG 10/10/05 ANTHEM STEEL CORPORATION LLC '~°BNo. _- 8.5E92 8.5X3.250.092 1.00 DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND BHALL NOT BE MODIFIED, BROOMFIELD.PHONE: 800-840-297900' 80020 .... REPRODUCED, OR USED FOR ANY OTHER PURPOSE WI2-HOUT PRIOR WRITTEN APPROVAL OF FAX: 720-962-5496 ! IOE84 IOX3.250.084 1.19 THE MANUFACTURER. BUILDER; CUSTOMER: d ~ · 10E84 IOX~.6250.084 1.25 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, CHECKED ~ATE ANTHEM STEEL CORPORATION LLC MICHAEL CATAPANO _- ~ 12E80 12X,~.250.080 1.41 GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE 12E88 12X,~,250.088 1,50 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE MANUFACTURER NMM 10/11/05 LAKEWOOD, CO TUCKAHOE, NY EREC770N GUIDES, AND INDUSTRY STANDARDS. ENG. RE~E~¥ ~RA~NG NO. 12EI00 12X5.250. 100 1.52 DPW El CL49J AT ?ill AND 10" PURLINS DENOTES; PURLIN OR GIRT STRUT, CL495 A T PURLINS · - DENOTES: CLIP LOCATION CL204 A T 8~" AND 10" PURLINS -- DE~ ~LIP~-AT~N~ ~ CL504 AT 12" PURLINS ~~ ~. m ~----~ i I DENOTES: PULLOVER WASHERS i i_:--J_ PANELDENOTES:r4)WIDTH SCREWS PER 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 ~ 5'-4~ -I 7,_6 LINER PANEL : : _, .. , _ _ _ ~H~t ~L491 .i - _ _ ........... I - - -I ~ 7'-~ .N~ P~N:~ ' 1'-2 1'-2 ROOF FRAMING PLAN C Z_SECTION LAP TABLE SYMBOL LAP SYMBOL LAP SYMBOL LAP <~ 1'-7 LAP (~ 3'-7 LAP (~ 5'-1 LAP <~> 2'-1 LAP <~> ~'-1 LAP (~) 5'-7 LAP 2'-7 LAP LAP NO TES: REVISED REVISED THRU SALES ORDER REVISION ~o/~o/o8 CHECKED DA TE N~M I0/11/05 NOT TO SCALE FOR PERMIT PURPOSES ANTHEM STEEL CORPORATION LLC 26 OARDEN CENTER, SUIT~ BROOMFIELD, CO, BOOAO PHONE: 800~40-2979 FAX: 720-962-5498 BUILDER: ANTHEM STEEL CORPORATION LLC LAKEWOOD, CO CUSTOMER: MICHAEL CATAPANO TUCKAHOE, NY DENNIS P. WA TSON,. P. E. 8600 S, I-~5 SERVICE ROAD OKLAHOMA CITY, i~K. 73149 NEW YORK P.E. 062~35=! JOB NO, I1 B 24825 ORA WING NO. £2 3'-6 3'-6 6'-0 8'-0 11'-0 1'-2 23'-10 25'-0 25'-0 2~'-0 , , 25'-0 , 23'-I0 1'-2 I ] .... ~ ............ ~'-~0~ ~'-~0 I WAL~ S~EE[/NG ELEVg rlON "A " ~ .I DH1 ~ ' 25'-0 25'-0 25'-0 25'-0 25~_0 25'-0 ,, , ~ , ~ ,,, WA~L S~EET/NG E~E~ T/ON "C" NO~: GIRTS AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING [ = - DENOTES; PULLOVER WASHERS AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, o~ ~, ~/o~ ~.~,~ ~o~ ~ ~ ~. REVISED DENNIS P, WA TSON, P.E. 8600 S. I-~5 SERVICE ROAD FOR PERMIT PURPOSES SECT/ON LAP TABLE NOTES: REVISED ~ REUSED ~RU SALES ORDER REVISION ~2 JAG~0/~0/05 ANTHEM STEEL CORPORATION LLC Z SYMBOL LAP S~BOL LAP SYMBOL LAP DESCRIBED IN ~E APPLIGAB~E OROER DOCUMEN~ AND SHALL NOT BE M~I~ED, FAX: ~ ~IS DRA~N~, DETAILS; REFERENGED IN ~IS DRA~NG, ALL APPLIOABLE NMM 10/11/0~ LAKEWOOD, CO TUCKAHOE, NY ~ 2'-1 LAP ~ 4'-I LAP ~ 5'-7 LAP MANUFACmRER ERECDON G~IDES, AND INDUS~Y STANDARDS. DRAWING NO. NOT TO SCALE .I OH1 ~ ~ 3'-6 6'-0 8'-0 11'-0 25'-0 25'-O 25'-0 25'-0 25'-0 . . 25'-0 . ~ . , ,. 12 L 16'-6 8'--0 20'-0 , ?'-0 4'-6 17'-6 ELEVATION "B" 12 RE1 c 7 -, ~ ,~'-0 8'-0 ~'-0 , 4'-6 17'-6 20'-0 16'-6 1'-~ ELEVA T/ON "D" PANELS TO BE ~.. FIELD CUT % WALL SHEEtiNG ELEVATION "B" WALL SHEEtiNG ELEVATION "D " TO BE FIELD CUT NO TES: NOTE: GIRTS AND/OR WALL PANELS MAY REQUIRE FIELD CUTTING A T FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS, AND/OR CONSTRUCTION (NOT BY STAR) AREAS. REZSED REUSED THRU SALES ORDER REVISION REVISED NOT 1TO SCALE ANTHEM STEEL CORPORATION LLC 26 CARDEN CEN~R, SUITE 2 BUILDER: ANTHEM STEEL CORPORA TION LLC LAKEWOOD, CO CUSTOMER; MICHAEL CATAPANO TUCKAHOE, NY JOB NO, ~-.~ 11 B 2482.5 E4 iO/lO/O5 FLANOE BRACES PIECE MARK MA TERIAL FBI_ FB2_ FB3_ ANGLE 2 X 2 X ~ ANGLE £~ X 22~ X SPLICE BOLT TABLE HARDENED BEVELED OTY, SIZE TYPE WASHERS WASHERS '~ X 2 A,325 B&N 0 0 12 { SYM. 27'-6 FL. 55'-0 OUT/OUT OF STEEL CROSS SECTION A T FRAME LINES "2" THRU "6" N 0 TES: REUSED REVlSED THRU SALES ORDER REVISION CHECKE~D OATE ,NMM 10/11/05 INOT TO SCALE GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXtMATE A MAY VARY DUE TO CONDITIONS VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION, ANTHEM STEEL CORPORATION LLC BUILDER: ANTHEM STEEL CORPORATION LLC 26 GARDEN CENTER, SUI~ 2 BROOMFIELD, CO, 80020 PHONE: 800-840-2979 FAX: 720-962-5498 CUSTOMER: MICHAEL CATAPANO JOB NO, 11 B 24825 LAKEWOOD, CO TUCKAHOE, NY ORA~NG NO, E5 UTILIZE BOTTOM HOLE FOR BOL TING UP FLANGE BRACE 00~ FLANGE BRACE., (2) LAP BOLTS MUST BE INSTALLED AT END OF LAP NOTE: PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF THE RAFTER. SEE ERECTION DRAWINGS FOR LAP SYMBOL AND Z_SECDON LAP TABLE IFRAME DO NOT INSTALL BOLTS HERE UNLESS CLIP CL49,,z, CL204, CL277 OR FACTORY PURLIN I WELDED WING PLA TBS ARE REQUIRED 000 RAFTER FLANGE BRACE MA Y BE REQUIRED ON ONE OR BOTH SIDES OF PURLIN. SEE ERECTION DRAWINGS FOR LOCATIONS. FLANGE BRACE CONNNECTION TO PURLIN NOTE: GIRT LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF THE COLUMN. SEE ERECTION DRAWINGS FOR LAP SYMBOL AND Z_SECDON LAP TABLE lO 000 INNER GIRT (2) LAP BOLTS MUST BE INSTALLED A T END OF LAP SUB NUT I ~"~ HEX NU1 COLUMN ~ FRAME FLANGE BRACE TO GIRT FLANGE BRACE MAY BE REQUIRED ON ONE OR BOTH SIDE OF COLUMN SEE ERECTION DRAWINGS FOR LOCA PON UTILIZE INNER FLANGE HOLE- FOR BOL DNG UP FLA BRACE 000 DO NOT INSTALL BOLTS HERE UNLESS CLIP CL203, CL204, CL277 OR FACTORY WELDED WING PLA TBS ARE REQUIRED OUTER ~..,.....-- EAVE STRUT CLIP CL268 , MA TERIAL WI(6,) ~"~ A$25 BOLTS COLUMN EA VE STRUT CONNECTION BYPASS COLUMN (2) ~ A325 BOLTS WITH WASHERS LOCATED AS SHOWN 2~ A325 BOLTS UNLESS NOTED (2) ~ A325 BOLTS WITH WASHERS ON TOP SIDE ONLY CL259 ~" MA TERIAL ~ A325 BOLTS ENDWALL COLUMN CONNECTION FLUSH/INSET COLUMN ~) SLOPE ~/f- PURLIN ~- Q IRED BY DESIGN DENOTED / %% CM%TIoSN ? W,N G s Wi TH J" MATERIAL -- -~Z~",,_ RAFTER PURLIN ANCHORAGE DETAIL BRIDGE CLIP CL212 .092 MA TERIAL ~¢ AJ25 BOLTS WITH WASHERS LOCA TED AS SHOWN PURLIN LAP (2) ~'"~ A,~OZ (2) PULLOVER WASHERS RAFTER OR TOP UF COLUMN- CLIP @ g~ & 10" PURLINS @ 12" PURLINS ~- PURLIN . ~ ANCHORAGE CLIP WHEN -REQUIRED BY 5)ESIGN DENOTED /ON ERECTION ~DRAWINGS WITH ~ THE SYMBOL ~&  J" MA TERIAL ~- RAFTER PURLIN ANCHORAGE DETAIL PURLIN ATTACHMENT WITH PULLOVER WASHERS :~- DENOTES: PULLOVER WASHERS LOCA PONS AS SHOWN ON ROOF FRAMING PLAN NO TBS: REUSED REVISED THRU SALES ORDER REVISION ,.~2 WEB STIFFENER CL20# WHEN REQUIRED BY DESIGN. SEE ERECTION DRAWINGS FOR LOCATIONS AS DENOTED BY THE SYMBOL ~. 8 MA TERIAL RAFTER PURLIN WEB STIFFENER DETAIL PURLIN (2.) ]"~ A307 BOLTS WASHER PLA TE CL28~ ~" MA TERIAL RAFTER OR OF '"OI_UMN PURLIN ATTACHMENT WITH WASHER PLA TE -- - DENOTES: WASHER PLATE LOCADONS AS SHOWN ON ROOF FRAMINtG PLAN to/ o/o5 CHECKED DA ITE NMiM NOT- TO SCALE BUILDER: ANTHEM STEEL CORPORAtiON LLC BRACE SLOPE WASHER FLAT WASHER HEX NUT BURR THREADS AFTER FINAL TIGHTENING DETAIL A T ROD BRACE CONNECTION _ GIRT LAt (2.) .~ ~ A307 (2.) PULLOVER WASHERS SUB- NUT (1 AT EACH LAP) COLUMN GIRT ATTACHMENT WITH PULLOVER WASHERS ~- DENOTES: PULLOVER WASHERS LOCADONS AS SHOWN ON WALL ELEVADONS REVISED FOR ,PERMIT PURPOSES O LANOMA CITT -OK. 7514~ B NEW YORK P.E. 062755-~- B ANTHEM STEEL CORPORATION LLC - 2s ~AR~EN C~N~R, SU~ ~ ] 1 ~ 24825- BROOMFiELD, CO, 80020 CUSTOMER: MICHAEL CA TAPANO TUCKAHOE, NY '- ~£- BRA WING NO, ~ ~' LAKEWOOD, CO 150'-0 I 25' 0 25'-0 25'-0 25'-0 25'-0 25'-0 I' 1.4'-q lo'-9 B'-6 5'-9 ~ ,,A,, ,,O,, Ii "E,,1 3 I I 'r.. I I I "F" 1'-2 4'-0 5'-9 B'-6 10'-9 4' 0 1'-2 BASE DETAIL SEC TION "F" ANCHOR BOLTS BASE OF STEEL A T ELEV. I00'-0 ANCHOR BOLT SETTING PLAN 9 J 2~ ("4 BASE DETAIL SECTION "A " 1"¢ ANCHOR BOL TS BASE OF STEEL AT ELEH I00'-0 BASE DETAIL 'l SEC T/ON "B" ANCHOR BOLTS BASE OF STEEL AT ELEV. 100'-0 BASE DETAIL SECTION '"C" ~"¢ ANCHOR BOL TS BASE OF STEEL A T ELEK 100'-0 BASE DETAIL SEC T/ON "D " ANCHOR BOLTS BASE OF STEEL AT ELEV. 100'-0 C ~ I o'-io BASE DETAIL , 5~' ,.4,2,2~', SEC flON "E" ~"~ ANCBOR ~ASE OF S[EE~ ~ ELE~ ~00'-0 REVISED THRU SALES ORDER REVISION ~2 REVISED TO USE 10" GIRTS AT ALL WALLS lo/u/D5 10/~ B/05 CHECKED~ DA TE xrxx I0/1B/05 N~OT ~0 SCALE ANTHEM STEEL CORPORATION LLC 28 GARDEN CENTER, SUITE 2 BROOMFIELD, CO, 80020 CUSTOMER: MICHAEL CATAPANO TUCKAHOE, NY BUILDER: ANTHEM STEEL CORPORATION LLC LAKEWOOD, CO DENNIS P. WA TSON, P.E. i 8600 S. 1-35 SERVICE ROAD I I OKLAHOMA CITY, OK. 75149 I JOB NO. 11 B 24825 ORA I'klNG NO. F1/L