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Home My WebLink About28941-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30577 Date: 11/23/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 44632 MAIN RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 6 Lot 7.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 19, 2002 pursuant to which Building Permit No. 28941-Z dated NOVEMBER 25, 2002 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 GARAGE AS APPLIED FOR. The certificate is issued to JOHN & GAIL MEYER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2029591 11/02/04 PLUMBERS CERTIFICATION DATED N/A /-/-Lw //Itho/lzed ignature 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. 28941 Z Date NOVEMBER 25, 2002 Permission is hereby granted to: JOHN & GAIL MEYER 44632 MAIN RD SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR at premises located at 44632 MAIN RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0006 Lot No. 007 . 002 pursuant to application dated NOVEMBER 19, 2002 and approved by the Building Inspector to expire on MAY 25, 2004 . Fee $ 1, 020 . 20 Aut or ' z d Sign ORIGINAL Rev. 5/8/02 Form No.6 I' TOWN OF SOUTHOLD / BUILDING DEPARTMENT TOWN HALL 5 765-1802 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 completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. ,Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5: Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 _80-16' (c,CtAA-4 Date. 11113rD`f New Construction: Old or Pre-existing Building: (check one) Location of Property: 4Jt(a 3 a MA,n kk House No.I Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ''10'7 S_ Block UOD 1p Lot 001. y O Q Subdivision Filed Map. Lot: Permit No. a � Date of Permit. (/ 86dOO a Applicant:,foN" M!=:!, ex—, G:11A l`02m�-- Health Dept. Approval: Underwriters Approval: G�� h 2a oCr _i n Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signatur 6-2 39? Ca365? � Rr cranL 3fL3rL3MG1C.tCltn[J� c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 ERS 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT S S 5 5 Upon the application of upon premises owned by 5 5 cS 5 SSEATUCK ELECTRIC JOHN MEYER 5 LAURA CT. BOX 335 44632 MAIN ROAD SSPEONK, NY 11972, SOUTHOLD, NY 11971 5 5 S Located at 44632 MAIN ROAD SOUTHOLD, NY 11971 Cj S5 5 Application Number: 2029591 Certificate Number: 2029591 S 5 c5 rj Section: Block: Lot: Building Permit: BDC: S 5 ns11 5 SDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of S C electrical devices and wiring, described below, located in/on the premises at: 5 S S 5 First Floor,work shop,Detached Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of November,2004. S 5 Name OTY Rate Rat U Circuit Type 5 5 Appliances and Accessories 5 Time Clock/Switch 2 0 5 5 Panels S 1 100 9 5 Wiring and Devices S S Outlet 28 0 Fixture 5 Fixture 3 0 Incandescent 5 Fixture 25 0 Flourescent Outlet 27 0 General Purpose SReceptacle 24 0 General Purpose 5 5 Switch 3 0 General Purpose 5 5 Receptacle 4 0 GFCI C, 5 Receptacle 5 0 20 amp Appliance 5 5 5 5 5 5 seal 5 5 5 I of 1 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 0 S �rJ�cncn c1� cncn cJ� u, 5 . � a 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS S TERS BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 S S S CERTIFIES THAT 5 S 5 5 Upon the application of upon remises p owned by S 5 5 SEATUCK ELECTRIC S LAURA CT. BOX 335 JOHN MEYER 5 S 44632 MAIN STREET SPEONK, NY 11972, S SOUTHOLD, NY 11971 5 Located at 44632 MAIN STREET T BARN SOUTHOLD, NY 11971 5`j Application Number: 1064815 Certificate Number: 1064815 S SSection: Block: S Lot: Building Permit: BDC: C� NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: S SFirst Floor,tractor shed,Detached Garage,Outside, cS 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detai S herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 Ij promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the T S 5 Day of Name 2nd November,2004. 5� Rate Ratin¢ Circuit we C SWiring and Devices 5 S Outlet 16 0Fixture 5 S Fixture 5 16 0 Outlet 10 0 Incandescent Receptacle General Purpose 5 Switch s o S 7 0 General Purpose 2 0 (�S SReceptacle General Purpose [5� GFCI 5 S S 5 5 .S S 5 5 5 5 S 5 sea! 5 7- 1 of 1 S 5� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S cltJ'� D BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: AL/_ft/Z, APPLICANT: °"a ""�' �_'' r iii.- DATE SUBMITTED:_L/L/Z SCTM#DISTRICT: 1,000, SECTION: S , BLOCK: , LOT: �. Z STREET ADDRESS: 4 32- �A'^' �D CITY: SUBDIVISION: PROJECT DESCRIPTION: Actc,%soem �Ulsbit!► ESTIMATED PROJECT COST: ARCHITECTFAST TRACK? /(I SINGLE & SEPARATE CERTIFICATION-REQUIRED? Al NOTES: -- LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after ZONING DISTRICT: A -C, CONFORMING? YC:5 REQ. LOT SIZE: & ;o ACT. LOT SIZE:5.3 A REQ. LOT COV. cmc+ ACT. LOT COV. REQ. FRONT .0o' PROP. FRONT REQ SIDE 2.PX ACT. SIDE REQ. REAR 2-0 PROP. REAR REQ. HEIGHT /B' PROP. HEIIGGHT / WATER FRONT? YE5 DESCRIPTION: Abehowv6 66voll- X�A&,,;5 PANEL #: /g L- FLOOD ZONE:_, APPROVALS REQUIRED SUFFOLK COUNTY HEALTHD T: YES or O, ED#): DTE:—/ /_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y oL NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O s i +r- SOUTHOLD TOWN TRUSTEES: YES or rc TOWN ZONING BOARD APPROVAL: YES c dSP TOWN PLAN. BOARD APPROVAL: YES orAAD TOWN HISTORICAL PRE (SPLIA): YES oO NYS ENERGY:YES Oflota�,:,) �/� ° �� LIGHT(SQ. FT. x 8%)EGRESS(18 H min.?4 sq (SQ.FT.x 4/o) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- 74_w HAVE PRE CO'S :Y OR N BP -Z/C/0 Z- -um _, NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF�?c-� loy'.26 FEE FEE FEE 0c) 75:: : 1. jft SF)- SF)= SF X$>.V +$ +$ _$ 1 2. ( SF)-C_SF)= SF X$ _$ +$ +$ _$ suaDiNa DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J 1 CATION [ J FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS. Cio DATE Y' 3 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU N I 1 FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE_ s A INSPECTOR-- l FIELD INSPECTION REPORT DATE CONIlYIENTS , FOUNDATION(1ST) y ---------------------------- v� FOUNDATION(2ND) z _ . o c ROUGH FRAMING& y PLUMBING In INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL C0M7dENTS 0 z m z I � d , 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 r Survey www. northfork.net/Southold/ PERMIT NO.��9 14 Check Septic Form N.Y.S.D.E.C. _ Trustees Examined (r J 20_7 — Contact: Approved l 20 Mail to: Disapproved a/c Phone: Expiration 20y— 0Z ' BuildiAg Inspector `._ PPLICATION FOR BUILDING PERMIT _._. Date 20 OZ– ^ ? 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, housmi code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( i e o ant name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lesse , agent, chitect, engineer, general contractor, electrician,plumber or builder Name of owner of premises J (i, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer C (Name and title of corporate officer)r Builders License No. � � "? ` tt- Plumbers License No. Electricians License No. Other Trade's License No. 1. Locitti n offlland on which roposydwork will be done: •� 6 House Number Street Hamlet County Tax Map No. 1000 Section L:;`I`-7> Block C-X–NA� � Lot Subdivision f�k¢k� FAJW�� I[ Filed Map No. Lot Z� (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: 4 a. Existing use and occupancy b. Intended use and occupancy n 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �,49M Fee (To be paid on filing this application) 5. If dwelling,number of dwell' g units Number of dwelling units on each floor If garage, number of cars low_ FSM E4k-q--p 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:-Front — Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensi en construction: Front Rear 'Ole Depth 9'� Heii Number of,,/Stories 9. Size of lot: Front I Rear 4,05 . T Depth 4-,:; .S7 10. Date of Purchase Z_ Name of Former Owner Ll:�'j co 11. Zone or use district in which premises are situated A-(, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises? YES NO ?c 14.Names of Owner of premises 4&AV- �ddressk j VA Phone No. -74-'5- I nq67 Name of Architect Address Tom--, Phone No Name of Contractor �M-7 Address ;l,rIC NC'40k Phone No. 7�3G - 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X_ * 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) COUNTY OF&� V--ILL-- A _-5, L - ___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, rporate 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. Sworn to before me this �,, / , ay of V V 20 Notary Public / ign e o li t CLAIRE L.GLEW Notary Public,State of New York No.01GL4879505 Qualified in Suffolk Co Commission Expires Dec.8,0 O _ SIM - � Young & Young, Land Surveyors � a IIrtn� P�i�'Q \�• \ 400 Ostrander Avenue, Riverhead, New York 11901 516-727-2303 n .]�oun rEaM w\ \1' w / Alden W. Young, P.E. & LS. (1908-1994) f;bj \v X03 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer N I UNI, \ sP John Schnurr, Land Surveyor plunnIN, m \ fn9inrerin9 � I " fn � a� I \ 1 £ \ N OOF OVER I 9nrueYin9 II Q UN115 R 51 FRAME NOl1SE I�, 0FE a 2 St o' I 1]3' AASo 303 145 mm m p 1 m \ m R6j '\50' RpOF OVER OF 50 o_ I £ I 2 1 5 S.m II ^ INSET ffiN P:G3 £ II O SCALE 1"=40" =sus I aFee I I I � gad II Y� is":eY 1 zo I " GSGd I � _ I o � I 61 1 , w Z I a. m1 N Or formerly & f I, ` x540 noW eedner � " tanleY F F edner I 10 o. I. 483. A n 0 E �N� o ".U1 0 0 Nz7°8`,07.20,. E o3e l o — m o NOTE N W qs oT R•OW I 0 0 AREA — 5.3046 ACRES € o m 3a GAIL 'S // \\�� rn �^ • RE LOT 2, MINOR SUBDIVISION "MOHRING ENTERPRISES II" e'pd POND N Z Z o� o ( p _ _\_52�._-- DD - ossa r �DD � � - - - ` bo s -4 m I N, x436_ - O N O I m CERTIFICATION 5"� 0 O N NW- fA_ I - �z � I $ _� �/ • WE HEREBY CERTIFY TO JOHN C. MEYER, GAIL M. Q 0 `� m II VAfrF SFpvICE \\=— / MEYER, NORTH FORK BANK & FIRST AMERICAN TITLE INSURANCE COMPANY OF SEE NEW YORK THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION 0 __ o PROFESSIONAL LAND SURVEYORS NE o" bV t,3 IN 0cOm '* Q� tiC U�,o 52 JOHN SCHNURR, N.Y. . N0. 4 7 p ego EpRtie HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 iC 45g93ode` A �SEDLANOSJP s2- N SURVEY FOR �> �1 ion: z ea9 555 er JOHN C. MEYER & GAIL M. MEYER slip S 6� Or EoP 0r \ LOT 2 "MOHRING ENTERPRISES II" 5 At Peconic, Town of Southold o Nonc Suffolk County, New York t m County Tax Map Msmm 1000 s.rli- 75 eiok 06 Lov 7.2 +h9 x61 a '0{ d3 m �� I IV A I_ S3 U F? \GAS OF z 5g9.• �1 F CERTIFICATIONS APRIL 2, 2001 /vi z 3 GENERAL AMENDMENTS MAR. 20, 2001 FNAL SURVEY 2001 o " FOUNDATION LOCATION FEB. 20, 24, 1999 N.'o �� SET STAKES AUG 10, 1999 ^e3 -' rv0 AMENDED PROPOSED SANITARY JUNE 10, 1999 a ,Fo MAP PREPARED MAY 28, 1999 �zae Q \ 5oe SCALE 1" =100' CCS JOB NO 99-0299 I- J `Q�6 O ❑ - MonuuENr ser ■ = MONUMENT round p = STAUE SET A= STAKE round DWG. NO. 990299-final S3 Z OO DFfIGE -Y MAINTAIN IREQVIAG:D 18, OFFICE: 2 .taVPREb CUTCHOGUE, NY 4 ADfl1T ww cog'TIFICh"1'lJw tol 7 f JOB N0. ' 128-0673 OCCP. PAPPCy OR DO NOT PROCEED WITH UNDERMP,ITERS CERTIFICATE �nF PP SOUP CP �USE 'S UNLAWFUL � MORTON BUILDONGS GENERAL SPECIFICATIONS REQUIRED FRAMING UNTIL SURVEY OF OCCUPANCY N OF FOUNDATION LOCATION LAMINATED COLUMNS - N0. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 54S HAS BEEN APPROVED. C r7 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 w m POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND 'q` O C. m SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ® IFOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN DEPTH BELOW GRADE AND ALLI w z READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR V a Z a SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE 1 " I MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. Z SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER - a II PR DAS OTED z8�y� � C� R 1� 1 - MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER t Eu ,,, ��III €I- . 1 ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION NOTIFY UILDING ApTMEN7 AT 766-0802 9 AM TO C PM FOR THEoG7: C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. FOLLOWING INSPECTIONS: 1. FOUNDATION . Z » . FOR POURED CONCRETE REQUIRED FRAMING LUMBER - SIDE NAILERS ARE 2"x4" 545 OR 2"x6' SPF N0.2 OR BETTER SPACED APPROXIMATELY 30' O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR L ROUGH FRAMING & PLUMBING 2. � -'. 9. INSULATION p 4. FINAL . CONSTRUCTION MUST = 7a BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. BE COMPLETE FOR C.O. F F� uNi ALL. CONSTRUCTION SHALL MEET P� O �•� m ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS THF' REQUIREMENTS OF THE N.Y. ,O� STATLi CONSTRUCTION & ENERGY I 1 REQUIRED AND KILN DRIED LUMBER AS SPECIFIED IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED 'l" NOT RESPONSIBLE FOR ~ o UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH "`SIGIx OR CONSTRUCTION ERRORS Z w U 0 CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING, TYPICAL LUMBER SPECIFICATIONS - 1997 NDS Q! SIDING PANELS (KYNAR 500 HYLAR 50001 - 0 019" MIN„ G90 GALVANIZED OR AZ55 SIZE RD IA1 DESCRIPTION BENDING VALUE Fb Q / ?"x4"' N0.1&2 SPF 1313 PSI GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500 HYLAR 5000 FINISH WITH 2"x4" 21O,100f MSR SPF 2100 PSI 500/HYLAR DESIGN (CRITERIA 2"xG' N0.1&2 SPF 1138 PS O A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR USE GROUP C 4,2 2'"x6" NO. 1 SYP 1650 PSI L7 m CONSTRUCTION TYPE 5B 2"x8" N0, 1 SYP 1500 PSI d ROOFING PANELS (FWOROFLEX 2000 (TM)1 - 0.019" MIN , AZ55 GALVALUME WITH AN LIVE ROOF LOAD DESIGN 30 PSF 2"x10" NO. 1 SYP 1300 PSI d WIND LOAD 80 MENEXP.0 2"A2" NO. 1 SYP 1250 PSI ALL 1950f MSR SYP 1950 PSI ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT FLOOR LOAD 1 120 PSF 1 1 2"x16" LAMINATED VENEER LUMBER 2800 PSI z FLOOR AREA 3984 SQ, FT. 3 1 2"x15" GLU-LAM 1650 PSI Q WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. 5 i 4"x1fi I2" GLU-LAM 2400 PSI 4"x191 TRIM - DIE-FORMED TRIM OF 0,019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL 512" GLU-LAM 2400 PSI a NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS, vi ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS J Qa 0 ROOFING OR SIDING PANELS . GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 FINISH 10 MATCH TRIM, ON BOTH SIDES OF THE BUILDING. � C �/ DRAWN BY: JON 823 ADDITIONAL NOTES SHEET I I�I D L X DATE: 10/11/02 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PARI SHEET # DESCRIPTION CHECKED BY: JL OF THESE DRAWINGS. 1 OF 5 SPECIFICATIONS & SHEET INDEX DATE' 10/17/02 2 OF 5 COLUMN PLAN REVISED DATE: 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 3 OF 5 ELEVATIONS REVISED DATE: BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 4 OF 5 SECTIONS & DETAILREVISED DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 5 OF 5 TRUSS DRAWING & DETAILS REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. , SOF NEIN`yx . 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC rP• •0 L. SG •OP�k I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. THIS BUILDING WAS PREPARED BY ME OR UNDER MY p,�yE '0 O• * ' DIRECT SUPERVISION AND TM A DULY LIC NSED/ 5 ) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR REGISTERED PROFESSIONAL NGIN ER. 1'} �•+�b.y71N;�• 'm 5000 IS A TRADEMARK OF AUSIMONT, USA. �c.Q� +°""+z Ss1 �"• RONALD L SUTTON, P.E. MICHAEL L. McCORMICK P.E. CS2x4FK 10-00 DATE: 10 -Z' -0 i REG. # : S-71 19 SCALE: SHEET NO. 1 OF 5 OFFICE: CUTCH OGUE, NY JOB N0, 128-0673 I - i N co 7'-4 I/2" T 6" 7'-6" 7'-6" 7'-6" 7'-6" 7-6" 7'-6" 7'-6" 7'-6" 7'-10 1/2" V o a V-0" VENTED SIDEWALL OVERHANGS G_ A N 4 / 2'-0" NON-VENTED ENDWALL OVERHANGS ^m M 47'-9" 47' 9" w 1a"0 20"0 20"0 20"o 20"0 20"0 20"0 20"m 20"0 20"0 20"m ie'm C7 m A Z 4 r w z 39'-101/2" — 18"0 O 18"0 — 39'-101/2" LLj a 18"0 34'-1 1/2" 31'-101/2" — 18"0 V rc 23'-101/2" 18"0 O -i O z a, o �,n 15-101/2" 18"0 18"0 13'-71/2" Q '0 Q v 7'-101/2" — 18"0 18"0, — 7'-101/2" EE F- _ o 3n, '\ 78"0 20"0 20"0 20"0 30"0 QQ 3iD"0 20"0 20"0 20"0 O 18"0 nS L� B QQ 48' H L. S.C, TRUSSES @ 4 3'-a 1/4' I T-6' O.C. TYPICAL T-41/2" T-6" T_6" 4-21/h' 29'-71/z" T-fi" T-s' T-101/2' Q c� z < CONTINUOUS 2"x4" LOWER CHORD Q N TRUSS TIES AND 2"x6" DIAGONAL b END BRACES APPROXIMATELY �J a o 8'-0" 0 C. TYPICAL __J -i ON N r 1L" COLUMN PLANti�4 (� I} ° .n�r!-� Y �'V� DRAWN BY: JON 823 DATE: 10/11/02 CHECKED BY: J \b DATE: �\ 0'Y ✓'� REVISED DATE: COLUMN PLAN LEGEND \�� — REVISED DATE: o - 3-2"x6" LAMINATED COLUMN LOCATION I REVISED DATE; i JJJ111111LLL N - 3-2"x10" LAMINATED COLUMN LOCATION �io-�, REVISED DATE: • - HEAOERED TRUSS LOCATION 3068 9-LITE PLAIN SLAB 9100 WALKDOOR W/LOCKSET �i - 21'x12' ALUMASTEEL DOUBLE SLIDING END DOOR � - 30'X12' ALUMASTEEL DOUBLE SLIDING SIDE DOOR 18"0- 18" DIAMETER FOOTING WITH - 'P SOF NE4q 8" THICK READI-MIX CONCRETE PAD, " S , c PLACE A MINIMUM OF 8" READI-MIX �y,+,�'- CONCRETE AROUND COLUMNS WHEN W* "00 SETTING. �'' •tG 20"0- 20" DIAMETER FOOTING WITH ' 8" THICK READI-MIX CONCRETE PAD, I •'.;,� PLACE A MINIMUM OF 8" READI-MIX I vv o CONCRETE AROUND COLUMNS WHEN o�vew SETTING. 30"0- 30" DIAMETER FOOTING WITH ROUGH OPENING SCHEDULE 12" THICK READ]-MIX CONCRETE PAD. UNIT SYMBOL WIDTH HEIGHT 2 81 SCALE:AS NOTED PLACE A MINIMUM OF 10" READI-MIH FROM LEGEND SCALE: SHEET NO. CONCRETE AROUND COLUMNS WHEN O 37 3 4" 80 3 4" 1' 4' 16' SETTING. 2 OF 5 OFFICE: CUTCHOGUE, NY JOB NO. 128-0673 molo ol . a U G. N VENT-A-RIDGE Q� M Om m j / ^ Z �I Z -------------------- - ^ O 5" O,G GUTTERS �• �' HI-RIB STEEL T#21 CORNER TRIM 1#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT Z T#21 CORNER TRIM ^ T#167 BASE TRIM C.-;D NORTH ELEVATION z J N ' ` W Ljj o 5E 0 i 2 T#16 GABLE TRIM � q 12 T#16 GABLE TRIM �•/ ZX 0 m HI—RIB STEEL O n: 1#21 CORNER TRIM STEEL 1 . 1 HI—RIB T#167 TRANSITION TRIM T#21 CORNER TRIM 0 O HI—RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 TRANSITION TRIM Q y T#167 BASE TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM 1 • 1 d WEST ELEVATION T#167 BASE TRIM Q o EAST ELEVATION DRAWN BY: ,JON 823 DATE: 10/11/02 CHECKED BY: DATE: REVISED DATE: REVISED DATE: VENT-A-RIDGE REVISED DATE: REVISED DATE: +�"YueuLu�,cI ILI[ v NEWY0�c 5" O.G. GUTTERS �tiP L. G�'P,A,e� FII-RIB STEEL T#21 CORNER TRIM 6' 'x}1 ' '�4577�9• T#167 TRANSITION TRIM _ III-RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 1?J X AS SOUTH ELEVATION SCALE: F1 2 8' SCALE:SH ETOTED NO. 7, 74- 16' 3 OF 5 FF2000 HI-RIB STEEL OFFICE: 2"x4" PURLINS @ 23" O.C. CU iCHOGUE, NY (N0, 2 SPF) 2"x4" BEV. PURLIN JOB N0.128-0673 NOTE WIRE MESH ♦ IDENTIFIES ITEMS THAT ARE NOT FILLER STRIP PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS 2"x6" BEV. FASCIA .o AND ARE THE OWNERS RESPONSIBILITY. 5" O.G. GUTTERS . ]�4 i#144 & 146 FASCIA TRISOFFIT _0 48 H.L, S.C. TRUSS �HI-RIB/SOFFIT CAP (3) 1/2"x5 1/2" M. BOLTS & 2"x6" OVERHANG NAILER ) 20dR,S. NAILS � OW DO HI-RIB STEEL (KYNAR) m z 3-2"x6" LAMINATED COLUMN o (3) ROWS 2"x4" BAILERS 2"x4" PURLINS 2100f MSR SPF 12'-0'" (2) 60d R . NAILS IN 12 OVERHANG RAFTER GRADE TO HEEL ADD'L 2"x4" PURLIN 0 3 4® Z T#167 TRANSITION TRIM 6" MESH L7 2•'x6" NOTCHED NAILER NOTCH OVERHANG FRAME AROUND STEEL BEAM 4 7 HI-RIB STEEL WAINSCOT (KYNAR) 2"x6" BEV. FASCIA 7/16" OSB PROTECTIVE LINER T#767 BASE TRIM (1) ROW 2"x8" TREATED SPLASHBOARD 4" CONCRETE FLOOR♦ T/J71 TRACK COVER o 48' H.L. S.C, TRUSS O --, 2 :O 51M TRACK = F— 12 FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE* 3 ' 4" TRACKBOARD 402L TRUSS HANGER FASTENED TO BEAM W/ O 41 1O 1 1/2"x2" BLOCK (2) 1/2"x2 1/2" M. BOLTS AND FASTENED TO W =' cONcaerE FLOOR rvo r[s I TRUSS W/ (1) 1/2"x2 1/2" M. HOLT & (9) 7�EL.W sC s t/s anc Mlx corvcREts, T)/74 TRACKBOARD TRIM 1 1/2" R.S. NAILS O CING fix6BAG MI WWM GRADE AWAY FROM BUILDING o 1" PER 12'-0" T#25 JAMB TRIM 16"x7'%40 LBS/FT WIDE FLANGE i Dc OR A MINIMUM DISTANCE DF 14' PWS GRADE i0 BGTTGWI \NG WIDTH STEEL BEAM VAPOR RETARDER Is PROVmeo, PLACE A OF TRACK GIRT 2"x12° TRACK GIRTOLYETHYLENE VAPOR RETARDER A MINIMUM 2•'X3•' JAMB BEYONDELDW THE BOTTOM OF THE cFINcaelE FLOOR. 1 3-2"x10' LAMINATED JAMB COLUMN Q o �46M BASE ANCHOR BEYOND W/2"x10' ADD'L LAMINATE 8" THICK READI-MIX CONCRETE PAD. FOR HEADER SUPPORT ? x PLACE A MINIMUM OF 8" READI-MIX o m CONCRETE AROUND COLUMNS WHEN C; SETTING. SLIDING DOOR HEADER SECTION B — B W 20 m a SCALE, 'I •' = 1'-0•• Z e _ W w SIDEWALL SECTION AA J SCALE, 1/2" — ,,-0= 1'—D" o 80 M.P.H. WIND LOAD DRAWN BY: JON 823 KYNAR HI—RIB STEEL 2"x6" UPRIGHT DATE: 10/11/02 CHECKED BY: DATE: REVISED DATE: 2"u10" TRACK GIRT REVISED DATE: REVISED DATE: T#71 TRACK COVER REVISED DATE: 51M TRACK 3"x4" TRACK BOARD 1 1/2"x2'• BLOCK & T#74 12'-0" wwTLr� T#23 JAMB TRIM TO GRADE ��OF NEiv4l', O 2"x3•' JAMB 3-2"x6" JAMB COLUMN • �F BEYOND �O• TF s •K 2. SLIDING DOOR HEADER SECTION C— C SCALE: 9 1'-0'• SCALE: SHEET NO. 4 of 5 OFFICE: CUTCHOGUE, NY JOB NO. TRUSS SPACING 7'-6" O.C, 28- LIVE LOAD 30 PSF 16x10 PL. DEAD LOAD 4 PST 18 GA. CEILING LOAD — EST 7/y TOTAL LOAD 34 PSE �j o a TC N In 0 nq 9x11 PL 0 2"x4" WEB 2 ONO1 SYP) 76' M STIFFENER 70 2/2 M Ld 9'3" a,. WEB #1 11x15 PL. o T C, #2 Z a Q WEB #2 WEB #3 12 N WEB #4 3x5 PL. ? kl?•• 4 20x9 PL. 18 GA. L.LJ WEB #5r7g5p MSR 16x8 PL. 18 GA. Z WEB #6 13x8 PL 18 GA. 16x11 PL. 18 GA. ;;;; •• °° °° •"°^°°° 10x15 PL .'.; : 9x9 PL 6x9 PL. 7 cki: / 3'6-3/8" 950 3/8" 15'4-3/16"- 10 ER CHORD 2"x6'" "•"•'•°•'°°°°°•••'•'••°° Q - ' CAMBER AT ' CENTERLINE 1-1/2" 23'10-1/2" O 48' HL S. C. TRUSS TRUSS DESIGN SPECIFICATION: SCALE 1/2" = Y-0" Truss has been designed by computer using the Purdue p Plane Structure Analyzer IAW current standards andX specifications of recognized engineering principles. = f Trusses are manufactured by Morton Buildings, Inc. LUMBER SPECIFICATION (1997 NDS for Wood Construction): � Q o Lower Chord -- 1950f — 1.5E MSR Southern Pine Top Chord -- 1950f — 1.5E MSR Southern Pine x Tap Chord --- No, 1 K.D, — 19 Southern Pine o Web Members -- No. 1 K.D. — 19 Southern Pine Zm O TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): LI d ASTM A-653, Grade A 20 Go. and 18 Go. where noted, galvanized steel Marton truss plates identified by a Q hexagon stamped every 1-1/4" along the center of the plate. _ RAFTER LENGTH 22'0-1/16" M Webs are 2x4's 1 1 a J 0 2"x4" PURLIN Q 77.. T O 7, �;> 7 DRAWN BY: ,JON 823 DATE: 10/11/02 CHECKED BY: 60d R.S. NAIL DATE: i REVISED DATE: 20 ga. GALV. PURLIN CONNECTOR REVISED DATE: TRUSS o REVISED DATE: REVISED DATE: or ;K'v NEwY'', 3�i~P (1) #9x1" TRU—GRIP SCREW ON / �* ;o O PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN I •'�6.�1 . (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) I "0 In,euraM 2 " x4" BUTTED PURLIN DETAIL_ SCALE: SHEET NO. 5 OF 5