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Home My WebLink About25457-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26409 Date: 04/28/99 THIS CERTIFIES that the building STORAGE BUILDING Location of Property: 6245 COX LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 84 Block 1 Lot 26.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 21, 1998 pursuant to which Building Permit No. 25457-Z dated JANUARY 7, 1999 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 INDUSTRIAL STORAGE AND MAINTENANCE BUILDING AS APPLIED FOR. The certificate is issued to RICHARD W CORAZZINI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-485808 04/15/99 PLUMBERS CERTIFICATION DATED N/A Bilding Inspector 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. 25457 Z Date JANUARY 7, 1999 Permission is hereby granted to: RICHARD W CORAZZINI LUPEN DRIVE CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN INDUSTRIAL STORAGE AND MAINTENANCE BUILDING AS APPLIED FOR. at premises located at 6245 COX LA CUTCHOGUE County Tax Map No. 473889 Section 084 Block 0001 Lot No. 026 . 002 pursuant to application dated DECEMBER 21 1998 and approved by the Building Inspector. Fee $ 433 . 80 1 Ail tho ized Signature ORIGINAL Rev. 2/19/98 Form No. 6 'j Gni TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the buildin inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3. Approval of 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 buildi 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 a- '.'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 a consent to inspect signed by the applican 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 Buildina - $100.00 3. Copy of Certificate of Occupancy - _ -25C. 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 /a Building. . . . . . . . . . . . . . . . . Location of Property. . . . . . . . . . . . . . . . . .. . . . . . . . : ��X..4 f�(ve . . . . . . . . .`-.l. . . . . GS . .. . . . . . House No. Street Hamlet Onwer or Owners of Property. . :Y1l !45�. . . 0 �;�2 ?Zl ?.%. . . . . . • • • • . . . . . . . . . . . . • • • • • . of County Tax Map No 1000, Section. .y.� ��£.��. . .Block. . . . �'.�'� . . . . . . .Lot. . . ... . . . . .. . • • • . Subdivision. . . . .ii . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No. . 11 . 1 .1 9 . . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certg ate. . . . . . . . . . . Fee Submitted: $. ... . . . . . . � ... . . . . .J' . . . . . . . . . . . . . . . . . . . . APPLI ANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001381 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date APRIL 15,1999 Application No. on file 18019999/99 N 485808 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premise. CORAZZINI ASPHALT INC. , COX LANE, CUTCHOGUE, NY in the following location; ❑ Basement ❑ 1st Fl. ❑ 2nd Fl. GAR Section Block Lot was examined on APRIL 09,1999 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST I OUTLETS INCANDESCENTI FLUORESCENT OTHER AMT, I K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET SYSTEMS DIMME AMT. K.W. OIL M.P. GAS H.P. AMT, NO, A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. Y SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.6. AMT. AMP. TYPE EQUIP. 1 0 4W 1 0 3W 3 0 3W 3 0 4W PER 0 OF CC.COND. NO.OF HI•LEG OF HI•LEG NO.OF NEUTRALS OF NEU OTHER APPARATUS: INSTALL 20OA-30 SUB PANEL IN GARAGE-1 PANELBOARDS: 1-2 CIR. 200 G.F.C.I:-1 PUMILLO ELECTRIC LIC.#2300E L L P.O.BOX 323 DY PUMILLO LAUREL, NY, 11948 GENERAL MANAGER 11 /y._1 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credent BUILDING PERMIT REVIEW CHECK LIsT Application Name: ��(ti��2 Z �� 1 C%N 11'191) Architect/Engineer: nc4ev 6%�%L D I&Js Date Submitted: SCTM #: District: 1,000 Section: Tq Block: Lot: �� Z Subdivision Name: Req. Req. c Zoning District: [Lot size: 5 �� Actual: �t�NliiUt��] [Lot coverage 'v Pro[ior��' J�"/ Req. Req. Req. [Front Yard Proposed: ] [Side Yard Proposed ] [Rear Yard Proposed: ] Project Description: th&LD+U �u ► �- �^' 1 �C x -C� AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: x Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: 2- 373 ,AL <e- --f t�ru�g� -i-T,37 0:3 59" �� } PLANNING BOARD MEMBERS Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. o.Z. Gy� Southold, Box 1179 Chairman old, New York 11971 WILLIAM J.CREMERS4 Z Fax (516) 765-3136 KENNETH L.EDWARDS Dy • Telephone (516) 765-1938 GEORGE RITCHIE LATHAM,JR. O RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 7, 1998 Richard W. Corazzini, Jr. 100 Lupen Rd. Cutchogue, NY 11935 Re: Proposed site plan for Richard W. Corazzini SCTM# 1000-84-1-26.2 Dear Mr. Corazzini: The following resolution was adopted by the Southold Town Planning Board at a r meeting held on Monday, April 6, 1998: BE IT RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated January 7, 1998. Conditional final approval was granted on March 16, 1998. All conditions have been fulfilled. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Building Dept. Tax Assessors 765. 502 BUILDING DEPT. ANSPECTION FOUNDATION[ 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIMNEY REMARKS: DATE 31 1 INSPECTOR 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ 1-f-FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M� *..4 \J. Ut1DATI0N ( 1st) C r- cn� ►UNDATION ( 2nd ) z o )UGH FRAME & -PLUMBING ' 'r to H 5D [=J USULATION PER N . Y. STATE ENERGY CODEzlea'66 x '� r. i FINAL ry: Z , tq ADD TIONAL COMMENTS : x H O Z . A T R "ArIL mIU. A .1 0"10 VW K L."a � I TOWN OF SOUTHOLD SURVEY DEC Z II998 BUILDING DEPARTMENT CHECK . .. . . . . .. . . . . . . .... . ' I f TOWN HALL SEPTIC FORM .. . .. . .. . .... . . . . . . BLDG.DEPT. SOUTHOLD, N.Y. 11971 TOWN OF SOUTHOLD TEL: 765-1802 NOTIFY: Ehramined... ... ]: .. q 9 CALL . . . .. . . .. . . ... .. .. , 19 MAIL TO: Approved.....(O........, 19..1.1 Permit No. 1J �i.�. ................................. Disapproved a/c ............................. ................................... .......................................... .... ...... ... .. .... ..... . � Building Inspector) . AP KATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . . . . 119. . . . INSTRUCTIONS a. 'this application must be completely filled in by typewriter or in irk and submitted to the BuildinItor wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. g nspec b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEFEBY MAIL 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 reWval or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinance Assary ding code, ing code, and regulations, and to admit authorized inspectors on premises an in building rr , .(Signature•of.appl• ., or.name,•if a corporation) .............................. . . • (Hailingaddressof applicant) . State whether applicant is owner, lessee, agent, architectineer, general contractor, electrician, plumber or builder .................................. ..� .... .. .. .. . . .. . ... ................................... Name of owner of premises ....... .. �. . ...�........ .. . .�z"�/ .�.............. (as on the tax roll or latest deed) ... . If applicKtitle co signature of duly authorized officer. ......... .. ............................... (Name andf rate officer) Builders License ND. ......................... Plumbers License No. ......................... Electricians License ND. ..................... Other Trade's License ND. .................... Ir 1. Location of lad an which proposed work will be done....2 7� 6->k Lc.. ................... ............................... NeuseNuubei......................s G.. ...................................1�e�:: Q ................. Coonty Tax Map No. 1000 Section ............. .. Block ..... ., :zlot ................ Subdivision .......(Name)Name.......................... Filed Map No. ............... Lot ( ............... 2. State existing use and occupancy of premises and 'untended use and occupancy of proposed construction: a. Existing use and occupancy ................... Intended use and occupancy ................. •...... ...................................... b. Inte 7�- ............................. 3. Nature of work (check which applicable): New Building Addition "k..•• ..... Alteration Repair ............ ..... )Removal ............. Demolition Other Work 4. Estimated Cost ....0 �? .. ...(Description) fee (to bepa•id on filing this application) 5. IE dwelling. number of dwelling units ............ umber of dwelling units on each floor If ................ garb, norther of ci+ra ...................................... 6- If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if eery: Front........ Height ................... ........ Rear ............... Depth ................. •- Number of Stories Dimensions of ...................... same structure with alterations or additions: Front ........... Depth .................... Height Rear ........... Number of Stories ............... Dimensions of entire new construction: Front ................ Rear ............... Dep Height ..... Depth .............. .................... Number of Stories ..................... 9. Size of lot: Front .................... Rear .................... Depth ..............:..... 10. Date of Purchase ..................... Name of Former Owner ........................................ 11. Zone or use district in which premises are situated ...................... 12. Does ..................................... construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded .................... Will excess fill be removed from premises: YES fA 14. Names of Owner of premises ........................... Address ............................... Nae of Architect .................................... Address .............................. Name of Contractor ................................... No. .............. Address Phone ` . ............... 15. Is this Property within 300 feet of a tidal wetland? * YES ,.,•••,,,, Blom No. *IF YES, SOIIIHOED Mal IMSIM PMMT HAY EE RMQUIRED, PA .......... ......••••• PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property linea. Give street and block number or description according to ether interior or corner lot. deed, and show street names and indicate *h BARBARA ANN RUDDER Notary Public,Stet&of New York No.4865805 Oualdled In Suffolk Countt� COmmisslonExpires April 14, WCD UNI OE Nld UNIaF .. ss �Ck&-VC,j- a �Yes,� —✓ .......................... Y ....bei cul are of individual signing contract) y Worn' pones and says that he is the applicant Ne named, is the ...PYP S 1 (Contractor, agent, corporate officer, etc.) ......... said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this rlication; that all statements contained in this application are true to the best of his knowledge and belief.; aril it the work will be performed in the manner set forth in the application filed therewith. irn to before me this .....day of1....19.92.... ............ otary Public .. ... .... .. .......... (Signature Applicant) OFFICE: CUTCHOGUE. NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS APPROVED AS NOTED 28-0549 DATE: 1_(ff.Ol B.P.N FEE: 1Y 3. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S R U BY: '° f,� NOTIFY BUILDING DEPARTMENT AT COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 FOLLO 02 B AM TO 4 PM F011 THE 'O FOLLOWING INSPECTIONS: U � POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN 1. FOFORR PPOUROURED - TWO REQUIRED • I ED CONCRETE FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND DISTANT TOR 2. ROUGH • FRAMING h PLUMBING3. INSULATION �+or 4. FINAL - CONSTRUCTION MUST Q� n SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. I BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND I THE REQUIREMENTS OF THE N.Y. O m STATE CONSTRUCTION S ENERGY READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR _ CODES. NOT RESPONSIBLE FOR V z SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN I DESIGN OR CONSTRUCTION ERRORS w 0 OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE PROPOSED IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. 42'x14'x60' DISTANT TO R MORTON W SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 20' BUILDING OCCUPANCY OR T T MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER Z ARSENATE TYPE 111, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION - USE IS UNLAWFUL U WITHOUT CERTIFICATE z C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. OF OCCUPANCY FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. ALL COtJSIRLICO N SHALL Q WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR . R ConIFDaM TD ALL PLANNI'N LA UNDERWRITERS CERTIFICATE = e. REQUIRED BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) 200' TOR ?JDARD CONDVt1O{4S 19110 (s) rc ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS Sitr✓ CLAN APPRDVALS _ Q 0 —1m O 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 WITHW N c5i I I CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. o SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 PLOT PLAN 0 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS U NOM. 1 MIL THICK ON EXTERIOR- _ ROOFING PANELS (FLUOROFLEX 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN 5' 20' '� x SCALE: ' o 2. ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT 75'701 40' m O WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. TIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL z ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1991 NDS 0 ROOFING OR SIDING PANELS. SIZE DESCRIPTION BENDING VALUE Fb w USE GROUP C-4.2 2"x4" NO.1&2 SPF 1313 PSI J N GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 CONSTRUCTION TYPE 5E3 2"x4" 2100f MSR SPF 2100 PSI J o LIVE ROOF LOAD DESIGN 30 PSF2'x6" NO.1&2 SPF 1138 PSI o FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. WIND LOAD 80 MPH 2"x6" NO. 1 SYP 1650 PSI 2"x8" NO. 1 SYP 1500 PSI ADDITIONAL NOTES FLOOR AREA 2520 SO. FT. 2"x70" NO, 1 SYP 1300 PSI FLOOR LOAD 125 PSF 2"x72" NO. 1 SYP 1250 PSI 1,) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART ALL 1950f MSR SYP 1950 PSI 1 2"x16" LAMINATED VENEER LUMBER 2800 PSI DRAWN BY: TIM H. 839 OF THESE DRAWINGS. 3 12"x15" GLU-LAM 1650 PSI DATE: I (/30/98 51/4 1 4•x161 2" GLU-LAM 2400 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 151 4•x19 1/2- 1 GLU-LAM 1 2400 PSI CHECKED BY: M.M. NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE: BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY REVISED DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR SHEET INDEX THIS BUILDING WAS PREPARED BY ME OR UNDER MY yM1ri'"iO11pd'ae°aa JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. DIRECT SUPERVISION AND T AM A DULY EG TERED S�QOF NEH'Y r4O T DESCRIPTION PROFESSIONAL ENGINEER. 5$NYAr �pL sG OP�y 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 5 SPECIFICATIONS, SHEET INDEX, I g* •2' '-�• * = p p. RONALD L. SUTTON, P.E. eC •d ' Z. 5000 IS A TRADEMARK OF AUSIMONT, USA. BL PLOT PLAN s MICHAEL L. Mc MILK P.E. I y�^y�• •,� S(IA9• • S� li 5 COLUMN PLAN DATE: REG. // :� C52x4FK z-96 5 ELEVATIONS 5 SECTIONS 5 OF 5 TRUSS DRAWING SCALE: A5 NOTED SHEET NO. OF 5 OFFICE: _ CUTCHOGUE. NY JOB NO. 5A9 v1 U 1 a d N w p Ow m z z L7 0 x a I 0 0 0 1 1 T U T-4 1/2" T-6' T-6' T-6" T-67-6T-6T-4 1/2C7 ' ' " " " z A ,' 0" VENTED SIDEWALL OVERHANGS GS - i — � 2'-0" NON-VENTED ENDWALL OVERHANGS T �� 0 Q _ — A — o �- 34'-10 1/2' a - m 34'-10 1/2' N V ` 1 ol27'-10 1/2" - T I II 0 20'-10 1/2' --I— — 20'-10 1/2' V o o cn ci I � a 13'-10 1/2" — — n ,3'-10 1/2' z 6'-10 1/2' - n 6'-10 1/2" 1 4 6 4 COLUMN PLAN LEGEND o ❑ -3-2"x6" LAMINATED COLUMN LOCATIONS e 22"0 O' # OO * O' 22"g ■ -HEADERED TRUSS LOCATIONS D'-D" ■ ■ 0.-0. 0 -(i)-3068 9100 9-LITE WALKDOOR W/CLOSER 1% -(2)-4030 9-LITE SLIDING WINDOWS B g B -(3)-12'x12' OVERHEAD DOOR OPENINGS W/4" JAMB DRAWN BY: TIM H. 839 PROTECTORS DATE: 11/30/98 4 4 4 -(1)-3'-6"x3'-6" CUPOLA W/THROAT CLOSURE CHECKED BY: # -(6)-3065 SKYLIGHTS 7'-6 3/4' 12'-0' -3 3/4 72'-0" '-3 3/4 12'-0" 7'-6 3/4" -OVERHEAD DOOR HEADER CONTINUOUS THRU THIS BAY DATE: 22"4-22" DIAMETER FOOTINGS WILL HAVE 9" THICK READ[-MIX PAD PLACE REVISED DATE: (3)50# BAGS OF SACKRETE PRE-MIXED W/ REVISED DATE: ` •a WATER AROUND COLUMNS WHEN SETTING. \ ROUGH OPENING SCHEDULE REVISED DATE: 0 o REVISED DATE: -r T UNIT SYMBOL SCJ FROM LEGEND WIDTH HEIGHT D 1 37-3/4" 1 80-3/4" zs 47-3/8' 33-5/8 COLUMN PLAN ,,W; ��0 > 0 4e 2 B 1'•a,,,y ssloNP�'��„>vyO�c I SCALE: noun��emh°` 14' 16' SCALE: SHEET NO. 2 OF 5 .�SyS'7 i OFFICE: CUTCHOGUE. NY JOB NO. 12 125-0549 4� T#16 GABLE TRIM � o U a I M HI-RIB STEEL N T#'21 CORNER TRIM _— M T#167 TRANSITION TRIM O m HI-RIB STEEL WAINSCOT T#21 CORNER TRIM m T#167 BASE TRIM Z 2 WEST ELEVATION C� W z L q� T}'16 GABLE TRIM U C.7 z HI-RIB STEEL T-21 CORNER TRIM ®® ®® T#167 TRANSITION TRIM p HI-RIB STEEL WAINSCOT z = o T#21 CORNER TRIM T//167 BASE TRIM N U EAST ELEVATION �= J z K 0 Q 0 3'6"x3'6" CUPOLA X O VENT-A-RIDGE Q z W w 5" O.G. GUTTERS J a HI-RIB STEEL Q o T-21 CORNER TRIM T'#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM DRAWN BY: TIM H. 839 Tn167 BASE TRIM DATE: 11/30/58 CHECKED BY: F NORTH ELEVATION DATE: 3'6"x3'6" CUPOLA REVISED DATE: VENT-A-RIDGE REVISED DATE: REVISED DATE: REVISED DATE: O 5" O.G. GUTTERS •2 G� P6c HI-RIB STEEL 0 T#'21 CORNER TRIM a . 2 1r 16§QA9 �e T#167 TRANSITION TRIM mieNi�ao�`x� ®� HI-RIB STEEL WAINSCOT Ty21 CORNER TRIM T#167 BASE TRIM SCALE: SOUTH ELEVATION SCALE: 2 3 SHEET NO. 7, 74' 16 3 OF .9 C �r�s� OFFICE: CUTCHOGUE NY JOB NO. 128-0549 � N L� a r m N ^ wy 1...✓✓ M L.L. z / 1'5 Z 2/ W O FF-2000 HI-RIB STEEL 2"x4" PURLINS @ 24" D.C. (NO. 2 SPF) Q� W 2"x4" BEV. PURLIN J FILLER STRIP U 2"x6" BEV. FASCIA u z 5' O.G. GUTTERS ki T#144 & 146 FASCIA TRI M� 42' S.C. TRUSS= J SOFFIT -- HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & _ (8) 20d R.S. NAILS (2) 1/2"x5 1/2" M. BOLTS 2"x6" OVERHANG NAILER T Q � �v HI-RIB STEEL (KYNAR) - 0 Z i--- �_ V �UW � 3-2"x6" LAMINATED COLUMN (3) ROWS 2"x4" NAILERS ~_ Z 2100f MSR SPF 42' S.C. TRUSS of (3) 2"x6" STUB COLUMN - O L7 0 14'-0" GRADE TO HEEL (N) 1 x10" HEADERS d (NO 1 SYP) HEADER NAILING SCHEDULE o T#167 TRANSITION TRIM (3) 2"x12" HEADERS (NO 1 SYP) HEADER STUB JAMB 2"x6" NOTCHED NAILER MEMBER COLUMN COLUMN xo L� m HI-RIB STEEL WAINSCOT (KYNAR) EA 2••x12•• 7 8 2"x6" BLOCK �� C 7/16" OSB PROTECTIVE LINER T# 124 EA. 2"x10" 4 4 W a_ T#167 BASE TRIM T# 129—�.� 0 H.D. Q 2"x2" BLOCK ALUMASEAL NOTES: c7 (1) ROW 2"x8" TREATED SPLASHBOARD Z # I i. NUMBERS ABOVE ARE 20d R.S. NAILS Q 2 T 151 v 4" CONCRETE FLOOR (BY OWNER) T# 154 T# 152 REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED w ° •'x3" JAMB (BEYOND) TO PREVENT SPLITTING. 2J N 3. IF NUMBER NAILS REQUIRED FOR JA a - ` -'•' ' HEADER TO JAMB COLUMN CONNECTION FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE (3) 2"x6" JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING.THE EXCESS NAILS Q (BY OWNER) 2"x6" BLOCK (BEYOND) N HEADER SUPPORT BLOCKING. INSTALLED BLOCKING. =NOTESFLOOR NOTES1.) 3500 PSI, G MIX CONCRETE.2.) REINFORCI0x10 WWM.O" 3.) SLOPE GRFROM THE BUILDING DRAWN BY: TIM H. 539 0 2% MINA DISTANCE OF 5.4.) 6 Mil POE VAPOR RETARDER PLACED DATE: 11/30/55 4" BELOWOM OF THE CONCRETE FLOOR. CHECKED BY: 46M BASE ANCHORS 8" THICK READI-MIX PAD. PLACE 5ECTION 5-5 DATE: WATER AROUND 5CA 1 OF WHEN SETTING.SACKRETE PRE—MIXED / REVISED DATE: SCALE: I'-P-C' REVISED DATE: NOTE: 20"0 CORNER AND ENDWALL COLUMNS WILL REVISED DATE: HAVE 15" DIA. HOLES W/8" THICK READ[- REVISED DATE: MIX PADS PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. „y�yyF N �ON SECTION A-A ay^P• o L. Pte. SCALE: 1/2'=1'-0' 80 M.P.H. WIND LOAD 0 ��SSICMN'x+yC �°�Teeo�t0�n�n�1x SCALE: AS NOTED SHEET NO. 4 OF 5 aryr r-CUTCHOGUE. NY JOB N0. 12&-0549 N ao a Q= I n N rn w p r� M OK M Z 11 Z TRUSS SPACING 7'-6" O.C. o LIVE LOAD 30 PSF DEAD LOAD 4 PSF Z a. CEILING LOAD — PSF TOTAL LOAD 34 PSF 1 r 1 10x15 PL. 1 1 Z 6'rp` z L� i _ 7,3',3- 11 x1 5 318-11x15 PL. .:• ({� w Q Q� r C, _ 7 8'3" WEB #1 #2 12 Z 0 f� 2"x4" WEB in STIFFENER 4 WEB #2 3x5 L. 1 . 1 2, 16x9 PL. 18 GA. WEB #3 k7p„ o 13x8 PL. 18 GA. O = F 16x10 PL. WEB #4 18 GA. 11x11 PL. •;F 9x9 PL. H.B. Q ;;;::: ..: ....... e: .....a ... 2x4 15-1 ..... ..... •• :::::�:::: :": L .OWER CH 2'•x6.. :: ............. Z m L7 Le, O CAMBER AT 5'0-1/4" 12'2-13/16" CENTERLINE 1-1/4" 20 _ '10-1/2" 0 TRUSS DESIGN SPECIFICATION: LTJ Of ur Truss has been b designed computer using42' LL S.C. TRUSS a Plane Structure Analyser IAW current standards Purdue and specifications of recognized engineering principles. E' 112 =I�-a Q o Output data will be provided upon request. LUMBER SPECIFICATION (1991 NDS for Wood Construction): Lower Chord -- 1950f — 1.5E MSR Southern Pine I Top Chord -- 1950f — 1.5E MSR Southern Pine Top Chord --- No. 1 K.D. — 19 Southern Pine 839 Web Members -- No. 1 K.D. — 19 Southern Pine DRAWN BY: -nM H. DATE: I I/30l9898 TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): ASTM A-446, Grade A 20 Go. and 18 Go. where noted, CHECKED BY: galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. REVISED DATE: RAFTER LENGTH 22'0-1/16" REVISED DATE: Webs are 2x4's RREVISED DATE: EVISED DATE: r, =r O O, i I SCALE: U2•=I'-0' SHEET NO. 5 OF 5 OFFICE: CUTCHOGUE. NY APPROVE A3xAOro OB N0. MORTON BUILDINGS GENERAL SPECIFICATIONS DAV.��.RB 25 s71280549 FEE: +- 3, �O Eij. 'c 9'P,J- NOTIFY BUILDING DEPARTMENT AT LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S FL' 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 1 FOUNDATION - TWO REQUIRED o FOR POURED CONCRETE c y. POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN 2. ROUGH - FRAMING & PLUMBING I DISTANT TO FL 3. INSULATION FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. w rn SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ALL CONSTRUCTION SHALL MEET on THE REQUIREMENTS OF THE N.V. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND STATE CONSTRUCTION & ENERGY CODES NOT RESPONSIBLE FOR ® m READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR DESIGN OR CONSTRUCTION ERRORS f-1,0 m V z SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN I Z OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE l LLJ S E,1- PROPOSED L7 a L IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED A7 8" INTERVALS. 42'x14'x6O' DISTANT TO MORTON T . T SPLASHBOARDS - SPLASHBOARDS ARE N0. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 20' BUILDING 1 1 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 I OCCUPANCY OR d c� C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. USE IS U��Ll�4RTFUL . T WITHOUT CERTIFICATE FRAMING LUMBER - SIDE HAILERS ARE 2"x4" 54S OR 2"x6" SPF N0.2 OR BETTER SPACED APPROXIMATELY 30" O.C. _ ALL CDNS'(RUG'(ION SHALL WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" 545 NO. 2 OR � CDNfDRM to ALL PLeNNIUG OF OCCUPANCY = BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) [3OARfl COIJOITIGNS ANO ,_ 200' TO R q UNDERWRITERS CERTIFICATE ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS 51ts PLAN AQPRev�Ls , REQUIRED Q w o Q� REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED I z 0 UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH IV U V CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. LF_L.I Z SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 O o GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS PLOT PLAN NOM. 1 MIL THICK ON EXTERIOR. 0 ROOFING PANELS (FLUOROFLEX 2000 TM)) -0019" MIN., AZ55 GALVALUME NTH AN 5' 20' ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT SCALE: FR9 x0 2.5 10' 40' �..� m WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. p E Ij TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS BUILDING I III D I N /� D C C`I G'N CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1991 NDS = ROOFING OR SIDING PANELS. USE GROUP V LJ G-4.2 SIZE DESCRIPTION BENDING VALUE Fb W W 2"x4" NO.1&2 SPF 1313 PSI GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 CONSTRUCTION TYPE 5B 2"x4" 2100f MSR SPF 2100 PSI �J m FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. LIVE ROOF LOAD DESIGN 30 PSF 2"x6" NO.1&2 SPF 1138 PSI Q o WIND LOAD 80 MPH 2"x6" NO. 1 SYP 1650 PSI 2"x8" NO. 1 SYP 1500 PSI ADDITIONAL NOTES FLOOR AREA 2520 SQ. FT. 2"x10" NO. 1 SYP 1300 PSI 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART FLOOR LOAD 125 PSF 2"x12" NO. 1 SYP 1250 PSIALL 1950f MSR SYP 1950 PSI 1 12"x16" LAMINATED VENEER LUMBER 2800 PSI DRAWN BY: TIM H. 839 OF THESE DRAWINGS 3 1 2x15" GLU-LAM 1650 PSI DATE: I (/30/98 " GLU-LAM 2400 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 51 4"x161 251 4"x191 2" 1 GLU-LAM 2400 PSI CHECKED BY: M.M. BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. REVISED DATE: REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC SHEET INDEX I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. THIS BUILDING WAS PREPARED BY ME OR UNDER MY SHEET # DESCRIPTION ylof-ifo'x,W DIRECT SUPERVISION AND T AM A DULY EG TERED �FiOF NEWI'�Q'6 PROFESSIONAL ENGINEER. 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 1 OF 5 SPECIFICATIONS, SHEET INDEX, I �Y 3i 2 5000 IS A TRADEMARK OF AUSIMON T, USA. 8C PLOT PLAN RONALD L. SUTTON, P.E. 2. E MICHAEL L. Mc MICK P.E. °� S 2 OF 5 COLUMN PLAN DATE:I2 - I1 ^� REG. // : S � � I �F ;57IN C52x4FK 2-96 3 OF 5 ELEVATIONS 4 OF 5 SECTIONS m1 5 OF 5 TRUSS DRAWING SCALE: A5 NOTED SHEET NO. I OF 5 OFFICE: CUTCHOGUE. NY JOB N0. 128-0549 . o • I N ^ w m OW m e2 Z •1 O Z I L. j q 0 V-41/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-41/2" z I J — A � 1'-0" VENTED SIDEWALL OVERHANGS a / 2'-0" NON-VENTED ENDWALL OVERHANGS = _ Oi = o _ �34'-10 1/2" — e N V V 34'-70 1/2" o I Q I o w � 27'-10 1/2" T 27'-10 1/2" O E 20'-10 1/2" - —f- +- - 20'-10 1/2" c o m Nci LAJ a 13'-101/2" — —+— — 15-101/2' O Z Q N i I I w 6'-10 1/2" r 6'-10 1/2" J B B B COLUMN PLAN LEGEND Q o o ❑ -3-2"x6" LAMINATED COLUMN LOCATIONS ,0 22"0 OO # O' # ( ■ -HEADERED TRUSS LOCATIONS 22 0 Qi -(1)-3068 9100 9-LITE WALKDOOR W/CLOSER — — — — — — Q -(2)-4030 9-LITE SLIDING WINDOWS -(3)-12'xi2' OVERHEAD DOOR OPENINGS W/4" JAMB DRAWN BY: TIM H. 839 B B B PROTECTORS 4 4 4 DATE: 11/30/98 -(1)-3'-6"x3'-6" CUPOLA W/THROAT CLOSURE # -(6)-3065 SKYLIGHTS CHECKED BY: 7'-6 3/4" 12'-0" '-3 3/4' 12'-0" '-3 3/4" 12'-0" 7'-6 3/4" -OVERHEAD DOOR HEADER CONTINUOUS THRU THIS BAY DATE: 22"4-22" DIAMETER FOOTINGS WILL HAVE REVISED DATE: 9" THICK READI-MIX PAD PLACE (3)50// BAGS OF SACKRETE PRE-MIXED W/ REVISED DATE: o M n \ \ \ \ WATER AROUND COLUMNS WHEN SETTING. REVISED DATE: ROUGH OPENING SCHEDULE 0) UNIT SYMBOL REVISED DATE: FROM LEGEND WIDTH HEIGHT O 37-344" 1 80-3/4'3 Q 47-3/8' 33-5/8" COLUMN PLAN �` I O"�Y I • O W '' 5"^.9• '��.� • R SCALE: 2 8 1 4' 6` SCALE: SHEET NO. 2 OF 5 OFFICE: CUTCHOGUE. NY JOB NO. 12 128-0549 4� 7//16 GABLE TRIM � o Ua /••� • I HI-RIB STEEL N Tg21 CORNER TRIM .�m o T#167 TRANSITION TRIM w HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T//167 BASE TRIM I 1\ z w WEST ELEVATION Z W 12 W 4 Ty16 GABLE TRIM Z U C' z Z J _ - HI-RIB STEEL -- T$21 CORNER TRIM VJ ® ® Q �`*7 TRANSITION TRIM HI-RI _ (9 HI-RIB STEEL WAINSCOT V '— T$21 CORNER TRIM z T//167 BASE TRIM ^1 U EAST ELEVATION �L-Li / Z O / , Z ° 30'-0" 30'-0" / Qy� �J 0 3'6"x3'6" CUPOLA /Z/ ^ x EN RIDGE V m W a 0 r, z e-n N 5" O.G. GUTTERS 1 . 1 w J a HI-RIB STEEL Q Tp21 CORNER TRIM � T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT -114 Ty21 CORNER TRIM DRAWN BY: TIM H. 839 T#167 BASE TRIM DATE: 11/30/98 CHECKED BY: NORTH ELEVATION DATE: 3'6"x3'6" CUPOLA REVISED DATE: VENT-A-RIDGE REVISED DATE: REVISED DATE: REVISED DATE: ae+'�PE"O s 5" O.G. GUTTERS4 " 4 ` O HI-RIB STEEL0c T#21 CORNER TRIM ��'• 2 ® T,y167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#'167 BASE TRIM SOUTH ELEVATION 2' 8' SCALE: ,/8•_, -0 SCALE: SHEET NO. 1 4• 16' 3 OF 5 OFFICE: CUTCHOGUE, NY JOB NO. 128-0549 C3 o a M N Ii M OW D! j 5 Z V Z FF-2000 HI-RIB STEEL V a 2"x4" PURLINS 0 24" O.C. (NO. 2 SPF) 2"x4" BEV. PURLIN �, W FILLER STRIP 2"x6" BEV. FASCIA 5" O.G. GUTTERS � z T#144 & 146 FASCIA TRIMS — 7- 42" S.C. TRUSS SOFFIT -- - OFFICE: CUTCHOGUE. NY JOB NO. 128-0549 0 U ; CL: � N wOl M OW m j TRUSS SPACING 7'-6" O.C. `r, z LIVE LOAD 30 PSF w DEAD LOAD 4 PSF o CEILING LOAD – PSF Z a TOTAL LOAD 34 PSF 10x15 PL. 1 1 1 1 6707/4.. U �� z Z- ?C J 1367/2„ 11x15 PL. 8,3„ I WEB #1 2"x4" WEB 12 z v F— STIFFENER 4 N U U WEB #2 3x5 PL. WEB #3 2°a70„ 16x9 PL. 18 GA. I I d 13x8 PL. 18 GA. ~— Z 16x10 PL WEB #4 O Z 18 GA. r 0 11x11 PL. V •: °•:' 9x9 PL H B ..... ..°.. ...,. .... ... ,...... . . 2 x4 ;EieSSE ::°e e: .... .... LOWER CH ,.. ... 2..x6,. .:: ..°°...°..... x _� m 50-14 CAMBER AT — ' " CENTERLINE 1-1/4" / 12'2-13/16" v7 d 20'10-1/2" c� USS DESIGN SPECIFICATION: _ Truss has been designed by computer using the Purdue 1 . 1 Plane Structure Analyzer IAW current standards and 42' LL 5. C. TRU55 —J Of a specifications of recognized engineering principles w SCALE: I/2'=I'-O' —J w Output data will be provided upon request. o 0 LUMBER SPECIFICATION (1991 NDS for Wood Construction): Lower Chord -- 1950f – 1.5E MSR Southern Pine Top Chord -- 1950f – 1.5E MSR Southern Pine Top Chord --- No. 1 K.D. – 19 Southern Pine Web Members -- No. 1 K.D. – 19 Southern Pine DRAWN BY: TIM H. 839 TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): DATE: I (/30/98 ASTM A-446, Grade A 20 Go. and 18 Go. where noted, galvanized steel Morton truss plates identified by a CHECKED BY: hexagon stamped every 1-1/4" along the center of the plate. DATE: RAFTER LENGTH 22'0-1/16" REVISED DATE: Webs are 2x4's REVISED DATE: REVISED DATE: REVISED DATE: �m nmu ��EO NE ?r O Q 3a . .16 sr7 '• uF �\ rSl a � SCALE: uv-I'-O' SHEET NO. 5 of 5