Loading...
HomeMy WebLinkAbout26680-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28204 Date: 02/08/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 580 REEVE RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 100 Block 3 Lot 15.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 14, 2000 pursuant to which Building Permit No. 26680-Z dated JULY 26, 2000 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 PATRICIA EGAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PENDING 01/25/02 PLUMBERS CERTIFICATION DATED N/A /Xhor/ed Signature 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. 26680 Z Date JULY 26, 2000 Permission is hereby granted to: PATRICIA EGAN PO BOX 810 MATTITUCK,NY 11952 for NEW CONSTRUCTION OF AN ACCESSORY BUILDING 42 ' X 60 ' AS APPLIED FOR at premises located at 580 REEVE RD MATTITUCK County Tax Map No. 473889 Section 100 Block 0003 Lot No. 015 . 003 pursuant to application dated JUNE 14, 2000 and approved by the Building Inspector. Fee $ 439 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 Form No.6 4 z I TOWN OF SOUTHOLD •—= =_ _,... BUILDING DEPARTMENT TOWN HALL 7 ! 765-1802 —*PPHGkTI N 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 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 a 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. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $5,0.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. O"L-C'(- o — New Construction: Old or Pre-existing Building: (chec1kl one) Location of Property: ��Q House No. Street Hamlet Owner or Owners of Property: CVA-r`k C"C%'- oj"� q Suffolk County Tax Map No 1000, Section Block C',C-,C) Lot C*) i . Subdivision Filed Map, Lot: Permit No. A Cr g U Date of Permit. © -- ;Z _LD Applicant: Q4 r i C-1 0"- r'1 Health Dept.Approval: Underwriters Approval:. Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Sub tted: $ (.") C., (Q p��b Applicant Signa*e TME NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001299 BUREAU OF ELECTRICITY 40 FULTQN$TREET, NEW YORK, NY 10038 Date FEBRUARY 01,2002 Application No. on file 11264700/00 N 584255 THI$ CERTIFGI.F$ THAT only the eleFtrieal equipment as described below and introduced by the applicant named on the above application number is in the premises of JAMS TYLER, 580 REEVE ROAD, MATTITUCK, 14Y in the following location; Q Basement ❑ Ist Fl. ❑ 2nd Fl. GAR/OUT Section Block Lot was examined on JANUARY 2 5,2002 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. M.►. 22 12 11 3 19 PRYER$ FUgNAf; MQTQRS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS gEll UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. H.P. AMT. NO. A.W.G• AMT. AMP. AMT. AMPS. TRANS. AMT. M.P. NO.OF FEET AMT. WATTS 1 F 3 40 SERVICE DISCONNECT NO.Of S E R V I C E AMT. AM►. TYPE E ETES 10$YII 1/7W S ?W J IW NO.OF CC COND. A.W.G. NO.OF MI-LEG A'W'G' NO.OF NEIIFRAIS AWG G. QUIP• PER a OF CC.CONo. OF HI-LEG OF NEIRRAL 1 200 CB 1 1 1 3/0 1 3s0 OTHER APPARATUS: G.F.C.I:-1 60 au'40 C-CAT CO./DAVE CHESHIRE ELECTR LIC.#953E L 9280 SOUND AVE GENERAL MANAGER MATTITUCK, NY, 11952 11 Per This cerBNcah mlf{f nqt + in gny manner;return to tho,of ice of the hoard if Incorrect.Inspectors may be Identified by their credentials. CO Y F B I AR ENT. TH15 0 PY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. M-1802 BUILDING DEPT. INSPECTION [ --FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE INSPECTOR�[� � 7W-iao2 suauiNa DE". INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] �NATION [ j FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ;DATE (� � � INSPECTOR FOUNDATION --------- u --- --- ------ II „ FOUNDATION (2ND) _________________ ________ _______________________________________________________9 G u if ROUGH FRAME & IIit I PLUMBING ii n ITI II II �j 4_ --------------- ------------------- INSULATION PER N. Y. STATE ENERGY a ii CODE I --- ii All, S II ll �j if !1 FINAL II ii N r' ____________---------------------------------------- O ---- ------- ------------------------------------------ ADDITIONAL COMMENTS: fi ti rn C? H O z a BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . • BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . . . . . . . . . . . . . . . . . . . . . . . TEL: 765-1802 TRUSTEES . . . . . . . . . . . . .. . . . . . . . . NOTIFY:"7 b_ l O CALL . . . . Examined....; ,? ...... 20.lnr� MAIL TO: - Approved... O: . .Approved... :�S.., Permit No. X g....��.. ................................... Disapproveda/c .................................. ................................... ....................................................... ' .. ...(BuildingInspector) APPLICATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . , 20. . . . INSTRUCTIONS a. This application must. be completely filled in by typewriter or in ink and submitted to the Pluilding Inspector wi 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 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 HEESW MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane 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 buil for ne tions. (Signature. •appl cant, or.name, if a corporation) (Mail' address of_appli��x) W GG3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ...!'i`^.` .1............................................................................................................. Name of owner of premises .l.!.W- ..M...f.4.4.-!........................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nave and title of corporate officer) Builders License No. J...J�.i.�?.�. ..... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... i� A.�� ItI 1. I�oc�t gf l sone proposed work will be done...... A e:.. /7.. .f111 ..44 .. .�. ...1.....................lP.-- t.. .�. AVV ................... �7(;r - JAW... 1 -...... House Number Street Hamlet 16D, II . County Tax Map No. 1000 Section ....t........... Block ...r(J.�?....... Lot . f 5 t.� ..... Subdivision .....:................................ Filed Map No. .ot ............... (Name) 2. State existing use and occupancy of promises an((d untended use and occupancy of proposed construction: a. Existing use and occupancy ..��`:!-:........................................................ b. Intended use and occupancy 4 AIel.0!4................................................................ . .... . ,L,tA I Ulmer worx ...... ' (Description) 4. Estimated Cost .> f ............ fee .............................................. (to be paid on filing this application) 5. If &-e-Iling, raribper of dwelli units ............ Umber of dwelling units on each floor If garage, nxnber of cars ..7................................. - ..... 6. If lxpsiness, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front... ?. ,. Rear .�r , �{ ........ .�! 4 .. Depth .. . Height ................ .. Number of Stories .. ...r� `�, . Dimensi same structure with ale ions or additions: Font .... / Depth ... ......... Height .. • Number of Rear Stor .. ..... ........ 8. Dimensions of entire new construction: Front ...4 Z.. o ies........ Rear ...7 41........ Depth -,r�Q...... lleidht .'M...........))................... NLuber of StoriesA.................. 9. Size of lot: Front ....f.� )).......... Rear ....F. .......... Depth .... . 10. Date of Purchase 11 .� .��7....... Name of Dormer Owner .�� .. ....... . 11. Zone or use district in whidh premises are situated.. ,,,,,,,,,,,„ ,, ,..... ........ ..... . 12. Does proposed construction violate any zoning law, ordinance or regulation: . {rte................. 13. Will lot be regraded 1-N^w!.............. '{.fill excess fill be removed from �pireemi ses: YES 14. Names of Owner of p�remisye-s�t�!{t...fes-440............ Address �. :�w�. .... .. fwo. Name of Architect fi4-1;-!-lw...PWi) ......... Address .. ++ ...... ... Ptrore No. ............. Name of Contractor .���?_'='"•' ...... ... Address ..4 ?��!A.!.....Phone No. 15. is this property within 300 feet of a tidal wetland? * YES .......... *IE YES, SOUIIILD 1l7ldd IRMM-3 pE.E31Tr MAY BE WgHRED. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whetlher interior or corner lot. EE AT- nml-., OI' NW Yo w, SS CUINIY Oil ....................... -• L •A.............being duly sworn, that says d an deposes I y be is the applicant (Name of i►xliv>dual signing contract) above n.rned, Ile is the .....Pa....�... ....... _ _ (Contract agent 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 Ube manner set forth in the application filed therewith. Sworn to before this ...... 5.........clay of ......`20 ...... Notary Public Cs:i .. HELENE D.HORNE Signature of tic '•. Notary Public,State of New York No.4951364 Qualified in Suffolk Count Commission Expires May 22,700 ” 0 U 7 F. 2, 01 � g 0 • t.♦ II •0 0 v _ \ \ ad0 , l od 66£ .77 -O t 6 '\3 \ \X3 gyp •.4 N - S" O 1 �p Vol xo 1 , v� gip, d � r2 .'13 �o U1 \ U�• A;y £Zg r Q. \ 113AOO 1 vW N U1 \ O.ONOO , N O `\ o 3n 30QiS N i ; e o� 1 0350 "e �rM `�'� O U Q 1 O l s Moa p 3 O t0 �\ 69�" SN33aoa y 1n (P cjror& \ jo'1Iq •�oSZae� 1 IT Jil _ l l •'h bums BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: C.L 1-\ Reviewed: C90 Architect/ Date Engineer: M-\ Submitted: SCTM #: District: 1.000 Section: Block: 3 Lot: Project / Subdivision Location: 7�y r o�- t t`i'C \\� ""— Name: Single&separate Required certification: ff Yes/Nod 9 C/ Req. Zoning District [Lot size: Actual:�/ !J ] [Lot coverage Proposed��4d Req. Req. —� Req. le (Front Yard Proposed:� [Side Yard /D Proposed: D [Rear Yard 1 Proposed: Project Description: ,A, AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. v Town Trustees �— Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes: -�Lo oe 2-o v r OFFICE: CUTCHOGUE. N.Y. JOB N0. 128-0578 MORTON BUILDINGS GENERAL SPECIFICATIONS APmum ` 11 �1 DATE: Z o0 S.F.N — LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S45 FEE: O� ft. PLUMBER CERTIFICATION NOTIFY BUILDING DEFAMMENr AT 766-1802 9 AM TO 4 PM F011 THE 0 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 ON LEAD CONTENT BEFORE FOLLrnMNGINSPECTiDNc I CERTIFICATE OF OCCUPANCY 1 FOUNDATION • 11N0 BEdIR1ED POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FOR POURED CONd1ETE SOLDER USED IN !MATER 2. ROUGH • FRAMING & PWAA9IN0 ..o FEDERAL SPECIFICATION TT-W-571J, THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND ON SUPPLYSYSTEM CANNOT 4. FINAL CONSTRUCTION MUST SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. EXCEED 2/10 Of 1% LEAD. BE COMPLETE FOR C.O. O m ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE N.Y. R FOOTING? AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND THE � o STATE CONSTRUCTION b ENERGY READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR CODES. N T RESPONSIBLE FOR U z D R ONSTRUCTION ERRORS o SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN 39628 Z a OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE DO OT PROCEED WITH ,3 MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. 10' FRA ING UNTIL SURVEY 1 . 1 OF FO DATION LOCATION W SPLASHBOARDS - SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 10' HAS eEN APPROVED. Z MATCHED, PRESSURE TREATED TO NET RETENTION OF ,6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER PROPOSED C' 42' BUILDING Z ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION 60, OCCUPANCY R Q C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. ' � > -�- 0 Z FRAMAG LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" USE IS UN LA UL LLJ Y "" WIIH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR $ ITHO EICATE o va a - BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO, 2 OR BETTER. ( SEE SECTION ) ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS oOCCUPANCY0 t2 RE4 'RED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED 0. 3g93g' 1 1 w UNDER [HE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH UNDERWRITERS CERTIFICATE I—j z REQUIRED o CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 " PLUMBING f� GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS ALL PLUMBING WASTE Q o &WATER LINES NEED ` NOM. 1 MIL THICK ON EXTERIOR. SCALE' 1 " = 50' TESTING BEFORE COVERING'S Z xo ROOFING PANELS (FLUOROFLEX 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN 12.5' 50' L.) m SCALE: 77 p ADDITIONAL BAKED—ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT 6.25' 25' 100' If Copper tubing i9 used i . l WI1H A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. fOr water distributing e�N TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL System;Piping shall be z Of types K or l on Q N ON G BLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS UNDERWRITERS CERTIFICATE 1 1 a ROOFING OR SIDING PANELS. REQUIRED __j vi GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 Q SHEET INDEX TYPICAL LUMBER SPECIFICATIONS - 1997 NDS FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. SIZE DESCRIPTION BENDING VALUE Fb SHEET DESCRIPTION 2"x4" NO.1&2 SPF 1313 PSI 2100 PSI ADNOTES 1 OF 5 SPECIFICATIONS RC SHEET INDEX 2'x6' 2100f DITK,'IAL 0.1&2 SPFMSR SF 1138 PSI rbRAWN BY: EDB-869 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 2 OF 5 COLUMN PLAN 2 x6 NO. 1 SYP 1650 PSI DATE: 09/17/1999 2'x8" NO. 1 SYP 1500 PSI OF THESE DRAWINGS. 3 OF 5 ELEVATIONS 2x10 NO. 1 SYP 1300 PSI CHECKED BY: ERIKA 4 OF 5 SECTIONS 2 x12' NO. 1 SYP 1250 PSI 2.i ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED ALL 1950f MSR SYP 1950 PSI DATE: 09/30/1999 5 OF 5 TRUSS DRAWING BC DETAIL 1 1 2'x16" LAMINATED VENEER LUMBER 2800 PSI REVISED DATE: BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 3 1 /2 x1b I GLU-LAM 1650 PSI 51 4"xI61 2" 1 GLU-LAM I2400 PSI REVISED DATE: ASTI✓I E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, 51 4"x191 2" GLU-LAM 2400 PSI REVISED DATE: NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES REVISED DATE: AS RLiiUIRED FOR WALL AND CEILING FINISHES. 4.) MORTOr BUILDINGS GENERAL `i 'ECIFICATI, -,IS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFICyv°"0,VPUWE fti%. JOB DRA..,NGS OR SUPPLEMEN CAL INFORP.o-,TION. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FORM'SOL SGT�9*�SYt 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR THIS BUILDING WAS PREPARED BY ME OR UNDER MY - >$ .0 0. s DIRECT SUPERVISION AND TH AM A DULY E STERED "� K 5000 IS A TRADEMARK OF AUSIMONT, USA. PROFESSIONAL ENGINEER. -�jj11in..e eap5'3'niku^,„,Svm� RONALD L. SUTTON, P.E. CS2x4FK 2-96 MICHAEL L. McCORMICK P.E. , ,� DATE: IQ - 4 -99REG. # : � SCALE: AS NOTED SHEET NO. 1 OF 5 OFFICE: CUTCHOGUE N Y JOB NO. 128-0578 COLUMN PLAN LEGEND �\\ Lj • I �� M o - 3-2"x6" LAMINATED COLUMN LOCATION - - m a - 3-2"x6" LAMINATED COLUMN LOCATION W/ ROUGH OPENING SCHEDULE I 2"x6" COLUMN STIFFENER I 0 - 3068 9100 9-LITE WALKDOOR W/ LOCKSET UNIT SYMBOL m - (2) 12'x12' SINGLE SLIDING WOOD FRAME WIDTH HEIGHT M END DOORS FROM LEGEND Q2 - 12'x12' INSIDE SINGLE SLIDING WOOD 37-3 4" 80-3 4" O w AME END DOOR m QQ - 7'-6"x8' SINGLE SLIDING WOOD FRAME Z SIDE DOOR w 3'-6"x3'-6" CUPOLA W/ "M" WEATHERVANE `/ & THROAT CLOSURE Z - (6) 3065 FULL V4 SKYLIGHTS " p 2 _Z a' Q� W W _Z \ \ \ \ \ \ N Lr \ Z £ry�`1` (Q� tV M d' V1 LF7 a • e_ V z 7'-41/2' T-6' 7'-6' 7_6" 7-6" 7'-6' 7'-41/2' I- i a � A a_ TO 4 1'-0" VENTED SIDEWALL OVERHANGS N b 41 -9" — I— _I_ — �- 2'-0" NON-VENTED ENDWALL OVERHANGS L-i 40'-11/2" --11-- 41 '-9" 0 A __ •i I 4 I I o m I O � B g 34'-10 1/2" Q p I 4 4 Z x C, o 28'-71/2" 42' S.C. TRUSSES � I ^ m 7'-6" O.C. TYPICAL 26'-9" 27'-10 1/2" QIL I •'j I ^ 2 IC _ 4 4 — 20'-10 1/2' 0 4 w a CONTINUOUS 2"x4" LOWER CHORD 15'-0" 1 TRUSS TIES AND 2"x6" DIAGONAL __J p 13'-11/2" 4 END BRACES APPROXIMATELY — o I7'-0" O.C. TYPICAL — 13'-101/2• Q I o i •i B O B I DRAWN BY: EDB-869 4 4 T — 6'-101/2" DATE: 09/17/1999 D 4 CHECKED BY: ERIKA l'-7 1/2 f DATE: 09/30/1999 REVISED DATE: REVISED DATE: D REVISED DATE- 7'-4 1/2' ATE:7•_41/2• 7'-6- 7'-6- 7'-6,. 7'-81/4' T-11/2" T-81/4• 7_41/2• W y"uo o a o m � /.P�, •Q L.S • �9 GJ�,*e r.r z COLUMN PLAN Ia {hP4p•Y>JPN.flArn, oda 10 - 4 - 97 =OF � 66 �so OFFICE: CUTCHOGUE. N.Y. JOB NO. 30'-0" 128-0578 3'6"x3'6" CUPOLA � N VENT-A-RIDGE `� o N w rn 0 w 5" O.G. GUTTERS m HI-RIB STEEL Z T#21 CORNER TRIM 0 V = TRANSITION TRIM HI-RI Z a HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 1 1 W NORTH ELEVATION Z C7 z_ CD -_ # U Q 2 12 = "� 4� T#16 GABLE TRIM 4� T#16 GABLE TRIM U m W J I- z 1- _ 0 U_ HI—RIB STEEL HI—RIB STEEL Q T#21 CORNER TRIM T#21 CORNER TRIM T#167 TRANSITION TRIMT#167 TRANSITION TRIM L m HI— RIB STEEL WAINSCOT HI—RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM T#167 BASE TRIM d WEST ELEVATION EAST ELEVATION o W w a o 0 DRAWN BY: EDB-869 3'6"x3'6" CUPOLA DATE: 09/17/1999 4 CHECKED BY: ERIKA VENT—A—RIDGE DATE: 09/30/1999 REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: 5" O.G. GUTTERS HI—RIB STEEL T#21 CORNER TRIM �yyirvewvvdreor6 .Kov: NEW y0°'4f: ® Ra T#167 TRANSITION TRIM A, -O L.36-*� HI—RIB STEEL WAINSCOT 3 % T#21 CORNER TRIM 2. E T#167 BASE TRIM I y •• SOUTH ELEVATION .40 SCALE: 1/8" = 1'-0" SHEET N0. 3 OF 5 aL6�o OFFICE: CUTCHOGUE, N.Y. JOB NO. 128-0578 NOTE: ♦ IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. . o OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. Q= a 2"x6" UPRIGHT � 2"x6" UPRIGHT N KYNAR HI-RIB STEEL 2"x10" TRACK GIRT FOR KYNAR HI-RIB STEEL ------ TEEL �0 INSIDE SLIDING DOOR IN 0� n NORTHMOST OPENING 1 0 m 2"x10" TRACK GIRT �'••*'I 2"x10" TRACK GIRT D w FF2000 HI-RIB STEEL V T#71 TRACK COVER T#71 TRACK COVER Q, 2"x4" PURLINS @ 24" O.C. Z (NO. 2 SPF) 51M TRACK 51M TRACK 12'-0" 2"x4" BEV. PURLIN 3"x4" TRACK BOARD 3"x4" TRACK BOARD TO GRADE 1 1/2"x2" BLOCK 12'-0" 1 1/2"x2' BLOCK 2"x6" FACEBOARD 1 1 1 WIRE MESH T#23 JAMB TRIM TO GRADE 2"x6" BLOCK 1 1 FILLER STRIP T#74, T#151, T#154 & T#152 Z 2"x3" JAMB 3-2"x6' JAMB COLUMN 2"x3" JAMB 3-2"x6" JAMB COLUMN 2'x6" BEV. FASCIA a BEYOND BEYOND L7 5" O,G. GUTTERS T#144 & 146 FASCIA TRIM TRUSS ZL.LJLL SOFFIT -- Q -- HI-RIB/SOFFIT CAP (z> 1/2°xs 1/z" M. BOLTS & SLIDING DOOR HEADER SECTION B - B SLIDING DOOR HEADER SECTION C- C (B) 20d R.S. NAILS W z 2"x6" OVERHANG NAILER SCALE: 1 1'-0" SCALE1 " = 1'-0" �` U tz HI-RIB STEEL (KYNAR) �T#151, T#154 & T#152 �AN 3-2"x6" LAMINATED COLUMN W/ 2"x6" COLUMN SPLICE STIFFENER 2"x3" JAMB L� m (3) ROWS 2"x4" NAILERS 124T & T#126 - 2"x6" FACEBOARD 1 1 J 21001` MSR SPF (RIPPED) o 1 1/2x1 1/2" VERTICAL BLOCKING = o AT COLUMN LOCATION m GRADE TO HEEL _ (3) 2"x6" LAMINATED COLUMN Q HI-RIB STEEL 0 T#167 TRANSITION TRIM 2"x4" NAILER 2"x6" NOTCHED NAILER Z p HI-RIB STEEL WAINSCOT (KYNAR) V m 7/16" OSB PROTECTIVE LINER JAMB DETAIL-,#I 0 a T#167 BASE TRIM SCALE: 11)2' = 1'-0" Q U (1) ROW 2"x8" TREATED SPLASHBOARD z 42' S.C. TRUSS 0 2 o 4" CONCRETE FLOOR♦ "0 W wa 7NSHGRADE n4" MINIMUM COMPACTED GRANULAR BASE* Q CONCRETE FLOOR NOTES 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE. fl REINFORCING: 6x6-10x10 WWM. 4'-0" SLOPE GRADE AWAY FROM THE BUILDING ® 2% MINIMUM FOR A DISTANCE of 5'. DRAWN BY: EDB-869 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. DATE: 09/17/1999 46M BASE ANCHOR CHECKED BY: ERIKA B" THICK READ[-MIX PAD OR (4)50# BAGS OF SACKRETE PRE-MIXED W/WATER. PLACE DATE: 09/30/1999 (2)50# BAGS OF SACKRETE PRE-MIXED W/ REVISED DATE: WATER AROUND COLUMNS WHEN SETTING, REVISED DATE: 20"0 NOTE: 71 TRACK COVER CORNER AND ENDWALL COLUMNS WILL T# REVISED DATE: HAVE 15" DIA. HOLES W/8" THICK READI- 51M TRACK MIX PADS OR (1)50# BAG OF SACKRETE, REVISED DATE: PLACE (1)50# BAG OF SACKRETE AROUND 3"x4" TRACK BOARD COLUMNS WHEN SETTING. 1 1/2"x2" BLOCK I SIDEWALL SECTION A- A GRADETOBOTTOM T#25 JAMB TRIM I d''0(. NEW kd 80 M.P.H. WIND LOAD OF TRACK GIRT —3-2%6" , 3-2"x6" JAMB COLUMN P L. r0'P SCALE: 1/2" = 1'-0" _ BEYOND II 2"x3" JAMB r � e SLIDING DOOR HEADER SECTION D - D MAAIP``1F l SCALE: 1 " = 1'-O" SCALE: AS NOTED SHEET NO. 4 OF 5 ebb?a OFFICE: CUTCHOGUE. N.Y. TRUSS SPACING 7 -6 O.C. JOB NO. LIVE LOAD 30 PSF 128-0578 DEAD LOAD 4 PSF CEILING LOAD PSF TOTAL LOAD 34 PSF � o 1ox15 PL. U I ^ n a I.. M TC OM Z V w 11x15 PL. Z V o "'v 2 rC a 8,3.. WEB #1 #2 7 2"x4" WEB 12 STIFFENER 4 Lai WEB #2 3x5 PL 16x9 PL 18 GA. 1 1 WEB #3 2klp•• 7 13x8 PL. 18 GA. V 1600 PL. WEB #4 r 18 GA. "•"" _ ` 11x11 PL. ...o;::.::::. "... -- , .."....... z --A- N.. .1 Ire. .. .. 9x9 PL. H.B. ","""..".. ..... ...:, ".< .......... ...,:., :::.::""." ....... 2 x4 "": o.. 15-1/2" z - s� LOWER CH "." 2„x6.• ............: LL-1 F —43,-, CAMBER AT 5'0-1/4” 12'2-13/16" CENTERLINE 1-1/4" 20'10-1/2" - V TRUSS DESIGN SPECIFICATION: 1 . 1 =Ii Truss has been designed by computer using the Purdue 42' S. C. TRUSS C` Z Plane Structure Analyzer IAW current standards and LL J 1. USS OF specifications of recognized engineering principles. a Output data will be provided upon request. L� LUMBER SPECIFICATION (1991 NDS for Wood Construction): o Lower Chord -- 1950f - 1.5E MSR Southern Pine Top Chord -- 1950f - 1.5E MSR Southern Pine SCALF_: 1/2" = 1'-0" Top Chord --- No. 1 K.D. - 19 Southern Pine L o Web Members -- No. 1 K.D. - 19 Southern Pine `� m TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): �� a TREATED COLUMN STIFFENER APPLIED ON THE ASTM A-446, Grade A 20 Go. and 18 Go. where noted, RIGHT SIDE OF THE COLUMN AS VIEWED FROM galvanized steel Morton truss plates identified by a UPPER COLUMN 1 1 hexagon stamped every 1-1/4" along the center of the plate. THE INSIDE (SIDE WITH LOWEST SPLICE CUT) Q cs 45' BEVEL AT TOP Z RAFTER LENGTH 22'0-1/16" Q N Webs are 2x4's W a J N o 2"x4" PURLIN � LOWER COLUMN 107• LOWEST SPLICE CUT DRAWN BY: ED13-869 ��2'• DATE: 09/17/1999 NOTE: NAIL STIFFENERS TO CHECKED BY: ERIKA BUILDING COLUMNS 8" O.C. 60d R.S. NAIL STAGGERED WITH 20d GUN DATE: 09/30/1999 INSIDE OUTSIDE NAILS. PLACE 6 ADDITIONAL NAILS NEAR THE COLUMN REVISED DATE: 20 ga. GALV. PURLIN CONNECTOR _ SPLICE. REVISED DATE: TRUSS -III-,,,I IJI_,,`�-II TI�LI,. REVISED DATE: ° r 0R REVISED DATE: 45' BEVEL ON BOTTOM \ ,'-0" qOF NOTE: FOR FOOTING DIAMETER AND AMOUNT OF SACKRETE OR �.'��OFrryEW yz� READI-MIX, SEE PLANS. SGl•0 BASE ANCHORS * 0 e (1) #9x1" TRU-GRIP SCREW ON FOOTING ' ,,� � 1 PEAK SIDE AND (2) ON EAVES SIDE OF PURLIN IN HOLES SHOWN I - i, S9%fie*+ (JOINT MUST BE TIGHT BEFORE >'•vvneo�eeu+"" FASTENING CLIPS) 0 - 'q- - R9 2" x4" BUTTED PURLIN DETAIL COLUMN SPLICE STIFFENER DETAIL SCALE: AS NOTED SCALE: 1 2' = 1'-0" SCALE: 1111 = 1'-0" � SHEET N0. _j 5 of 5 ae6 �