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HomeMy WebLinkAbout36313-Z Town of Southold Annex 2/11/2014 P.O. Box 1179 54375 Main Road 41 Southold, New York 11971 '01 f CERTIFICATE OF OCCUPANCY No: 36763 Date: 2/11/2014 THIS CERTIFIES that the building FARM BUILDING Location of Property: 55 Cox Neck Road, Mattituck, SCTM 473889 Sec/Block/Lot: 113.-7-19.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this officed dated 4/8/2011 pursuant to which Building Permit No. 36313 dated 4/8/2011 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: non-habatible accessory horse carousel as applied for. The certificate is issued to James J. Bisset[, III of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36313 11/25/13 PLUMBERS CERTIFICATION DATED Au o ed gta e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY f BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36313 Date: 4/8/2011 Permission is hereby granted to: JAMES J. BISSETT III 323 LONG ISLAND AVENUE HOLTSVILLE, N.Y. 11742 To: CONSTRUCTION OF A NON HABITATABLE ACCESSORY BUILDING (PEN) IN THE REQUIRED REAR YARD AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 34227 At premises located at: 55 COX NECK RD MATTITUCK, N.Y. 11952 SCTM # 473889 Sec/Block/Lot # 113.-7-19.23 Pursuant to application dated 4/8/2011 and approved by the Building Inspector. To expire on 10/8/2012. Fees: PERMIT RENEWAL $1,050.90 Total: $1,050.90 j r 6Euii ing Inspector t ~ 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. 34227 Z Date OCTOBER 13, 2008 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF A NON HABITATABLE ACCESSORY BUILDING (PEN) IN THE REQUIRED REAR YARD AS APPLIED FOR. REPLACES EXPIRED BP # 31503 at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated OCTOBER 13, 2008 and approved by the Building Inspector to expire on APRIL 13 Fee $ 1,050.90 1 th zed i nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31503 Z Date OCTOBER 6, 2005 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF A NON-HABITABLE ACCESSORY BUILDING (PEN) IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated SEPTEMBER 30, 2005 and approved by the Building Inspector to expire on APRIL 6, 2007. Fee $ 1,050.90 ZdoriA S COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. 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 electrical installation from Board of Fire Underwriters. 4. "Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. . 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements- B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $30.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (c ck one) Location of Property: S C CK /Ur 6e House No. -T ~Street Hamlet owner or Owners of Property: V a,"c j a~ /lJL ZV- Suffolk County Tax Map No 1000, Section (f. 3 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (chec one) Fee Submitted: $ Jib p [cant Signature pF SO!/ryolo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 c Q roger. riche rt(a)town.southold.ny.us Southold, NY 11971-0959 00lINTl BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bissett Address: 55 Cox Neck Rd City: Mattituck St: NY Zip: 11952 Building Permit* 36313 Section: 113 Block: 7 Lot: 19.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: CAROUSEL, 1-control panel, I-motor Notes: Inspector Signature: ~c Date: Nov 25 2013 irz~ 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ---INSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ IF DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ]FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -x . CS DATE INSPECTOR 3&3 t 3 ® x-49 -c- TOWN OF SO DI G DEPT. 765.18 IN TION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT WNMWTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~Jccr a DATE OF INSPECTOR h t^. AVW J14 E'b D N6 , bec 05, 20, 3 Mr It. ' 260 BLDG OEM TOWN OF SOIVITLD . m; Micl ftt variry Town of Southold gilding topatment Southold, NY Re Otsset#.Nursery Permit~J02~3 ; ceessM Bam MBt Job'#'C2WMO Dow Mr. Vw ty Please be advised that the tea trusses am what I speafl00 in my previous design. L k? w also conflmied it*V o. trusses wwaa nstalleil in, this projed. YOM", UESjl3N E GROUP; PC Ronald L. Sutton; PE QF µEW y~ ~lr 3f1Y LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G November 12, 2013 Town of Southold Building Department Town Hall Annex - 54375 Main Road P.O. Box 1179 Southold, New York 11971 Re: Horse Carousel 55 Cox Neck Road Mattituck To Whom it may concern, A visual inspection was made at the above location on November 11, 2013 to investigate footings and tie-down strapping. Each of the individual columns (12 in total) is embedded in a poured concrete footing. There is no strapping visable on the exterior of the column, but that doesn't preclude a positive attachment below the surface of the concrete. Each of the columns is attached to a hip truss in the attic with a flat steel strap. Based on this visual inspection and to the best of my knowledge and professional belief, the existing structure is in conformance with the Residential Building Code of New York State. D A4) M~?RKpq~Qr~~ - - , L'. NOV 1 4 2013 Ike ~,Q7 ED A~ L_ - I Lemmen Paul Associates, Architects, LLP - 21 Greeley Avenue - Sayville, NY 1 1782 Tel: 6 3 1 .589.2914 - Fax: 631 .589.6935 www.lpa- PI ans.com FIELD INSPECTION REPORT IlAoTiffm OMMENTS .6~ r3~J FOUNDATION (1ST) 49 FOUNDATION (2ND) (nom -,c z ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ~j- - c ps cv\. oe F Ce- o I a m mss ry C Z P4 ac, U 0 ob 'Oz x Z~ x c 11 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Surve ? www. northfork.net/Southold/ PERMIT NO. I 0 Check it Liu Z Septic Form N.Y.S.D.E.C. / D Trustees Examined , 20Contact: Approved "0 '20 `J Mail to: Disapproved a/c Phone:'? 3 t/ - y 0 60 Expiration va _120__7_1__ Buildin spec "0 ) 0 W APPLICATION FOR BUILDING PERMIT _q L T-J Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sigfia2!~Xal5pli27 or We, if a corporation) W.5 EQ~ 1400 (Mailing address ~ofapplicant) ~ State whether applicant is owner, lessee, agent, architect, engineer, general contrac or, electric/ann, (plfa ! ler or bl ilder Mi&n Name of owner of premises JT-k& Eu~-j7 (As on the tax roll or latest deed) If applicant is a core tion, si a of duly authorized officer (Name ace-title of co to officer) Builders License No. ff? t~51 - Plumbers License No. kA Electricians License No. Other Trade's License No. NA 1. Location of land on which proposed work will be done: SS CO)( &W z F-D MA-T7Z-T04_'4 House Number Street Hamlet County Tax Map No. 1000 Section I7j Block n_1 Lot Ill -l . Z--,!s Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupan cy El 2cm-E- DEW (/S LI ( Tr:) yk j 3. Nature of work 10ock which applicable Building Addition~Altera~ Repair RemovalDeemolitioner Work 1~ ,Z (Description) 4. Estimated Cost I = Fee (To be paid on filing this a plication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. aril/ I P4 Depth 7. imensions o existing s c es, t any. I eight o tories Dimensions~ QQf ame structure with alterations or additions: Front ear Depth IV 4 Height & 1:4// Number 6-f Stories 8. Dimensions of entire new construction: Front b~ r Rear 4.4~r Depth / Height 10'AAM PT F=4PE Number of Stories C>A1 k 9. Size of lot: Front- i_-5c4 j -Rear ZZLI t Depth 4,S6 I ` 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--V- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES- NO.),(~ 14. Names of Owner of remises~TaS:rE+--r-f Address U Phone No. Name of Architect Address Phone No 7214 - 1L40&C-.-.) Name of Contractor Address -1 OL Phone No. -7-7s4 - zioLo 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF I AA '5 - v I being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) a ve named, (S)He is the ^~?Zf LZe,~L (Con tra or, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this a dayof2005 VIA 'Notary P6blic LINDA J COOPER NOTARY PUBLIC, State of New York NO. q1 C0482256% Suffolk Cour V Term Expires December 31, Z0 r4f so Town Hall, 53095 Main Road Fax (631) 765-9502 P.O. Box 1179 elm Ihc 4~ Telephone (631) 765-1802 Southold, New York 11971-0959 ip, Vulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD Ist NOTICE June Ilth, 2008 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Rd. S.C.T.M. # 113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 31349 issued August loth 2005 and Building Permit # 31503 issued October 6'h, 2005 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit's, please submit a fee of 1200.90; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILE)ING DEPT. BP# 31349 -In-Ground Pool - $ 150.00 BP# 31503 - Accessory Building- $1050.90 pf SO!/lyOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 Southold, New York 11971-0959 ~O ~~OOUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD 2nd NOTICE August 25th, 2008 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Rd. S.C.T.M. # 113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 31349 issued August 25th, 2005 and Building Permit # 31503 issued October 6th, 2005 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit's, please submit a fee of $1200.90; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP# 31349 An -Ground Pool- $ 150.00 BP# 31503 -Accessory Building - $1050.90 OF SOUIyOIo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 CA -Itc Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE December 15'h, 2010 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Rd. SCTM: #1000-113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 34226 & Building Permit # 34227 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $1200.90; at that time, we can schedule an inspection by one of our Building Inspectors. PLEASE SEE ENCLOSED DOCUMENT REGARDING SWIMMING POOL CODES. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 4 Southold Town Building Department 54375 Main Road Permit 34227 Southold, New York 11971 Permit Date: 10/13/2008 (631) 765-1802 * Expiration Date: 4/13/2010 Parcel ID: 113.-7-19.23 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 3/25/2011 Applicant: JAMES J. BISSETT III Location: 55 COX NECK RD MATTITUCK, N.Y. 11952 Work Description: FARM BUILDING CONSTRUCTION OF A NON HABITATABLE ACCESSORY BUILDING (PEN) IN THE REQUIRED REAR YARD AS APPLIED FOR. A FEE OF $1050.90 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: JAMES J. BISSETT III Address: 323 LONG ISLAND AVENUE HOLTSVILLE, N.Y. 11742 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. pf SOl/lyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 G Q Southold, NY 11971-0959 o~yCOUIM,N BUILDING DEPARTMENT TOWN OF SOUTHOLD September 19, 2011 James Bissett, III 323 Long Island Avenue Holtsville, NY 11742 RE: 55 Cox Neck Road, Mattituck nn NOTE: Certification required footings~3 s raoning. TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: li of C)Grupang tnac l Unde i ers Certifia te. (Contact your electrician) A fee of $50.00 Final Health Department Approval. q Plumbers Solder Certificate. (All permits involving plumbirtxr6Fter 4/1184) *2 V-1 (0 Trustees Certificate of Compliance. (Town Trustees u765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36313-Z accessory building LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G September 24, 2013 Town of Southold Building Department Town Hall Annex - 54375 Main Road P.O. Box 1 179 Southold, New York 11971 Re: Horse pen 1 55 Cox Neck Road I r~~ Mattituck U OCT 18 201 Permit # 36313-Z To Whom it may concern, As per a New York State Department of State Technical Bulletin effective January 1, 2003 (see attached) the horse pen under the permit number noted above, is exempt from the requirements of the BCNYS. Since this structure is an exercise pen and not a riding arena, it is considered an agricultural building for purposes of the BCNYS and is exempt from the construction and inspection requirements of the code. If you require any additional information or clarification, please don't hesistate to call. 99, y <C `K ; LEED AP Lemmen Paul Associates, Architects. LLP - 21 Greeley Avenue - Sayville, NY 1 1782 Tel: 631.589.29 14 Fax: 631.589.6935 www,lpa-plans.com CODES DIVISION NEW YORK STATE DEPARTMENT OF STATE Division of Code Enforcement and Administration Phone : (518) 474-4073 Fax : (518) 486-4487 www.dos.state.ny.us E-mail: info@dos.state.ny.us DEPARTMENT OF STATE TECHNICAL BULLETIN Revision 1 Effective Date: January 1, 2003 Source Document: 19NYCRR 1221 - Building Code of New York State (BCNYS) Topic: Agricultural building vs Horse riding arena This document explains the occupancy classifications and the code requirements for a horse boarding stable, and a bam for raising animals and/or growing and storing crops, versus an indoor horse riding arena. Building Code of New York State (BCNYS) section 101.2, Scope, exception 2. provides that agricultural buildings used solely in the raising, growing or storage of agricultural products by a farmer engaged in a farming operation are exempt from requirements of the BCNYS. A commercial horse boarding building, and a barn for raising animals and/or growing and storing crops are considered agricultural and a riding arena is not. Please note that the building department which has jurisdiction may require a building permit for the construction of agricultural buildings, to insure that the building meets the zoning requirements and to alert the assessor. Article 25AA of the Agriculture and Markets Law provides for preferential assessments, referred to as agricultural assessments, for agricultural land which satisfies certain statutory criteria. To be eligible for an agricultural assessment, land must satisfy the definition for the term "land used in agricultural production" set out in Agriculture and Markets Law §301. It is worth noting that in 1994 the definition of land used in agricultural production was amended to provide that land used to support a commercial horse boarding operation would thereafter be included within the definition and consequently be eligible for an agricultural assessment. Whether the property owner files for an agricultural assessment or not, a horse boarding facility and a barn for raising animals and/or growing and storing crops, no matter the size, is an agricultural building for purposes of the BCNYS and is exempt from the construction and inspection requirements. Fire Code of New York State (FCNYS) section 102.1(5) contains the same exception to the construction requirements of the code. However, this section also states: Agricultural buildings shall be subject to the applicable requirements offire safetypractice and methodology prescribed herein. This section provides for the periodic inspection of agricultural buildings. The frequency of such inspections shall be in accordance with local law for administration and enforcement of the Uniform Fire Prevention and Building Code. Page 2 An indoor horse riding arena for the use of the people boarding their horses on said farm is classified as a U occupancy. If such arena is used for other than private purposes, such as teaching horsemanship skills or entertainment for the public, the occupancy classification is A-3 (up to 300 persons). The allowable area for such a building is 5,000 square feet for a U and 6,000 square feet for a A-3, of wood frame construction. BCNYS section 507, Unlimited area buildings, 507.5 for group A-3 buildings of type I or H (non-combustible) construction are allowed unlimited area however they are required to be sprinklered and to be surrounded by 60 foot public ways or yards. Ronald E. Piester, R.A., Director Division of Code Enforcement and Administration VanBRUNT, JUZWIAK & RUSSO, P.C. ATPORNEYS AT LAW ERIC J. RUSSO 140 MAIN STREET JEFFREY M. JUZWIAK yVIIJANEWYORK 11782 Rcdmd (631) 589-5000 RrrA: BUCKLEY FAX: (631) 589-5003 RICHARD H. VanBRUNl Paralegal 1927 - 2006 November 13, 2013 VIA FedEx Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 State Route 25 PO Box 1179 Southold, New York 11971 Re: Premises: 55 Cox Neck Road, Mattituck, New York Building Permit No.: 36313/ Horse Carousel SCTM #1000-113.00-07.00-019.023 Dear Mr. Verity: In connection with the above-referenced Building Permit, enclosed herewith please find a Footings and Strappings certification, dated November 12, 2013, as prepared by K. Paul, R.A., LPA Architects, LLP, stating that the footings and strappings used in the construction of the Horse Carousel, located at 55 Cox Neck Road, Mattituck, New York, conform to New York State Residential Building Code. If you have any further questions, please contact our office. Thank you. r Very truly yours, VanBrunt, Juzwiak & Russo, P.C. NOV 14 2013 Eric J. Russo EJb encs. Cc: E. Bissett-DeRiggi, Estate of James Bissett, III (w/ encls) T. Wolpert, Young & Young (letter only) K. Paul, LPA Architects (letter only) K. Lindauer, Volmuth & Brush (letter only) 2x6 Truss Web NOTE: WEBS ARE 2X6'S EXCEPT WHERE NOTED 2x6 Web Stiffeners Attach w/10d RS - Gun Nails at 6" 0C. RAFTER LENGTH 39'7-15/16" LUMBER STRESSES TOP CHORD NO. 1 KD19 i; MOV 2 LOWER CHORD 2250 MSR 3 2x6 Web Stiffener 2x6 Truss Web Attach w/10d RS Gun Nails at 6" OC. Sect. A-A 16x10 PI. i;..8'0•• Sect. B-B 18 Ga. TCIOr1 2klZk2p' peu ~OFNEWYO P • 1. Sv "'j'y 11X11 " 150" • PI. "A 1/2" Crown ~c Z• O •d . tib. 9x11 27 0 a q PI. `J ` nn °x a A 04 B 1101 2~0.. I I, 0 5 B PI. " TC# ? 2kl?k 8x13 20' PI. 12 500 ; l4 4-13x8 PI. 18 Go. PI. 6x10 11x15 16x11 PI. 12'6-11/16" PI. PI. 11x13 18 Go. 9x11 9x11 M: m PI. PI. N =I: pl 5-5/ - I LC# 1 2x12x16' LC# 2 2x12x18' 2 4'11-7/16" 12'3-13/16" 18'7-1/4" 24'11-1/8" 5-9/16" T 33'9-1 /2" 3'10" - 37'7-1/2" MATERIAL REQUIRED PART NO, 37 Ft 7-1/2 In. Half Truss DATE WEIGHT Morton Buildings ROY 2 7 2013 ' j NOTE: WEBS ARE 2X4'S EXCEPT WHERE NOTED L- -J RAFTER LENGTH 40'8-1/16" i LUMBER STRESSES TOP CHORD No. 1 KD19 LOWER CHORD 2250 MSR 16x10 PI. 18 Go. 6,10- 7.3'a 138 O TC F NEW y S116" Oq. ,y1 ~P.•O•. v.7 11x11 2x12x20' 1/2" Crown $ rA• a}* . O 2x12 PI. 206-112" •d Z. 9x11 PL \ 1PI13 ?~'4~13/16" I I S +o R 9x9 N ry+b PI. 11x23 x 12 4 PI. N 6x9 TC$ 2 2x12x1g, 4-13x8 PI. 18 Ga. 12x16 PI. 8x10 12.10-1/2" 16 Go. Teelok 8x10 12x16 PI. PI 11x11 PI. PI. 16 Ga. Teelok 3x5 PI. 1=90 00 LC 1 2x12x20' LC# 2 2x12x14' LC# 3 2x12x20' CAMBER AT CENTERLINE 6'6" 13'0" 19'6" 26'0" 5-9/16" 55-5/8" 2" 34'9" 3'10" MATERIAL REQUIRED PART NO. 69 Ft 6 In SC Truss DATE WEIGHT Morton Buildings NOTE: WEBS ARE 2X4'S EXCEPT WHERE NOTED RAFTER LENGTH 36'7-9/16" NOV 2 7 2013 LUMBER STRESSES TOP CHORD No. 1 KD19 LOWER CHORD 2250 MSR 16x10 PI. 18 Ga. B 10, s " r0# , 2X'2 ~38~gi16„ MYYY, 1 PI11 X20 1/2" Crown OF Ne r 2x12 O E 9x11 K PI. y° 11 x13 ?T4~ 1 to 9x9 ~ ~ OS • CA p l. 11x23 ti (0 12 p l. N X 4 i 12x16 PI. • gPg rC# 2 2X~2X18, 4-13x8 PI. 18 Ga. 12'10-1/2 16 Go. Teelok 800 12x16 PI. Spl. s 11x11 PI. PI. 16 Go. Teelok 3x5 ,,....:PI. LC 1 2x12x20' LC# 2 2x12x14' LC# 3 2x12x20' 15-1 CAMBER AT CENTERLINE 6'6" 13'0" 19'6" 26'0" 2" 34'9" MATERIAL REQUIRED PART NO. 69 Ft 6 In SC Truss DATE WEIGHT Morton Buildings Young & Young I 400 Ostrander Avenue, Riverhead New York 11901 a 631-727-2303 Howard W. Young, Land Surveyor a. Thomas C. 1Yolpert, Profesainnal Engineer E 3 Robert C. Tast, Architect ~yVy a Ronald E. Pfuh4 Landscape Architects' Douglas E. Adams, Professional Engineer rQery Roba or Tor \Ao Qa i rmer5o \ \ on \d D o oh~ypn \ 5p5 p2 G :t5 OOVA or rotor\a 0 s 3 W', E ~ N X50 ~ ~ o \ N ~~o3a \o ~ ~ o ~ ~ s I i S G66 ~ ` A9 i. X66 9 S I ILL 3 €~~a i / 1-° I .9 Me ga ti% O ~ 5 0 ~p4 P4 ~ O 'S e O ~ I ee S 1 NEU 01 OR f „ ~ oaNFY"'Y JA' A ' 9 P 4B~ ^'y .m opt Y O zoo 5 rn , vea. 0 ?g?D~5N?tON $51 U Pw.pcl¢~B III I,~P' ~Yd-'' 10 V. 9D /pV'/~~ 10U 'J b 51~ W O Q ' GJ- 1 W q O E 1 N P.c. co ~JI ~3 S NN Id 9C N ;aoP O m fa~~ any. a~qe Eva i .CEO NOTE AREA = 56.9655 ACRES \ g \ 7 • INTERIOR R ADWAY5 ¢ CULTIVATED NURSERY NOT SHOWN I 0 9ss •'\s i 7 9 G \ F I ~I 9N SURVEYOR'S CERTIFICATION 00, „ vA • WE HEREBY CERTIFY TO JAMES BISSETf THAT THIS 2~0"kO 'SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE I \ ~ 9 61°k ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. N W. ~~syy0~~ pzY O co i G rJ 9N+ W T O II m HOWARD W. YOUNG, N.YS L.S. NO. 45893 ~45$93UP~~ RD§Q CANUS g I \ now or formerly N ~O 1\ NN Premium Wine Holdings LLG s ~ ' 9 Von sQ SURVEY FOR JAME5 5155ETT O N 9'FS \ O $ At Mottltuck, Town of Southold Suffolk County, New York ° 5 07°46'50" W County Tax Map oiwia 1000 S«no~ 113 am~x 0-1 Lee 19.23 I BUILDING LOGATION SURVEY I DOO 01' 33"1.03' S 86°10'50" W 5 87°46'50" W SOUND ?AVENUE -IN y~ > W 3 70°43'SO4.33~ 4.33 DEC. 14, 2004 a AU5. 25,20 MAP PREPARED AUG. 14, 2003 "I, I 5'-ALE: I"=100' FL we JOB NO. 2003-0913 ~S= DWG. 2003_0313_8 p - VONUUMT SU ¦ - UoxUMMT FWUU ~ - SWE se* STME FWNO Fi.00D ZONE COMPLY WITH CHA ER "46" FLOOD DAMAGE PREVENTION APPR VED AS NOTED SOUTHOLD TOWN"CODE. DATE:? Q -s B.P.A 31,3(~`+-~ - i FEE: BY: I NOTIFY BUILDING DEPARTMENT AT 765-1802 B AM TO 4 PM FOR THE l FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ALL, CONSTRUCTION SHALL 2. ROUGH - FRAMING a PLUMBING MEET THE REQUIREMENTS OF THE 3. INSULATION :CODES OF NEW YORK STATE.; 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. UNDERWRITERS CERTIFICATLY REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF sourHOLDTOWN ZBA "IMMEDIATELY" ENCLOSE POOL TO CODE SOL'IHOLDTOWN PLANNING BOAR) UPON COMPLETION SOUTHOLD TOWN TRUSTEES BEFORE "WATER" N.Y.S. DEC OCCUPANCY OR .i i USE IS UNLAWFUL WITHOUT CERTIFICATE' t w{xa . i'rfilWF R ~ n a i UPANCY I rl SS I ~,k A A/. ;,.ter-~r i ' - - _ ! GhF&kL N Y+dflN: fNCb r 1 I - ~ ,}SIC OTJfVMS N'RW' 11C aESWx. H'MaCo b/i A1Y1NC l,M N4k p 1! ~ Y uYE FOP - . :p~F abi'. ~IYufs•111RM lnV-IrT,w!+f v4EJ'isF IYful{gEj ~'rl'4'air(f DY{/kM 'i xPratx rx6a:arh+d r aYdtk n[n'a:gU'Y d 11M txrni~ireE v aul.,v ~7rr ~ n w,vti« "1~ I aeuMtdWa rMMrrar arrTEs•evote uimx'r,Fd'deaYx fiNr'E, orc{uF t rtuMMl`k{ 7M{19h xnt /F nEmYlnw. 7~, YT °aaiemr?•'.'~"Id"". - uh1EP pbpkM MAO yd EP WNakA Feumflu naMUJo %OW11C, uuT s. NYp MNrWWat wwu tl 4NIW{NY,E NFMN> dkDW,(~YY YftAkil • ~+Y~ ~AU< O~V MP c%Q w u hP rmt~ofrutY-N GF MYAfrQ cr cE-0Y DnO. v~ Y•?M@ nub bC1++Ev:NirtitY MUCPZM.n4tE(NN1E) 'R' <,n crAF(rYrin'?ww "V, 11 H HBk AIF~DwOf''1y/ e* OE A 1'1 i]rt k 8 LS'AS - . - rNnau. Nnr v ' 't~4awi'i Mlxlel+re+ i w~ArrWa~ nfM.~'hli f4tpiti MixlEn rB+ye'F q'r-kl/t1T. r`/)J' rrx„k )G Min7h73fi Fr-4u3r1;blu4 h PWri stlMM.h 1WrrIYw~ iiM{ hIW1K In9xl~FgMlq~ rw+ vm.+ Wei •dCbstlMA. tYW/uNW YEAr ixo an' Q /"v /r vc..ww 5 lad W.it P. RUC/[Y W,CYrI YIMmYN7•EMvrn7u•,tuT r•'Ayi +r nth.v am a~ FUSE P. ~kY/.Y n MvN rnaDp - - _ m1 PY;'iPNf pe FMJA M tY.t'XD1f A+FMJnYM FDI YDIi `N nm.aYYekxEMYr..u - !?.o`II {i NcA!'W/, pnuawl, ~I:limr r• r _ ro unai rnro it 4'. '-DtEaDK utitilmr Y•nY eN~lfa P H 5Jf(%~ VnM, G b/\~ , YND tS% - ) s {naY rnro it 4] PM1M ti,mnvq •\Q - C.wr Yc H~ is Y.k _ 1 (•Ib~6 r~rq . 12 e£ yTi.n . i ~ ri 59'rYY. µ.Y.,r m 1X111 . 4b f- ! ELS~OR HICKNEss 10, INCH AAL ijarden 1/4 " _ SCALE, Anthony A* La, Young & Young 400 Ostrander Avenue, Riverhead New York 11901 631-727-2303 Howard A. Young, Land Surveyor I Thomas C. Dolpert, Profeesional Engineer t;ya Robert C. Tmt, Architect ~Vp5 Ronald E. Pfuh4 Landscape Architect #9~ Douglas E. Adams, Professional Engineer \ w or fONalAy a n° t M Nal/arro N I 1 ~ Der~ae P. I I \ naw Of D oypson On \ \ i' o o POr°od1a G. ~O~ y \ g°5p2 c~~ 3~ \ & J~Lt SF.9m o 1 N ~yo W~~ E ~E WO, O 3 ti w~ l06 ~ e S ~0 6 N i + s " i O b ~ T rs p ~ 415.1 o r Of I~-' _ -..Y-.-,_,..._.__r.7,_._.--••-.F 9'-~--'-~- ~ ` - ~i, any. 33, 9 as V ~~5+~`+mW epy~j'Iq~ Y ii mow. e~ 0 Y 6~ gT~ Y~ %/i. 1~9yPW W Jf d N 10 I I I + Sub°id .~y. goo q ~J1 l i LU I A .W , I G~ II N 1 O 9 N 1 b~+ I ~ S l NN\ G II I .~~k~d i N N3 i 1 I i I i i I 1 NOTE AREA = 36.9635 ACRES \ 9a I F 1 \ \ 7 ; Ali' I 'ail^•,' cw`relil.h~ :.1, ..V'i INTERIak RoADWAr43 V,G/LTIVATED NUF~SERY NOT SHOWN O O I i ~ ~ 1\ 3 I ° ~ 9 ~ \ S I S7 S F 9N N SURVEYOR'S CERTIFICATION \ 9 0' V4, • WE HEREBY CERTIFY TO JAMES BISSET THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE \ p, ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. I N 11 i - W. * N pRe I (II j O 4y"~6p rn HOWARD W. YOUN6, N.Y.5. L.5, N0. 45093 45 5 ~CANDS~ now or formerly i Premium Wine Holdings LL(, 1 i i ~ S o sw SURVEY FOR 1 ~ 41 O JAmm BISSE I I 1 N 9FS O $ O I At Mattltuck, Town of Southold \ O ~ I Suffolk County, New York ° 5 B"P46'S0" A 33"1.03' b•\P-2~ I County Tax Map 310rid 1000 S.a. 113 91..k 0'T w 19.23 ~ 5 7°46'50" w 5OUND AVENUE i 5 86°10'50" W BUILDING LOCATION SURVEY 9 3°00'20,. i i t E~~] I 3 ~6^43'4.33 ,gg,504; 9' I. DEC. 14, 2004 ~tl&4k~ AU6. 25, 2003 MAP PREPARED A06. 14, 2003 RyG, SCALE: 1"=100' JOB NO. 2003-0313 FL i DWG 2003_0313_!1 ~~MWMMMT S! ~~MWMMW FWNO ®~VUEEE( ~~VME FWNO OFF OFFICE. CUTCHOGUE, NY ,,oea cgizn Icgizn ICATOI~ PEDL)IeCl~l mo( COMPLY WITH ALL CODES OF M~D f I Ic v/T I JOB NO. 28-0760 NEW YORK STATE & TOWN CODES 38' ~1 " NA1~ TL~s AS REQUIRED AND CONDITIONS OF A IA SOLTHOLOTOWNZBA 3 ~n 14LF CLVn/A Wvrg APPR VEDASNOTED SOL'HOLDTOWN PLANNING BOARD DAT FE I~ BP#31~ SOU 'HOLD TOWN TRUSTEES 90 aM_ R N.Y.S. DEC BY: NOT FY BUILDING DEPA ENT AT 765-1802 B AM TO 4 PM FOR THE U~ FOLLOWING INSPECTIONS: T~ II • P 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 MEEy,T);I,fe1RTON BUILDINGS GENERAL SPECIFICATIONS ~zrul7aMD,=SI~~ ~o REQUIREMENTS OF THE CODES O~~Q~1~? YORK STATE. NOT RESPONSIBLE FOR LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S41S COLUMNS O a DESIGN OR CONSTRUCTION ERRORS. ALLI D I=AREA LDING DESIGN CRITERIA TYPC:AL LUMBER SPECIFICAT USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF.8 POUNDS PER V,Tp FT CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA OCCUPANCY OR GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND USE IS UNLAWFUL SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. WITHOUT CERTIFICATE FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE z OF OCCUPANCY (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE - - HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN W ALL CONSTRUCTION SHALL BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). W MEET THE REQUIREMENTS OF THE' CODES OF NEW„YPSK5fnT,E:,': TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED, PRESSURE TREATED TO A NET RETENTION OF.6 CERTIFICATION OF POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN V NAILING & CONNECTIONS ACCORDANCE WITH AWPA STANDARD C2. REQUIRED. FRAMING LUMBER -SIDE NAILERS ARE 2x4 S4S SPF W/2x3 STIFFENER, 2-2x4 L-NAILERS SPACED APPROXIMATELY oo~ Z~1V1~L N 36" O.C. OR 2x6 NAILERS APPROXIMATELY 24" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO w LJ a rv O ie~ COLUMNS. ROOF PURLINS ARE 2x6 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL r COMPLY WITH CHAPTER,460 OTHER FRAMING LUMBER IS N0.2 OR BETTER. FLOOD DAMAGE SOUTHOLD TOWN CODE- TION ROOFING TRUSSES/PLATED RAFTERS -FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS 3ER SPECIFICATIONS 2001 NDS 7 Z u ~ PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS IBC SIZE DESCRIPTION iESCRIPTION BENDING VALUE Fb ? CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN U 2x2 x4 &2 SPF JO.1 &2 SPF 1313 PSI ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS 2x4 2IOOf MSR SPF TYPE VB 2x6 NO.1 &2 SPF I00f MSR SPF 2400 PSI w 40.1 &2 SPF 1138 PSI 3,631 SQ. FT. 2X6 NO. 1 SYP NO. 1 SYP 1650 PSI V / ARE NO. 1 SOUTHERN YELLOW PINE. ORY II 2x8 NO. 1 SYP NO. 1 SYP 1500 PSI V ) ROOF ND * 30.24 PSF 1 2x10 NO. 1 SYP NO. 1 SYP 1300 PSI co ROOFING AND SIDING PANELS -0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON 2 NO. GROUND SNOW LOAD 45 PSF ALL 1 SYP 22550f 0f MSR SYP . 1 SYP 1250 PSI LLB ?50f MSR SYP 2250 PSI POLYESTER FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. WIND SPEED (V 3S) 120 MPH 11/2"x16" LAMINATED VENEER LUMF TED VENEER LUMBER 2800 PSI WIND IMPORTANCE FACTOR 0.77 31/2"x15" GLU-LAM GLU-LAM 1650 PSI W TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, EXPOSURE CATAGORY B 51/4"x16.1/2" GLU-LAM GLU-LAM 2400 PSI CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDNG PANEL. INTERNAL PRESSURE COEFFICIENT 30.18 51/4"x191/2" GLU-LAM GLU-LAM 2400 PSI BUILDING DESIGN CONDITION OPEN NOTE: HIGHER ';BADE MATERIAL REQUII IATERIAL REQUIRED AS NOTED ON PLANS. WIND LOAD DESIGN ACSE 7 METHOD 2 GUTTERS - 5'K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAP 000 FINISH TO MATCH TRIM, MAIN WINDFORCE RESISTING SYSTEM ZONE 1E 16.23 PSF U ON BOTH SIDES OF THE BUILDING. (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE2E-21.13 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS SHEET] ZONE3E-14.42 PSF (MAXIMUM VALUES SHOWN) ZONE 4E-13.49 PSF ~0 ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART ZONE 5E 16.23 PSF J OF THESE DRAWINGS. I ZONE 6E -13.49 PSF ZONE 1 11.77 PSF Z 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE ZONE 2 -14.71 PSF ZO ZONE 3 -10.96 PSF PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FUME SPREAD RATING AS rr) ~E REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS runtx r,. 3 UCVv . 3, rNu ZONE 4 -10.06 PSF _v0 CORRIDORS. ZONE 5 11.77 PSF ZONE 6 -10.06 PSF v~0 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL FEET THE SAME TESTING COMPONENT & CLADDING ZONE 1 11.49, -18.26 PSF W o PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. WIND LOADS ZONE 2 11.49,-31.78 PSF 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE3 11.49,-46.99 PSF (FOR ZONES SEE ELEVATIONS( ZONE 4 19.95, -21.64 PSF ~a DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.) KYNAR 50015 A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HILAR 500015 A TRADEMARK OF ZONE5 19.95,-26.71 PSF O SOLVAY SOLEXIS. 0 Z W_ N CS2X607/05 J ° f THAT THE STRUCTURAL DESIGN FOR . t4Ew. *ROOF SNOW LOAD CALCULATIONS I HEREBY ~,ERTIFY THAT THE STRL THIS BUILONG WAS PREPARED I 4 J AS PREPARED BY ME OR UNDER MY F NE4Y 1C 1 Ps = DIRECT STERVISION AND THAT iION AND THAT I AM A DULY CEN ED/ ,(4 I = = SNOW EXPOSURE IMPORTANCE FACTOR FACTOR = 0.8 = 1.0 REGISTERP PROFESSIONAL ENJ )FESSIONAL EN ER, ,LC 'Q U Sp~.~/-6` Pg =GROUND SNOW LOAD=45 PSF O, I C} = THERMAL FACTOR = 1.2 RONALD L. SUTTON, P. pr e Cs = ROOF SLOPE FACTOR = 1.0 MICHAEL L. McgORMI 8. 1b lrf~ Ps = 0.7 x 1.0 x 0.8 x 45 x 1.2 x 1.0=30.24 PSF DATE:.2Ct. 16-~ G. i % DRAWN BY: RP882 DATE: 8-17-05 CHECKED BY: DON T. SHEET INDEX DATE: 9-8-05 REVISED DATE' 9-9-05 REVISED DATE: 9-14-05 SPECIFICATIONS & SHEET INDEX REVISED DATE.' COLUMN PLAN REVISED DATE: rOF DESCRIPTION TRUSS/BRACING LAYOUT, PURLIN/ PLYWOOD LAYOUT, & DETAIL S3 OF S6 TRUSS DRAWINGS S4 OF S6 TRUSS DRAWINGS S5 OF S6 SECTIONS & DETAILS S6 OF S6 SECTIONS & DETAILS NOTE: NO ONE MAY ALTER ANY ARCHITECTURAL OR SCALE AS NOTED ENGINEERING ITEM UNLESS ACTING UNDER THE n DIRECTION OF THE LICENSED ARCHITECT OR SHEET NO. LICENSED ENGINEER . GI Of G l 3.0' WIDE 3.0' WIDE ZONES 2 & 3) OFFICE. ZONES 2 & 3) CUTCHOGUE, NY & HEXAGON CUPOLA JOB NO. 6' HEXAGON CUPOLA 128-0760 12 3.0' WIDE -I 4~ SHINGLES 3.0' WIDE 4 12 SHINGLES (ZONE 283) (ZONE 2 & 3) • o T#144&T#146 FASCIA TF - T4144&T# 146 FASCIA TRIMS T#146 FASCIA TRIMS 46 FASCIA TRIMS n • P O NEL SKYBELT HALF-PANEL SKYBELT W SKYBELT HALF-PANEL SKYBELT HARDI-PLANK LAP SIDINC LANK LAP SIDING HARDI-PLANK LAP SIDING K LAP SIDING cl- Z 'REVEAL) AL) (5" REVEAL) Z - Ix4 CORNER TRIM iNER TRIM '.TRIM Qw O a 7 4CORNER TRIM NORTH ELEVATION WEST ELEVATION 3.0' WIDE V (ZONES 2 & 3) b' HEXAGON CUPOLA z 6' HEXAGON CUPOLA ^ 1 W W 12 z 12 4p SHINGLES 3.0'WIDE 4~ SHINGLES (ZONE2&3)~{~ _ - T#144&T#146 FASCIAT .T#146 FASCIA TRIMS T#144&T# 146 FASCIA TRIMS 46 FASCIA TRIMS . W % HALF-PANEL SKYBELT 1NEL SKYBELT HALF-PANEL SKYBELT N y SKYBELT n/ 1 L > HARDI-PLANK LAP SIDINI 'LANK LAP SIDING HARDI-PLANK LAP SIDING K LAP SIDING (S' REVEAL) AL) (S" REVEAL) - 1x4 CORNER TRIM 7 Z '1x4 CORNER TRIM RNER TRIM TRIM Z U F ~ S W ) SOUTH ELEVATION EAST ELEVATION 3.0' WIDE tJ (ZONES 2 A 3) SrR/NG INTERSECT Pp1NZ~ORIiICAL1 i~ 3) 2 (LONE2&3) COLUMN PLAN LEGEND 3.0'WIDE STRING INTERSECT PIOINT (CRITICAL) B- 3-2x8 LAMINATED COLUMN LOCATION E] -30"x30" ATTIC ACCESS PANEL(VERTFY LOCATION) )6) FRAMED OPENINGS I "R 60"SQ 60"SQUARE FOOTING W/ - 15" THICK MINIMUM READI-MIX CONCRETE BELOW Q z BOTTOM OF LOWER COLUMN W/ AN ADDITIONAL _ ry 1,- 42;k 42\R~\ A MINIMUM OF 13"READI-MIX CONCRETE ABOVE. zo 42"R -42" DIAMETER FOOTING W/ 14" THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN W/ AN ADDITIONAL LAIL r~~ MINIMUM OF 12"READI-MIX CONCRETE ABOVE. 181- \ 18"R - IS" DIAMETER FOOTING W/ 8" THICK MINIMUM READI-MIX CONCRETE BELOW ''V o BOTTOM OF LOWER COLUMN W/ ADDITIONAL v I O h READI-MIX TO TOP OF 218M STILT )9"t). PLACE CONCRETE Wo j / \\I i \\I u a BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 1 4 "R i e M O z 12.0' WIDE (ZONE ~J 12.0' WIDE (ZONE 4) } Q N I 3.0'WIDE L~ WIDE 3.0' WIDE~ L-3.0'WIDE 1 1 1 a b ~ ~E\ (ZONE 5) ELEVATION A (ZONE 5) (ZONE 5) ELEy i18"R 8 (Q \ ELEVATION B ZONES) LJ.J N I SS J ° J I f _ Q F \21 `fl,Pi A $ O~eO ~Ci S5 S5 C S6 l~bP~,. TI18"R, ORAWNBY: RP882 DATE.' 8-17-05 O 8• P. .p CHECKED BY. DON T. i DATE: 9-8-05 V 44 V 4 'R 42"/ P P REVISED DATE: 9-9-05 REVISED DATE 9-14-05 M of h M REVISED DATE' -18"R (VERIFY) REVISED DATE ~ z O ~W911~YM4 S6 1B7 COLUMN PLAN COLUMN PLAN ~Of NEI?YD 47'R D I/ \ 1 S6 1 ~ 18"R )CLOSED SIDE) (OPEN SIDE) * 2T' i` z 0 q2"R. r ,d F I I 2' 8' SCA SCALE: ~?l • it v 1' 4' 16' [J 'CCU SCALE.' AS NOTED COLUMN PLAN SHEET NO. S l DE S6 (24) 5/8"x10" M.I '.4) 5/8"x10" M. BOLTS OFFICE.: CUTCHOGUE, NY 30 0000° 30.00000 31 JOB NO. 128-0760 OO L'o 3/4" On_ o • a I 31b 31a U" N ~ P a W 3/8" HANGER WELDED NELDED TO BASE PLATE E PLATE v, TRUSS SIMPSON LS70 ANGLE FASTENED TO Z TRUSS W/ (5) 10d NAILS AND TO PURLIN Z P W/ (5) 10d NAILS. INSTALL ON SIDE OF p PURLIN FACING SIDEWALL O = SIMPSON LS50 ANGLE FASTENED TO Mb \ TRUSS TRUSS W/ (4) 10d NAILS AND TO PURLIN W/ (4) 10d NAILS. INSTALL ON SIDE OF ; b ' PURLIN FACING SIDEWALL 48"Oxl/2" THICK STEEL PLATE ~LLnJ i I C V P - _Z m C 5-69'-6" GIRDER TRUSS W 2x8 PURLIN CLIP ISOME' 'ISOMETRIC Lu 2x6 PURLIN CLIP ISOMETRIC o 0 \p SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" a ry rrZ W \ ~ V A., W 33'-7 1/2" HALF TRUSS 0 w \I?Q Z Z Y 3j4 U' ~o 3/4' W N F_ 3/8"x31/8"x18 1 /2" STEEL ANGLE ANGLE 30.00000 300p00' 3/8"x3/8"x5"STEEL ANGLE W/ U FASTEN TO TRUSS W/(3) S W/(3) (3) 5/8"x3 1/2" M. BOLTS w 5/8"x3 1/2" M. BOLTS I. BOLTS WELDED TO BASE (TYP. OF 8) & WELDED TO BASE 0 BASE F- (TYP. OF 2) P. OF 2) TRUSS HANGER PLAN 2 SCALE: 1 1/2" = l'-0" U ~0 LLy rJ 2x4xl4'LOWER Z ~G n ~CHORDTRUSS +1 TIES FLAT) 6' 0" O.C. 1/2" CDX PLYWOOD zo i Co ~+JO `P O W Q O d It `J~ `O\ \ fv V itI rso `c o~ til~~hl it Q z x 11 lFT R ° d~\ n\ it It I`\ In 11 11 SS It LU it 11 11 II 11 /i , 11 1 \II II 11 II % It It it J ° 11 11 11 11 \1\ J ll1 Ill I 11 i ' - - - \`\J I\\ 1\ I\1 11 1l 11 11 \ \1 \1 li ii I / \ \ \I\ 1`--~ I~\ \n \i\ Q ii ii 11 11 p P 0 n rr r / \ u II \I I\ 1~I A9'-6" S.C. DER TRUSS 11 I \I u I \ I TR~ 5 HANGERI~,i 111 It It It \i\ \I\ \ \ / I ill 4l 11 11 11 It I\I 11 0 II 1I 11 \I 11 u G' O' Na I\\ 1\ ll 11 11 11 11 It ` II Ir 11 \1 \I \J` /0 11 11 it 6 1\ I 11 11 /I p p DRAWN BY.' RP882 \\I IP QJ ~b DATE: 8-17-05 11 \1 111 LF `\O cp, ,-io ~i SS7 It tt CIA CHECKED BY: DON T. ~8A DATE: 9-8-05 ~8 Gli REVISED DATE' 9-9-05 OOGeI ~BG~~ti/~ ~ REVISED DATE: 9-14-05 AL REVISED DATE' o%4i (VERIFY) EVISED DATE.' 2x6 RAFTERS @ 24' O.C. (NO. 1 SYR) 2x6 BEV. FASCIA °F clew r, (2) 2x10 HEADERS ~P~_•~L.S. 02.'Y0. 3-2xB LAMINATED STUB COLUMN 2' B. SCALE: ~q . rjS 1' 4' 16' 'n PURLIN/PLYWOOD LAYOUT SCALE: AS NOTED TRUSS/BRACING LAYOUT SHEET NO. S2 OF S6 OFFICE CUTCHOGUE, NY JOB NO. 128-0760 16x10 PI. 18 Go. 6,70 7/8„ NOTE: WEBS ARE 2x4'S EXCEPT WHERE NOTED • o LIVE LOAD 31 PSF RAFTER LENGTH 40'-8 1/1611 U~ N DEAD LOAD 7 PSF CEILING LOAD 3 PSF 3`86176" LUMBER STRESSES TOP CHORD NO.1 KD19 )19 ^ o L.L K #7~ TOTAL LOAD 41 PSF TC W 11X11 T c# ~ 2x72x20, 1/2" crown LOWER CHORD 2250 MS R 1 SR ^ ~ m Pl. L.L ~ z 2x12 z O_ 9x11 0 PI. a TRUSS DESIGN SPECIFICATION: 2>; 0::^ Truss has been designed by computer using the Purdue 11x13 9 Plane Structure Analyzer IAW current standards and PI 1a176" . V^ specifications of recognized engineering principles. Trusses are manufactured by Morton Buildings, Inc. 6 9x9 LUMBER SPECIFICATION 12001 NDS for Wood Construction): X6 PI. V Lower Chord - 2250f - 1.5E MSR Southern Pine - 6- - 12 - Top Chord No. 1 K.D. - 19 Southern Pine I 1x23 x6 4 Web Members No. 1 K.D. - 19 Southern Pine PI X9 T C# 22k72k,8, 4-13x8 PI. 18 Ga. zz~~ TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): LL ASTM A-653, Grade A 20 Go. and 18 Go. where noted, pi, W galvanized steel Morton truss plates identified by a 12X16 PI. 8x10 12x16 PI. 8x10 W hexagon stamped every 1 1 /4" along the center of the plate. 12'-10 1 /2" 16 Go. Teelok 1 1x11 PI. PI. 16 Go. Teelok pi. 3x5 ° .........e,.,.,, 11x11 PI. PI. LC# 2 LC# 2 2x12xl4. LC# 3 2x12x20. LC# 1 2 12x20 1 ~Z 1 V 5-9/16" CAMBER AT CENTERLINE 6'-6" 13'-0" 19'-6" 26'-0" LL W Y 34'-9" 31011 3' 10" ~ O w Z u - w 69'4' S.C. CENTER GIRDER TRUSS 0 SCALE: 1/2"= V-T V) H-- 0° U w F-- U r~ Q 16x10 PI. Z 18 Go. NOTE: WEBS ARE 2x4'S EXCEPT WHERE NOTED za M n r=M i rk I~171 1 13 L1 7 /1 L" rn~ M/-\F I IZN LL:1w1n ,w-i 71 1 v _v0 6t7O LUMBER STRESSES TOP CHORD NO.1 KD19 Coo) 0 W LOWER CHORD 2250MSR Q d J3,8 S/16" LIVE LOAD 31 PSF DEAD LOAD 7 PSF TC r'0# 0 Z CEILING LOAD 3 PSF W w TOTAL LOAD 41 PSF 11x11 11x11 12,V20, 1/2" Crown N Pl. 2x12 pi. O 20,6 J 9x11 Q PI. 11x13 1 TRUSS DESIGN SPECIFICATION: PI. 4 3/J6„ Truss has been designed by computer using the Purdue b Plane Structure Analyzer IAW current standards and 9x9 specifications of recognized engineering principles. PI. S 1fb 12 DRAWN BY: RP882 Trusses are manufactured by Morton Buildings, Inc. DATE: 8-17-05 LUMBER SPECIFICATION (2001 NDS for Wood Construction): 1 1x23 CHECKED BY. DON T. Lower Chord - 2250f - 1.5E MSR Southern Pine Pl. C4 4-13x8 PI. 18 Go. Go. DATE; 9-8-05 Top Chord No. 1 K.D. - 19 Southern Pine . 6x9 r# Web Members No. 1 K.D. - 19 Southern Pine PI. 2kJ2xlg- REVISED DATE: 9-9-05 TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): 12X1 6 PI. REVISED DATE 9-14-05 ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, 12'-10 1/2" 16 Ga. Teelok 8x10 12x16 PI. 8x10 16 Ga. Teelok pi. 3x5 galvanized steel Morton truss plates Identified by a 1 1 XI INNNS: MUM 11x11 PI. PI. PI. REVISED DATE: hexagon stamped every 1 1 /4" along the center of the plate. .....a.......,,., ' S /2„ REVISED DATE. LC# 2 2xl2x14' LC# 3 2x12x20' 'S 1/~ LC# 1 2 12x20' WnNew ~pf NE W YD CAMBER AT CENTERLINE 6'-6" 19'-6" 26'-0" 2" e* 3 .0 0. i 34'-9" tj 69'-6" S.C. GIRDER TRUSS SCALE: 1/2" = 1'-0" SCALE: AS NOTED SHEET NO. S3 OF S6 OFFICE: CUTCHOGUE, NY JOB NO. 128-0760 GUN NAIL COMPLETE TOP CHORD OF 5-MEMBER GIRDER TRUSS WITH 20d R.S. GUN NAILS @ 12" O.C. • STAGGERED FROM BOTH SIDES O . o O KEEP BOLTS ON TOP CHORD Um DOWN 7" TO MISS 2x6 PURLINS N ~ P O - (32) 1 /2"x9" M. BOLTS IN 5-MEMI ALTS IN 5-MEMBER O • GIRDER TRUSS IN LOCATIONS SH( OCATIONS SHOWN W \ m r Z O Z O O a O O KEEP BOLTS ON TOP CHORD DOWN 9" TO MISS 2x8 PURLINS O O O ~V"nJ O V Z O rv W CENTER TRUSS HAS TOP CHORD OVERHANG EXTENSION W 7t:1' Z O O O O O TWO TR TRUSS C TWO TRUSS ON EACH SIDE OF CENTER \ \ ` - - - TRUSS DO NOT HAVE OVERHANG EXTENTIONS Lu N ~ a O a 69'-6" S.C. GIRDER TRUSS FASTENING DETAIL TAIL Z Z SCALE: 1/2'= 1'-0" u U ~ ~ ^Q/ l F-- k n w f U w 2x6 Truss Web 2x6 Web 2x6 Web Stiffeners Attach w, Attach w/IOd RS Gun Nails Gun Nails at 6"OC. NOTE: WEBS ARE 2X6'S EXCEPT WHET 'T WHERE NOTED U RAFTER LENGTH 39'-7 15/1 -7 15/16" 8,0 FGa161. LUMBER STRESSES TOP CHOI P CHORD NO.1 KD19 z C 0 Sect. A-A LOWER CHI z p ?ER CHORD 2250MSR .n~ T # ~ ~~?k2n. 9vA Wch C#iffcnor 9vA Tn rcc Woh Attach w/10d RS ?`v V vv va Gun Nails at 6" OC. "'i c. /l) D 1 1 x 1 1 7,5,0 PI. 1 /2" Crown wm LIVE LOAD 31 PSF a DEAD LOAD 7 PSF Q~ O CEILING LOAD 3 PSF 21 .p„ Q Z S TOTAL LOAD 41 PSF 9X1 9x11 Sect. B-B A PI. PI. A LU N J ° J B B 11x11 B PI. rC# 22k72k2p, Q 8x13 TRUSS DESIGN SPECIFICATION: PI. 5x1 12 Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and 0 =e 124 4-13x8 PI. 18 Go. specifications of recognized engineering principles. PI. Trusses are manufactured by Morton Buildings, Inc. 16x11 PI. 9x11 DRAWN BY: RP882 LUMBER SPECIFICATION (2001 NDS for Wood Construction): 6x1 0 1 1x15 12'-6 11116 .PI Pi 1 1x13 18 Ga. 9x11 PI. PI. DATE: 8-17-05 Lower Chord 2250f - 1.5E MSR Southern Pine PI. Top Chord No. 1 K.D. - 19 Southern Pine VMM: Web Members No. 1 K.D. - 19 Southern Pine ' CHECKED BY: DON T. LC# 1 2x12x16' LC# 2 2x12x18' 5-5/ 1 DATE: 9-8-05 TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): REVISED DATE: 9-9-05 ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, 2" galvanized steel Morton truss plates identified by a 4'-11 7116" 12'-3 13/16" hexagon stamped every 1 1 /4" along the center of the plate. 18'-7 1/4" 24'-11 1/8" 5-9/16" T REVISED DATE: 9-14-05 REVISED DATE: 33'-9 1/2" 3'10" REVISED DATE: to cu NFW Y ~r 377-1/2" d~ •OL3' Q, o. # 33'-9" S.C. HALF TRUSS SCALE: 1/2" = 1'-0" SCALE: AS NOTED SHEET NO. S4 OF S6 OFFICE. 1/2" CDX PLYWOOD CUTCHOGUE, 7 2x6 BEV FASCIA JOB NO. 128-0760 10 1/2" I i i STS AV 103/8" • o SHINGLES 5-10 1/8" 1/2" CDX PLYWOOD C~ N - 2x6 RAFTER 2x6 BEV-NAILER- 2x6 RAFTER • P 2x4 STUDS C O oil 2x4 TIE W ~ cm T#150 DRIP EDGE 2x6 BEV. FASCIA CL L Z \ c` 7'-01/2" T4144&T#146 8'-91/4" ` FASCIA TRIMS 101 1/2" SOFFIT USP RT4 HURRICANE ANCHOR 2x4 BLOCK O~ 1 1 /2"x1 1/2" BLOCK FASTENED W/(B) 8d x 1-1/2" R.S. NAILS 2x6 TOP PLATE CY CUPOLA SIDE FRAME 2x4 STUDS 2x6 BEV. NAILER 3'-4 1/2'' T# 167 BASE TRIM 2x4 TREATED PLATE, FASTENED THROUGH NED THROUGH PLYWOOD T#18 TRIM AND INTO 2x6 PURLIN W/ 20d R.S. NAILS 20d R.S. NAILS ® 12" O.C. / n 10 3/8" L cL CUPOLA FRAMING DETAILS SCALE: 1/2" = l'-O" LJLJ Lu / e - SHINGLES rL7^ e TRUSS IN COLUMN 1/2"CDX PLYWOOD } V SADDLE c 2x6 PURLINS 24" O.C. ' CENTER SUPPORT HANGER W/ 4' DIA. BASE I 911/16" w 5'721"xl /4" STEEL PLATE (EACH SIDE) (NO. I SYP) - - PLA'CEITIGHT UNDER TRUSS •CHORD . FASTEN - ' TO GIRDER TRUSS W/ (24) 5/8"x10" M BOLTS, (4) 1 /2"x12" M. BOLTS (10) HALF TRUSSES FASTENED 70 ANGLE WELDED ' u Co TO BASE W/ (2) 5/8"x3" M. BOLTS & FLAT WASHER O r 3-2x8 LAMINATED COLUMN W/ (2) 2xlOTREATED LAMINATES (EACH SIDE) ON TRUSS SIDE ° 71/4" 2X8 PURLINS x024"O.C.- - (NO. 1 SYP) Z z DOUBLE 2x8 PURLIN BEARING BLOCK (NO. 1 SYP) - - I ° Q SCALE: V= 1'-0" w Q / i ~ L i J 2x6 RAFTERS @ 24" O.C. 12 N (NO. 1 SYP) OMIITED FOR CLARITY IRS U 2x4 SOFFIT SUPPORT - ~I - ~I _ - - _ - P T#150 DRIP EDGE - n ui 2x6 BEV. FASCIA 5-69'-6" GIRDER TRUSS 2x8 JOISTS Q 7-0" C.C. T#144&T#146 INTERIOR HI-RIB STEEL FASCIA TRIMS @ OD SOFFIT T#11 TRIM HEADER NAILING SCHEDULE (HOLD CEILING JOISTS DOWN TO 2x8 BEARING BLOCK 24" O.C. 2x4 BLOCK 5"x21"xl/4"STEEL PLATE HEADER STUB JAMB ALLOW FOR CENTER TRUSS HANGER) 3-9x8 STUB COLUMN ® 24" O.C. ' HI-RIB/SOFFIT CAP (2) 2x10 HEADERS MEMBER COLUMN COLUMN USE USP JH20 ADJ. HANGER (2) 2x10 HEADERS 2x10 HEADER (NO. 1 SYP) TO FASTEN TO TRUSS (NO. 1 SYP) SKYBELT PANEL (4) 1/2"x12" M. BOLTS EA 2x10 4 6 o 2x8 BLOCK T# 167 TRANSITION TRIM NOTE: Q 2x6 NAILER STRING INTERSECT POINT THIS SECTION IS THE SAME A(CRITICAL) SECTION A EXCEPT FOR THE IS THE SAME AS Z vj NOTES' 2x8 BLOCK 1. NUMBERS ABOVE ARE 20d R.S. NAILS (CDEPT FOR THE 77 0 REQUIRED PER CONNECTION. ITEMS AS NOTED. 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING 3. IF NUMBER OF NAILS REQUIRED FOR HARDI-PLANK LAP SIDING HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, HARDI-PLANK LAP SIDING J O THE EXCESS NAILS MAY BE INSTALLED 7116" OSB W/ BUILDING WRAP IN HEADER SUPPORT BLOCKING. 1 x4 TRIM BOARD © 2x4 VERTICAL BLOCKS © 24" O.C. 3-2x8 LAMINATED COLUMN C~ Q O (20) ROWS 2xB TREATED T&G (2( 2x10 TREATED LAMINATES (EACH SIDE) x (D 2x4 NAILERS Gay 32" O.C. 0 z 2100f MSR SEE 2x4 VERTICAL BLOCKS © 24" O.C. L w 7/161" OSB W/ BUILDING WRAP .J ° 3-2x8 LAMINATED COLUMN W/ (2) 2x10 TREATED LAMINATES (EACH SIDE) 2x4 NAILERS @ 32" O.C. .J 2100f MSR SPF GRADETO HEEL DETAIL #1 SCALE: 1 1/2" = l'-0" 4 (1) ROW 2x0 TREATED SPLASHBOARD DRAWN BY: RP882 2x8 TREATED BASEPLATE DATE: 8-17-05 CHECKED BY: DON T. DATE: 9-8-05 FINISH GRADE J REVISED DATE: 9-9-05 REVISED DATE 9-14-05 REVISED DATE REVISED DATE: 6-0" 12"TALL COLUMN SOCKET W/OO(D (4) 1/2"x6" M. BOLTS & O 218M (14 GA.) COLU X14 GA.) COLUMN STILT (8) 20d R.S. NAILS 8" THICK MINIMUM READI-MIX CONCRETE BOTTOM OF LOWER COLUMN W/ ADD NIX CONCRETE BELOW - xxnxenyr~ (2) 1/2" DIAMETER ADHESIVE ANCHORS READI-MIX TO TOP OF 21 IBM STILT (9"±), PLACE CC LUMN W/ ADDITIONAL ~OF N PLACE CONCRETE ? 3 ra `p L. O BELOW AND ABOVE BOTTOM OF LOWER C N OF LOWER COLUMN Y/ s * O IN ONE ORE IN ONE OPERATION. 190 , 15" THICK MINIMUM READI-MIX CONCRETE BELOW a _ BOTTOM OF LOWER COLUMN W/ AN ADDITIONAL .n .ii~. MINIMUM OF 13" READI-MIX CONCRETE ABOVE. it 11 #64 REBAR 24" LONG AT CORNERS REBAR SCHEDULE : ..li - O~'~ . wnmx 1.) M4 REBAR 0 3 5/8" O.C. BOTH DIRECTIONS. TO SUPPORT D (10) ROWS 54" LONG BOTH DIRECTIONS. _ BUILDING SECTION A_ SIDEWALL SECTION B 2 ) REBAR TO BE HELD BACK 3" FROM SIDES 60" SQ SC SCALE: 1/2" = l'-0" SCALE' 1/2" = l'-0" SCALE: AS NOTED OF FOOTING. SHEET NO. S5 OF Sd OFFICE: CUTCHOGUE, NY WALL FRAMING FASTENING SCHEDULE JOB NO. 128-0760 COLUMN STILT (14 GA.) TO COLUMN (12) 0,148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS 0 GALVANIZED STEEL COLUMN SOCKET TO CONCRETE (2) 1/2" PLATED ANCHOR BOLTS GALVANIZED STEEL COLUMN SOCKET TO COLUMN (4) 1/2"x6" MACHINE BOLTS 43-2 x8 LAMINATED COLUMN 2x8 TREATED LAMINATE (8) 0.177" x 4" (20d) RING SHANK GALVANIZED NAILS 2x8 SPLASHBOARD TO COLUMN (4) 0 177" x 4" (20d) STAINLESS STEEL RING SHANK NAILS @ SPLICE/ (3) 0.177" x 4" (20d) RING SHANK NAILS @ ST INK NAILS C STANDARD CONNECTION 0 2x4 NAILER TO COLUMN (4) 0 148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARC .S @ STANDARD CONNECTION • o © 2x4 VERTICAL BLOCKING TO NAILERS (2) 1-1/2" R.S. NAILS OR 1-114!' SHINGLE NAILS SHINGLES C~ N 7/16" OSB SHEATHING TO NAILERS 0.113x1-3/4" RING SHANK COIL NAILS 12" O.C. @ INTERMEDIATE VERTICAL BLOCKS, Q 6" O.C. @ ALL PANEL EDGES 1/2" CDX PLYWOOD • P 1x10 TRIM BOARD CL o 2X6 RAFTER NOTE: 0 SOFFIT TO WALL INSERTED IN PREFORMED SLOT IN SOFFIT/HI-RIB CAP THIS DETAIL IS THE SAME AS AS L 0 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE 2x4 TIE DETAIL #1 EXCEPT FOR THE HE T# 150 DRIP EDGE ITEMS AS NOTED. 2x6 BEV. FASCIA (1/ 4"REVEAL) CL Z z T4144 & T# 146 O 9 FASCIA TRIMS ROOF STRUCTURE FASTENING SCHEDULE SOFFIT USP RT4 HURRICANE ANCHOR 2x4 BLOCK DE DETAIL #2 a~ 1 1 /2"xl 1/2'' BLOCK FASTENED W/(8) 8d x 1-1 /2" R.S. NAILS 2x6 TOP PLATE SCALI CUPOLA SIDE FRAME 2x4 STUDS SCALE: 1 1 /2" = P-0" w 1/2" CDX PLYWOOD TO PURLINS 0.113x1-3/4" RING SHANK COIL NAILS @ 12" O.C., 6" O.C. @ PANEL EDGES 2x6 BEV. NAILER B 69'-6" GIRDER TRUSS TO COLUMN (4) 1/2"x12" MACHINE BOLTS T# 7 67 BASE TRIM 2x4 TREATED PLATE, FASTENED THROUGH PLYWO( CD T# 18 TRIM AND INTO 2x6 PURLIN W/ 20d R,S. NAILS @ 12" OX DUGH PLYWOOD JAILS @ 12" O.C. ' 37'-7 1/2'' HALF TRUSS TO COLUMN (3) 1/2'X5 1/2" MACHINE BOLTS (4) 0.177" x 4" (20d) RING SHANK NAILS USE JH20 ADJUSTABLE JOIST HANGER TO HEADER (14) 1 1 /2' R.S. NAILS is USE JH20 ADJUSTABLE JOIST HANGER TO FLOOR JOIST (6) 1 Od GALVANIZED R.S. NAILS, (3) PER SIDE SHINGLES Z 1/2" CDX PLYWOOD aL 2x6 PILL 2x6 PURLINS O 24" O.C. uJ s - (NO. 1 SYP) uJ m i ^Jz TRUSS IN COLUMN SADDLE CENTER SUPPORT HANGER W/ 4' DIA. BASE LAMINATED COLUMN (PLACE TIGHT UNDER TRUSS CHORD). FASTEN w -14 I TO GIRDER TRUSS W/ (24) 5/8"x10" M. BOLTS, N u s- (10) HALF TRUSSES FASTENED TO ANGLE WELDED TO BASE W/ (2) 5/8"x3" M. BOLTS & FLAT WASHER ~ o ON TRUSS SIDE 2x8 PURLINS @ 24" O.C. (NO. 1 SYP) zZ Y g DOUBLE 2x8 PURLIN (NO. 1 SYP) W N 2x6 RAFTERS @ 24" O.C. 12 N I-- (NO. 1 SYP) 4.13 m r 1 1 2x4 SOFFIT SUPPORT T#150 DRIP EDGE 37'-7 1/2" HALF TRUSS (BEYOND) 2x6 8EV FASCIA ui F_- T# 144 & T#146 INTERIOR HI-RIB STEEL FASCIA TRIMS DO SOFFIT 3 TRIM 2x4 BLOCK 3-2x 2x8 LAMINATED STUB COLUMN 1x4 TRIM lx4 TRIM BOARD 7- 1x10 TRIM 1x10TRIM BOARD u HI-RIB/SOFFIT CAP (3) 1/2''x5 1/2" M. BOLTS 2x10 HEADER (2) 2x10 HEADERS 12 SKYBELT PANEL SADDLE EARS T# 167 TRANSITION TRIM 12 NOTE: N I IS THE SAME AS 2x6 NAILER 1/F~ ITTHIS SECTION IS EMS AS S NOTED. SECTION B EXCEPT TED. EFOSAME A R THE (CEPT FORTHE O 2x8 BLOCK TED. r ITEMS IA S 0 HARDI-PLANK LAP SIDING 1'-7 0 3/4" 0 1'-7 7/8" v~0 O7/16"OSB W1 BUILDING WRAP 1'-5 3/8" Lij SADDLE BEARING BLOCK © 2x4 VERTICAL BLOCKS (9 24" O.C. C) ; (20) ROWS 2x8 TREATED TS.G 9 2x4 NAILERS (1 32" O.C. 2100f MSR SEE CJ uj 7 1 /4" 7 1/4" .J ° 3-2x8 LAMINATED COLUMN W/ (2) 2x10 TREATED LAMINATES (EACH SIDE) 3-2x8 LAMINATED COLUMN W/ ~J 2x8 TREATED LAMINATES SADDLE EAR SADDLE BEARING BLOCK GRADE TO HEEL I ISOMETRIC VIEW 3-2) 3-2x8 LAMINATED STUB COLUMN DETAILS (1) ROW 2x8 TREATED SPLASHBOARD O SCALE, SCALE. 1 1/2" = 1'-0" I 2X8 TREATED BASEPLATE DRAWN BY. RP882 DATE: 8-17-05 CHECKED BY: DON T. DATE: 9-8-05 FINISH GRADE REVISED DATE: 9-9-05 REVISED DATE: 9-14-05 REVISED DATE: 4'-0" EVISED DATE.' ~.{1 -236M (14 GA.) COLUMN STILT Q of NEW T~% LA _ 18" THICK MINIMUM READI-MIX CONCRETE BELOW -p BOTTOM OF LOWER COLUMN W/ ADDITIONAL a - ..p . ro L. S T READI-MIX TO TOP OF 236M STILT (9"±). PLACE CONCRETE a1 o -.0 BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION r i 42"0 42"0 04 j (o "l B BUILDING SECTION C SIDEWALL SECTION D S( SCALE' 1/2"= 1'-0" SCALE: 1/2'= V-0" SCALE: AS NOTED SHEET NO. S6 OF S6 r -