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HomeMy WebLinkAbout27767-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29340 Date: 04/02/03 THIS CERTIFIES that the building AGRICULTURAL BUILDING Location of Property: 24405 MAIN RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 2 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 5, 2001 pursuant to which Building Permit No. 27767-Z dated OCTOBER 10, 2001 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 AGRICULTURAL FARM STORAGE BUILDING WITH NO ELECTRIC AS APPLIED FOR. The certificate is issued to JOHN BOYLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized Authorized Sig ature Rev. 1/81 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. 27767 Z Date OCTOBER 10, 2001 Permission is hereby granted to : JOHN BOYLE & ORS 47-02 VERNON BLVD LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF AN AGRICULTURAL BUILDING AS APPLIED FOR at premises located at 24405 MAIN RD ORIENT County Tax Map No. 473889 Section 018 Block 0002 Lot No. 033 pursuant to application dated OCTOBER 5, 2001 and approved by the Building Inspector. Fee $ 150 . 00 Authorized Signature COPY Rev. 2/19/98 Form No.6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 { APPLICATION FOR CERTIFICATE OF OCCUPA4Y 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $$z15.00 z Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Zgq.1 5 / � Q_p Q—( House No. 1 Q,, Street Hamlet Owner or Owners of Property: � -aM 50-ALE[E Suffolk County Tax Map No 111000, Section Block n Lot Q37;s N Subdivision 4k Filed Map. "A Lot: 1 /)k1A Permit No. l 1 Date of Permit. (off Applicant: xyy {�LL��tQtiAJ Health Dept. Approval: ' A Underwriters Approval: &Lb Planning Board Approval: N Q Request for: Temporary Certificate Final Certificate: �X� (check one) Fee Submitted: $ "Cat eeo a9D COMP AlNT- PORT_._-. n ��-- NAME �a ADDRESS PHONE# HOW RECEIVED, TEIN PERSON LOCATION OF lao 5 _ COMPLAINT � _, NATURE OF COMPLAINT vc i Id 14 t ASSIGNED TO INSP. DATE REMARKS ACTION TAKEN FILE # (IF APPLICABLE) RE-INSP DATE �5.Z. ,pYrt Allied Design A a croup. P.C. March 7, 2003 i Town of Southold Building Department Southold, NY RE: John Boyle 60'w x 15% x 1201 47-02 Vermon Blvd. Long Island City, NY MBI JOB # 128-0629 Dear Sirs: Please be advised that the 60' 2475 R.C. Truss specified on my drawings dated 7-11-01 was supplied by Morton Buildings, Inc. . Please be further advised that Subtitle S New York State Uniform Fire Prevention and Building Code Section 651.3 Nonresidential farm buildings, states " The requirements of this Subchapter shall not apply to nonresidential farm buildings, including, barns, sheds poultry houses and other buildings, and equipment on the premises, used directly and solely for agriculture purposes." Therefore, there is no building code requirement for roof snow load; however, my drawings dated 7-11-01 showing a 20 PSF roof snow load, in my opinion, is a proper design for this farm building. Yours truly, �p""two � Allied Design A& aP.tdEH p a� CC (2c,�'�✓ 'r ry Z6 Ronald L. Sutton, q E President4O. 11 _ ,,.ye Applicant/ Date Owners Name: /Jvf, Reviewed: Architect/ Date Engineer: <I- Submitted: SCTM N: District: II o Section: Block: L Project — Subdivision Location: Name: - Sin&lc R separate Required certification: (Yes/No) Q �l Req. ,ry Req. Zoning District Q y1 _ I W size: a U� ACWaI'. �,D PJ1R/1 I Il.ol coverage IhnlxiseJ G >A Rcq.m sp"[ � �J Req. y, r Req. -7 i JI'roPard y _Proposed: [Side Yard 1 /Y4rProposed: J [Rear Yard — Proposed I Project Description: AGENCWERM_ITS Permi RFQUIRF,D FOR REVIEW N.A_ ISO YES Number Suffolk County Health Dept. New York State D. E. C. -- 4 Town Trustees _: ' Town Zoning Board approval: ✓ Town Planning Board approval: !` Flood Plane Elevation??? Flood Zone: y Notes; R BUILDING PERMUE. RMEW C LIECK LIQ Applicant/ Date Owners Name: Jti " n Reviewed: Architect/ ( f Date Engineer: - `'" Submitted: � AO CI SCTM ff: District: 1.000 Section: Mock: o? t.oc Project n .. n _ -� Subdivision Location: _ Name: Sigle&, separate 'Required /© ccrllfication: (Yes/Nol N _ Rcq. /7 a,-,% � Rcq. Yrnling Oisl6cl&_ (l.ol size: Actual J (W ci verae. pli/1x1..cd��� J Req, - / oZ / Req. t T t Req. y'If ,f t (Front Yard '��`POL Pro(med: .N. 1 (Side Yar Proposed:-7a'—J (Reav'Yard/f�t Proposed/0V J r y I 3qp r Project Desertfution: AGEN E\E$ e. it . RESZUIRED FORREVIEw N.A. IO ' YES Number Suffolk County Health'pept, f_ New 'York State D. E. C' Town Trustees, \'� Town Zoning Board approval: Town Planning Board approval. Flood Plane Elevation??? Flood Zone: a-nxl d' Nbdes; t11-0 o - T 7` . x p John Boyle 10 of T. 47-02 Vernon Blvd. L. I. City, N D 4 September 2001 Mr. Mike Verity Buildings Department Town of Southold Main Road Southold, NY 11971 Dear Mr. Verity: I am writing in regard to the building permit for which Morton Buildings has applied on my behalf. This permit is sought for the construction of a barn on the northwest side of my farm in Orient. This barn is intended for the following purposes: (1) storage of farm machinery, equipment, fencing, and drainage materials, (2) storage of hay and straw, and (3) housing of personal livestock. If any further information or clarification is needed, please feel free to contact me at the numbers indicated below, or Bill Kelly at Morton Buildings. Sincerely, John Boyle cc: Bill Kelly, Morton Buildings Phone: 718-786-7612 Fax: 718-752-9546 !#5.1802 B DING DEPT. SPECTION [ F UNDATION IS [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: � D v DATE / ( D INSPECTO �s5-><sos BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 6f, 4e t, -s 74 .-46 DATE , , oz INSPECTOR ,// 765-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ J INS ION AMI [ RNG [ FINAL [ ] FIREPLACE & CHIMNEY QQ REMARKS: ff t � DATE / INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [X ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �� u ,� /�� �� .-r - `,:7 4s 4r- ,�r DATE cs1��c5 z INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY REMARKS: Zk C2 DATE a 31NSPECTO FIELD INSPECTION REPORT _ ?' COMMENTS SU T 6' FOUNDATION � 1P c FQbNDATION (2ND) -------- ----.�_--------=----------- -______= a Qj FLOUGH FRAME PLUMBING1 wr INSULATION PER N. Y. i STATE ENERGY CODE o� a C FINAL f tJ _ADDITIONAL COMMENTS: co H o 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 Pl�� TEL: 765-1802 Survey t� PERMIT NO. _ -02»� __ Check-l' '/t/7`7-- 150.M5 �—r Septic Form N.Y.S.D.E.C. Trustees Examined /-0//0 ,20)) Contact: Approved 1200/ Mail to: Disapproved a/c Phone: Building ole ,,r APPLICATION FOR BUILDING PERMIT _ Date 6 OK I 2001 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 a Certificate of Occupancy is issued by the Building Inspector. 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. ff� (Sig — e otapFlicant of name,if a corporation) ZZ685 4Ax L,u LWZT *- y (Mailing address of applicant) C1�-(LNLx.iNt-t ItS35 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises , o*w ECY-dL- (as on the tax roll or latest 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. 1. Location of land on which proposed work will be done: ' Z�tfOS nC. _ -t2,9- House KQHouse Number Street Hamlet County Tax Map No. 1000 Section Block CZ Lot Subdivision lel/A- Filed Map No. Lot eam 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy A(40&fy r&yAL �1+A E0SJL 3. Nature of work(check which applicable): New Building__XAddition Alteration Repair ._—Removal --- Demolition —Other Work ��,, � (Description) 4. Estimated Cost 47i�t t)00. Fee (to be paid on filing this anplication) 5. If dwelling, number of dwelling unitp Number of dwelling units on each floor /A If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of xi 'ng structures, if any: Front Rear Depth Height Ll Number of Stories Dim,�e,, Bions of same structure with alterations or additions: Front Rear Az Depth Height A Number of Stories 8. Dimensions of entire new construction: Front ZD Rear Depth 44> Height Z/ ' Number of Stories CK F- 9. Size of lot: Front Rear Depth 10. Date of Purchase 4L" Z-11-'> Name of Former Owner_ 'NiLkAAL J . scat) :: {� 11. Zone or use district in which premises are situated �- 12. Does proposed construction violate any zoning law, ordinance or regulation: ND 13. Will lot be re-graded �► 7� Will excess fill be removed from premises: YES Vd� Vxz'm quo 14. Names of Owner of pret es . �W �LE Address LjO. G a� Phone No. Name of Architect A ' Address INWA Phone No JJIA, Name of Contractor Address( W tihone No. 4v1- 1�744'4060 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES 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 017-6z.)� ) y4d S. L&Z : t ! being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ft64 1 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw rp,toabefore me this� Notq e�Public Signa e pli Notary blk,,RE W ow y„k NO.01GL4879WS Qualified in Suffolk Cou Commiealon mires Dec.8, ,�-- tF OCT o Poor SURVEY OF PROPERTY O►F 6,09 A T ORIENT TOWN OF SOU THOLD SUFFOLK COUNTY , N . Y. 1000-18-02-33 & 34 100 0 100 200 300 %w oPJ�� Scale 1 ' = 100' 141` QCTOBR 19, 1998, 2, E, Pip ono 50 NWy e ce F Q kT FAq 0 01 N0 AREA OF 1000-18-02-33 7.8814 cc w` L Loo' o ! ' �/ �' AREA OF 1000-18-02-34 = 22.4453 cc hdi "x `b• '6., ,o TOTAL AREA= 30.3267 cc h" W 5 65 l�G EOE ti \ 5 Ir 6 op gI• 3� �R* \ / � pz gPRN ti , p` \" �cFl° ti F" \ OIC CERTIFY T0: No Pia gPRN w p N I JOHN BOYLE CATHERINE BOYLE ■= MONUMENT 0= PIPE ��pA �, •� tinr '` 26�� r — = CHAIN LINK FENCE O ` rp P o ry \ eF 5� 2� 1 l�OF NEW), FFo)\eJ y y \\ Zo \\ yO \ �O 566ry500 I�cJR• s1P �a..rertQ0 P4 Y ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION S. LIC, NO.' 49618 D SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, ECO y .R,b/wEe P. C. F CEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS OG yn ` q 9 1UU ' .H REON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F �631 � N FAX f63/1 765 1797 y r D MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P. . O. BOX 1230 TRAVELER STREET SE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 71971 OFFICE: C CUTCHOGUE. NY OB NO. 128-0629 APPRO ED AS I"'!M, DATE: � �,�- OY B.P 11 67 FEE: / ;y BY. NOTIFY BUILDING DEPAT,TIV'❑ x c3 MORTON BUILDINGS GENERAL SPECIFICATIONS FOLLOWING AMTOIONS I FOLLOWING INSPECTIONS n 7 FOUNDATION - 7NI0 REOUIi:EI'J a FOR POURED CONCRETE w m LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS 2. ROUGH - FRAMING & PLUAgE Nr �� o 3. INSULATION NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 4. FINAL - CONSTRUCTION M JSi ( d BE COMPLETE FOR C.O. m ANCHORED ON CONCRETE - COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4" H.R, STEEL COLUMN ALL CONSTRUCTION SHALL AEE7 THE REQUIREMENTS OF THE NY L� z SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2" DIA, x 8" PLATED ANCHOR BOLTS STATE CONSTRUCTION & ENL ,G ,wz CODES. NOT RESPONSIBLE -O AND COLUMN IS FASTENED TO SOCKET BY FOUR 1/2 x 2 1/2" LAG SCREWS AND FOUR 20d R.S. NAILS. ESIGN OR CONSTRUCTION ERE OW L7 a Z BASEBOARDS - BASEBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2'x4" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Z C2 ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. L7 ALLI D I G FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.O. -' W WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTI-IER FRAMING LUMBER IS NO. 2 OR BETTER. } m ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS ~ ?•-e._ REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. R 1 J SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 �� z O GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS ~ U 0 NOM. 1 MIL THICK ON EXTERIOR . ROOFING PANELS (FLUOROFLEX 2000 (TM)) - 0.019" MIN., AZ55 GALVALUME WITH AN _ 0 ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT Z 0 WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. Cr.) m TRIM - DIE-FORMED TRIM OF 0.019" MIN., C90 GALVANIZED OR AZ55 GALVALUME STEEL d CY OR ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS N USSEE IS S UNLAWFUL UL ROOFING OR SIDING PANELS. WITHOUT CERTIFICATE GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 OF OCCUPANCY I I a FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING . TYPICAL LUMBER SPECIFICATIONS - 1997 NDS N o SIZE DESCRIPTION BENDING VALUE F6 UNDERWRITERS CERTIFICATE � ADDITIONAL NOTES 2"x4" N0.1&2 SPF 1.313 PSI REQUIRED 1 ) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART BUILDING DESIGN CRITERIA 2"x4" 2100f MSR SPF 2100 PSI CONSTRUCTION TYPE 5B 2x6" N O. 1 SPF 1138 PSI > OF THESE DRAWINGS. LIVE ROOF LOAD DESIGN 20 PSF 2"x6" NO. 1 SYP 1650 PSI �y�g WIND LOAD 70 MPH EXP. C 2"x8' NO, 1 SYP 1500 PSI ,II DRAWN BY: TR 885 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED FLOOR AREA 7200 SQ FT 2'x10" N0. 1 SYP 1300 PSI W 2"x12" N0, 1 SYP 1250 PSI �/ DATE: 7/3/01 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 1 ALL LAMINATED MSR SYP 195VENEER LUMBER 2800 PSI r CHECKED BY; ERIKA 1 L x16" LAMINATED 0 PSI AVL ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, 3 1 2"x15" GLU-LAM 1650 PSI DATE: 7/10/01 51 4"x161 2" GLU-LAM 2400 PSI REVISED DATE: 3,) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 51 4"x191 2" GLU-LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES, REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC REVISED DATE: JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, SH C T I N f C �/ J I IL_ I IV L L /N I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR THIS BUILDING WAS PREPARED BY OR UNDER MY pF NE SI-BEET DESCRIPTION DIRECT SUPERVISION AND THAT AMrA DULY LI ENSE / 4E L'L'y 5000 ISA TRADEMARK OF AUSIMONT, USA. OF 5 SPECIFICATIONS �C SHE ET INDEX REGISTERED PROFESSIONAL E INE 1c�• \OLSG�O,p� 2 OF 5 COLUMN PLAN °z RONALD L. SUTTON, P.E. 4 CS2x4WFK 10-003 OF 5 ELEVATIONS DATEMICHA EL ,,T McCORMICK P.E. �� I REG. 11 : . .srl1 4 OF 5 SECTIONS 5 OF 5 TRUSS DRAINING & DETAIL "" !CALE: AS NOTED N0. OF 5 OFFICE: CUTCHOGUE, NY JOB NO. 128-0629 \ \ f a 7'-4 1/2 7'-6" 7 6 7'-6" 7'-6" 7'-6" T-fi" 7'-6 T-6" 7'-6" 7'-6" T-fi' 7'-6" 7'-6" 7'-6" 7'-4 1/2"1 0" VENT li M OVERH ANGSED SIDEWALL m m — 2'-0' NON-VENTEDw 4 — ENDWALL OVERHANGS V zo 59'-9" Z 59'-9" f 52'-4 1/2" 60' R.C, TRUSSES ®�) r •I `� 7'-6" O.C. TYPICAL _ Z_ 44'-10 1/2" 43'-1 DI/2" C O W gAJ_j` C 4 4 z m FP -. z ' w 37'-4 1/2" - z EF Q1� o Yl V 29'-I0 1/2" 1 A J o EET i K 22'-4 1/2" - Q o •i 16'-71/2• Z p 14'-10 1/2" V m 14'-10 1/2" CONTINUa IES AND4" LOWER A DCHORDD TRUSS TG� o END BRACES APPROXIMATELY 7'-4 7'-6" O.C. TYPICAL - - N 7'-41/2" C 4 o 02 Al 4 I T-81/4" T-6" T-6" T-6" T-6" T-6" T-fi" T-41/2" DRAWN BY: TR 885 7'-41/2" 7'-6" T-6" 7'-81/4" 29-71/2" DATE: 4/6/01 CHECKED BY: JAY N N N \ \ \ DATE: 4/16/01 REVISED DATE: 7/3/01 o - m REVISED DATE: REVISED DATE: COLUMN PLAN REVISED DATE: COLUMN PLAN LEGEND ❑ - 3-2"x6" LAMINATED COLUMN LOCATION �yr:vuu�yy� m - 3-2"x8" LAMINATED COLUMN LOCATION �pF NE{q, • - HEADERED TRUSS LOCATION O\ D - 3068 9-LITE FLAT SLAB 9100 WALKOOOR a� O L• SLS Q�e£ ROUGH OPENING SCHEDULE W/LOCKSET a. UNIT SYM9g; I- 4030 9-LITE VINYL SLIDING HAYFIELD ,0 HEIGHT WINDOW W/SHUTTERS =' FROM LEGOO - 27'x16'-6" DOUBLE SLIDING ALUMASTEEL Ll " 80 3 4" END DOOR m� Q " 33 5 8" @- 30'x15' DOUBLE SLIDING ALUMASTEEL SIDE ._.( '°�r ss1 DOOR - 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA �- 7/16" OSB SHEARWALL (SEE DETAILS ON SHEET 5 OF 5) SCALE: AS NOTED 2 8 SHEET NO. SCALE i 4 6 2 OF 5 OFFICE: CUTCHOCUE, NY 60'-6" 59'-6• JOB N0. 128-0629 3'6"x3'6" CUPOLA VENT-A-RIDOE • v� a I N w m T#144 &146 FASCIA TRIMS ' ^ Z �..I z HI-RIB STEEL �' o T#21 CORNER TRIM Z a T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T//167 BASE TRIM W/T#176 _Z NORTH ELEVATION o z D 2 4 T#16 GABLE TRIM 4� T#16 GABLE TRIM �� J �— O Z K U � o �— HI-RIB STEEL HI-RIB STEEL Z m T#21 CORNER TRIM T#21 CORNER TRIM m � A T"67 TRANSITION TRIM T1167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT z T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM W/T#176LLL T#167 BASE TRIM W/T#176 Ir � w a WEST ELEVATION EAST ELEVATION N QO O 3'6"x3'6" CUPOLA DRAWN BY: TR 885 DATE: ATE: 4/6/01 CHECKED BY: DATE: REVISED DATE: 7/3/01 REVISED DATE: REVISED DATE: REVISED DATE: T#144 & 146 FASCIA TRIMS uwrwuy HI-RIB STEEL •CEOF NE1.yy�, T#21 CORNER TRIM CD •O L. 0 * .0 OR r T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM • T#167 BASE TRIM W/T#176 "Y polio � SOUTH ELEVATION81 2' ' SCALE: SCALE: AS NOTED 1' 4' 16' SHEET NO. 3 OF 5 OFFICE: CUTCHOGUE, NY JOB NO. 28-0629 01 � o N w p, FF2000 HI-RIB STEEL 2"x4" PURLINS CL70 2"x4° PURLINS B 24" O.C. (2) 60d R,S. NAILS IN m (NO. 2 SPF) OVERHANG RAFTER 3 �� z 2"x4° BEV. PURLIN ADDITIONAL 2"x4" PURLIN 6 U w z WIRE MESH 6" MESH L7 FILLER STRIP a °' 2"x6" BEV. FASCIA c NOTCH OVERHANG FRAME AROUND STEEL BEAM Z 60' R.C. TRUSS . 1 T#144 & 146 FASCIA TRIM 2"x6" BEV. FASCIA SOFFIT '�' Z HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & 12) 20d R S. NAILS ° 60' R.C. TRUSS 2"x6" OVERHANG NAILER Z T#71 TRACE( COVER HI-RIB STEEL (KYNAR) A­T�743TRACKBOARD 51M TRACK x ° �- • ✓_ x4" TRACKBOARD 402L TRUSS HANGER FASTENED TO BEAM W/ o z 4'l ( ) /2"x2 1/2" M. BOLTS AND FASTENED TO 2 1 1 1/2"x2' BLOCK TRUSS W/ (1) 1/2"x2 1/2" M. BOLT & (9) z .;, 3-2"x6" LAMINATED COLUMN w TRIM 1 1/2" R,S. NAILS zOf '- �-(4) ROWS 2"x4" NAILERS 15'-0" T#25 JAMB TRIM W16x31 = o = a GRADE TO BOTTOM 0 = ym 1 1/2"xi 1/2" VERTICAL BLOCKING OF TRACK GIRT 2"x12" TRACK GIRT -� �-- 0 COLUMN LOCATIONS 2"x3" JAMB BEYOND 3-2"xD LAMINATED JAMB COLUMN BEYOND W/ AN ADDITIONAL 2"x8" W � TREATED LAMINATE FOR HEADER T#167 TRANSITION TRIM SUPPORT 15-0" 2"x6" NOTCHED NAILER Of C� /� TOP OF CONCRETE HI RID STEEL WAINSCOT (KYNAR) SLIDING DOOR HEADER SECTION B — B U WALL TO HEEL 7/16" OSB PROTECTIVE LINER 2"x4" TREATED NOTCHED NAILER W/ SCALE 1 -0" Q o_ PRECOMPRESSED ULTRA-SEAL 71M COLUMN SOCKET W/ Z O (4) 1/2"x2 1/2" PLATED LAGS & V_ m T#167 4 20d GALV. R.S. NAILS BASE 33Q SUPPORT ANGLE CENTERED BETWEEN COLUMNS a FINISH GRADE TRIMfz. �-� W/T#176 (2) 1/2"x8" PLATED ANCHOR BOLTS Q 0 z rn 4"4 CONCRETE FLOOR♦ 4" MINIMUM COMPACTED GRANULAR BASE* KYNAR HI-RIB STEEL / 2"x6" UPRIGHT J 36" O 8" CONCRETE FOUNDATION WALL Q o MIN. VERTICAL REINF. #4 REBARS SET IN FTG, NOT TO EXCEED 2' O.C. 60' END TRUSS MIN. HORIZONTAL REINF. 2-#4 REBARS, 1 AT 5" FROM TOP, 1 AT 5" FROM BOTTOM, 8" �' AND SO NO BARS ARE MORE THAN 2' APART TYPICAL FOOTING W/ 2-04 REBARS T#71 TRACK COVER DRAWN BY: TR 885 16" UNLESS SPECIFIED OTHERWISE 51M TRACK DATE: 4/6/01 CONCRETE FLOOR NOTES t.) 3500 PSI, s 1/2 BAG MIX CONCRETE. 3"x4" TRACK BOARD CHECKED BY: 2. REINFORCING: 6x6-10x10 WWM, 1 1/2"x2" BLOCK & T#74 16'-6" DATE: 3. SLOPE GRADE AWAY FROM THE BUILDING il-- ® 27 MINIMUM FOR A DISTANCE OF 5'. T#23 JAMB TRIM TO GRADE 4.) s MIL POLYETHYLENE VAPOR RETARDER PLACED REVISED DATE: 7/3/01 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. 3-2"%6" JAMB COLUMN BEYOND 2"x3" JAMB W/2"x6%7' TREATED SPLICE STIFFENER REVISED DATE: SIDEWALL SECTION A— A I REVISED DATE: 70 M.P.H. WIND LOAD 1,,REVISED DATE: SCALE 1/2" = 1'-0" SECTION C— C im" o NOTE: SCALE 1 " = 1'-0" 4EOF NE Vii,. 6y ♦ IDENTIFIES ITEMS THAT ARE NOT � yP L'SG�P1p PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORSo O• * AND ARE THE OWNERS RESPONSIBILITY. �r •a =' est �w �mnre 1 SCALE: AS NOTED SHEET NO. 4 QF 5 OFFICE: TRUSS DESIGN SPECIFICATION: CUTCHOGUE, NY TRUSS SPACING T-6" O.C, Truss has been designed by computer using the Purdue JOB N0. Plane Structure Analyzer IAW current standards and 128-0629 LIVE LOAD 20 PSF specifications of recognized engineering principles. DEAD LOAD 4 PSF Trusses are manufactured by Morton Buildings, Inc. CEILING LOAD -_PST LUMBER SPECIFICATION (1997 NDS for Wood Construction): TOTAL LOAD 24 PSF 11x16 Lower Chord -- 1950f - 1.5E MSR Southern Pine N Pl, Top Chord --- No. 1 K.D. - 19 Southern Pine " o Web Members -- No. 1 K.D. - 19 Southern Pine d' Q� M TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): 'O N ASTM A-446, Grade A 20 Ga, and 18 Ga. where noted, I 7'c# 1 2 �" galvanized steel Morton truss plates identified by a o hexagon stamped every 1-1/4" along the center of the plate. RAFTER LENGTH 31'5-7/8" m 9x9 IS• Webs are 2x4's � _ Z WEB# 2 PL 2'x 2. CD w z 11'3' WEER 1 a. WEB# 3 WEB# 4 2yy, Z I1x15 Pl. 105-7/8' 16x11 Pl. 12 18 Ga. 9x9 WEB# 5 WEB# 6 4 Pt 6xi 3x5 PL PL. WEB# 7 3-16x . •• •••• Lower 188 Ga.•••• '• 6x9 Chord ;; PL LTJ e.eii 2'x6' H,B. J - 5'3'1/8" 2'x6' :ii: 29-1/8' 13'2-11/16' " �•1 'ii'1i Vit"^h• 15-1/2' > �. o ........ ..a.. O r _ C'7.f 19'11-13/16' 02 w �1=x Z of 29'10-V2' - _ -- O D N LOWER CHORD OF 60' 2475 R . C. TRUSS o e 7/16" OSB END TRUSS SCALE' 1/2" = 1'-0" �-- o of . . . . . . . . , . 2"x4° PURLIN o STD. 2"x4" BUILDING J_ _ - - _ _ --- - --- - - - - - -I, NAILERS - - _ _ _ _ -- - -- -_ _ - - - _ —I //„ Q 0 .I- - -- - - -- - - -- - - - - - -I. TO J• • 2"x6" VERTICAL BLOCKS AT • COLUMN BETWEEN NAILERS 2" � m _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ p PERIMETER OF OSB SHEETS 60d R.S. NAIL / U-3 1 ' NAILED W/ 1-3/4" SHINGLE G •I- - - - - - - -- - -- - - - —I' GUN NAILS SPACED 3' O.C. z .I- - - - -•— •- - - --I. 20 ga. GALV, PURLIN CONNECTORto Q TRUSS I to I w EXTRA NAILERS ADDEDOSB NAILED TO INTERMEDIATE BETWEEN STD. NAILERS •I- -- - - - - SUPPORTS W/ 1-3/4" SHINGLE GUN ' N (MAX. SPACE TO BE 24") 1—'-- - - - - --- -- --- ---1• NAILS SPACED 6" D.C. °• •` Q o • _ �' LAMINATED COLUMN / —— — ——— — - - --- - - - -- - Z(-,) / DRAWN BY: TR 885 _ ___ _ _ _ __ _ (1� ) 09o' TRU-GRIP SCREW ON DATE: 4/6/01 . . . —•IPEAK SIDE AND (2) ON EAVE- - - - -•—v- - - -__•—•—•_ __1. SIDE OF PURLIN IN HOLES SHOWN CHECKED BY: (JOINT MUST BE TIGHT BEFORE DATE: FASTENING CLIPS) REVISED DATE: 7/3/01 I— — — — —— — — — — ———— — — ——1 - - - - '- -_—'- - - -• 2"x4" BUTTED PURLIN DETAIL REy15ED DATE` • I• REVISED DATE; I. 5/4"x6" NAILER (IF PROTECTIVE LINER IS INCLUDED) SCALE: 1 " = 1'-C" REVISED DATE: �— — — — — — — — — —— — — — — — — —I • I' 2"x8" TRTD. BASEBOARD - -- - - - - - - - - - -1 g�P,��oF NElv%. 7/16" OSB �'- p �2"x4" NAILERS 7rLAMIINATETED COLUMN 57T�•. �' OSB SHEARWALL ELEVATION OSB SIHEARWALL SECTION 7 p�e�� SCALE' 1/2" = l'-0" SCALE: AS NOTED SHEET NO. 5 OF 5