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HomeMy WebLinkAbout28498-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30104 Date: 03/23/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 160 BROWN ST GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 3 Lot 42 .6 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 24, 2002 pursuant to which Building Permit No. 28498-Z dated JUNE 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 TWO CAR GARAGE WITH STORAGE AS APPLIED FOR. CONSTRUCTION CERTIFIED BY LAWRENCE M. TUTHILL, P.E. The certificate is issued to MICHAEL J & ANN P VERITY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1199338 03/18/04 PLUMBERS CERTIFICATION DATED N/A Authorized 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. 28498 Z Date JUNE 25, 2002 Permission is hereby granted to: MICHAEL J & ANN P VERITY 340 SOUND ROAD GREENPORT,NY 11944 for CONSTRUCTION OF AN ACCESSORY BUILDING AS APPLIED FOR at premises located at 160 BROWN ST GREENPORT County Tax Map No. 473889 Section 048 Block 0003 Lot No. 042 . 006 pursuant to application dated JUNE 24, 2002 and approved by the Building Inspector to expire on DECEMBER 25, 2003 Fee $ 96 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUH DING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property shoving 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 Date. 110v 3 New Construction: / Old or Pre-existing Building: (check one) Location of Property: House No. Sttrre'�et ,` , Hamlet � lz Owner or Owners of Property: /�I"`"+' ., l� Suffolk County Tax Map No 1000, Section V Block 3 Lot Subdivision Filed Map. .y�� Lott:/ Permit No.,2S 7 / 0� Date of Permit. Q l/ of Applicant: /v Health Dept. Approval: tet— Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ • 00 Applicant Si ure c.i�PcTcJ'� rJ�rJ�J� r�r�r��cpnr�ran�nn 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY Ce5 40 FULTON STREET ^- NEW YORK, NY 10038 C CERTIFIES THAT Pj Upon the application of upon premises owned by MICHAEL VERITY MICHAEL VERITY PO BOX 476 PO BOX 476 Pl GREENPORT, NY 11944 GREENPORT, NY 11944 5 Located at 160 BROWN ST GREENPORT, NY 11944 Application"Number: 1199338 Certificate Number: 1199338 Section: Block: Lot: Building Permit: BDC: NS37 Cr Described as a residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor,Detached Garage,Outside, A visual inspection of the premises electrical syst/n , limited to electrical devices and wiring to the extent detailed Cj herein, was conducted in accordance with the requirements of the applicable code and/or standard ,. promulgated by the State of New York, Depa/dment of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be iu compliance therewith on the 18th Day of March,2004. Name OTY Rate Ratine Circuit Type Panels C� 1 100 4 Wiring and Devices Receptacle 2 0 General Purpose Switch 3 0 General Purpose Fixture 2 0 Incandescent Fixture 2 n - Fluorescent Receptacle 2 0 GFCISO �* 5 5 5 raj seal 7 5' 1 of 1 This certificate may not be altered in any way and is validated only by the presence of raised seal at the location indicated. c 5 D rJ� [1CI'or�cfuc!'ct'c.lc1'c.lcft.l[P�I'a c1'oft�tnclo[1'ocPr�cJ"rncJ'�J'c1'cicJ'�Pc1� td'c1'cI?f� cJ'J�tcPcnc(rPcicfflO M i LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y.11944 (631)477-1652 March :8, 2003 i To noru it May Concern: Re; Propertyo£ivtichael and Ann Verity 160 Brown Street Greenport; N.Y. 11944 Permit#284982 accessory garage Ch1 September 10,20021 inspected the footings at the above mentioned property and I found that all work was done m accordance with the filed plans and meets the requirements of the New York State BBuiiding Code_ tan November 24, 20021 inspected the framing and completed accessory garage at the above mentioned property and found all work was done in accordance with the filed plans and meets the requirements of e New York State Building Code. ncereiy, �, Lawrence NL Tuthill NEW YO BAR 18 3 �Fo oaaz � w� pA FEssi L�p TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER nnSTREET ) VILLAGE DIST. SUB. LOT ` FORMER O�VNERA4.J V,?rr .� N E __.re ACR,." des 14 "" tC� r 8kv k--uV -vo F, Q 1 c- -07;a 0 -7--r-)d t e- v- nd?5 S W TYPE OF BUILDING RIE$. SEAS. VL, I FARM COMM. CB. MICS. Mkt. Value a LAND IMP. TOTAL DATE REMARKS 1111V 7 Y f /p/, t8 {' � � © f �e ✓f GF t 7 �..sw �ws /f an3t1a� Cen �r 766 h4 vri,3d 766 C J !�. .C-.. -4 �l/ '.�..� <.. 4k f? ' ✓?h+C\ {, ` "`Sim 1 P{"'.b+...;.-Pt"f$'P c} �a Ct(!'+ Y" IVC W 16, M?2A ) / r P,`. 1 �e�ca 2�� �49m® a z�f ���s� � g.� _ 'r"-:`: f�-f• c�. �f cr,� t"` �-�� fFl� � �,� � L yfo o -L 121/5 f V_ eri,k�t,/_ 64c� Tillable FRONTAGE ON WATER q $ Woodland FRONTAGE ON ROAD Meadowla+d DEPTH Nouse Plot 1 , t7 BULKHEAD Total. 3e BUILDING PERMIT EXAMINER CHECK LIST nn DATE REVIEWED: 11502 APPLICANT: VL'2SCtA DATESUBMITTED:_6 /�/02 SCTM#DISTRICT: 1,000, SECTION: _ ,_, BLOCK: LOT: y� ti STREET ADDRESS: /4 65fiD,.w CITY: �JIemP SUBDIVISION: PROJECT DESCRIPTION: �@Cessoo�(�A.�R6E la 4v ,Qlew&_ EST]MATED PROJECT COST: /O ARCHITECT/ : FAST TRACK? i4os SINGLE & SEPARATE CERTIFICATION-REQUIRED? NO NOTES: -------=__� LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Mergen(A nonconforming at anytime after 7li ZONING DISTRICT: R-0 CONFORMING? 16 REQ. LOT SIZE: 6 oD ACT. LOT SIZE:,?2�REQ. LOT COV. ACT. LOT COV.7 REQ:FRONT 5-5? PROP. FRONT_�REQ SIDE AO ACT. SIDE REQ. REAR ✓ PROP. REAR /REQ. HEIGHT PROP. HEIGHT WATER FRONT? � DESCRIPTION: PANEL #: FLOOD ZONE: �- APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEP : YES 2!V, (BED#):,DTE:_/_/_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or O NYS ENERGY: YES OR NO : EGRESS (18 H rain.?4 sq total) VENT(SQ. FT. x 4%) 'A� LIGHT(SQ. FT. x 8%) � BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/C/o Z_ NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 5-72 SF FEE FEE FEE 1. ( a2- SF)- ( so o SF)- SF X $ =$o?/•60 +$ 2. ( SF)-( SF)= SF X FIELD LNSPECTION REPORT DATE COADdEm �4 FOUNDATION(1ST) 3 a o0 r � O FOUNDATION(2ND) Iv z oe O z ROUGH FRA]VII\i TG& 5 y PT,LJN1BLiVG i LNSULATION PER N.Y. `3 STATE ENERGY CODE K FINAL ADDMONAL COAMENTS 0 z m z ro y O z • � x d ro y 'SOWN OF SO`THOLD 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)1765-1802 Planning Board approval FAX: (631)765-9502 Survey- PERMIT NO. urveyPERMITNO. Check Septic Form N.Y.S.D.E.C. fl Z Trustees. Examined 2� 20 - Contact: Approved G Z� ;20>L� Mail to: Disapproved a/c Phone: xpiraon 20Eti ., Building Inspector APPLICATION FOR BUILDING PERMIT ,f Date 20 �L INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Buil*g Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. T,; b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises lar public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. V d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,'in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. I (Signature of affificant or natfif,if a corporation) (Mailing address of applicant) jl S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises As on the tax oll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. olr-e� Plumbers License No. 6*r^n Electricians License No. Other Trade's License No. &"-nA2- 1. Loc tion of land on which proposed r will be done: l� wo �3 Douse Number Street Hamlet /fi x -'rot County Tax Map No. 1000 Section -< Block / t Lift . d �' Subdivision Filed Map 1 (Name) 2. State existing use and occupancy of premises and intended use ag4d occupancy of roposed construction: a. Existing use and occupancy b. Intended use and occupancy - G�Gead.+�" 3. Nature of work(check which applicable): New Building Addition Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost ZD lb0 • do Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 S. Dimension f entire new construction: Front 2y Rear �Y Depth Height /8 ' Number of Stories 9. Size of lot: Front q q Rear Depth 10. Date of Purchase // / Name of Former Owner 11. Zone or use district in which premises are situated 4 70 12. Does proposed construction violate an7Will aw, ordinance or regulation?YES_NO v / 13. Will lot be re-graded? YES_NOxcessfill be removed from premises?YES_NO 14. Names of Owner of premises -Address �hone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO J * IF YES, SOETTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE R5QbfRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �500') * IF YES, D.E. .,PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation atony point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF t� — fl�9 c—'Att tl Ifo t' being duly swom, deposes and says that(s)he is the applicant (Name of individual signit a contract) above named,' (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SworrLto before me this day of f U 200-)— NotartYublic Signature o pplicant MELANIE DDROSKi NOTARY PUBLIC,State of New York No.01D04634870 Comet nified in Suffolk Courcmyy D>— Expires Septembw30, - e ow ' -r atitiI?�' O��Ii ti� 1Z0 � � CO Y 26� 09 s 6 F O �d, ayJ \ \ 0 L %/ 'Cols MI. ,0929 100 SLS yyam p � �v �L � Ab Y11 o y S�y6 WONj O3N3F/180 b'11f0 NO C3Nb SN011 VAN3S80 07314 38H N0383H NMOWS S100dSS30 (INV S?1Nb101j-d3S 'S3NII 30111b3S 83.LvM'S113M.q0 N011V3013H1 &tam oft 6 EO-SV-WOt ON X01 XVI --- — 3wih2 ? �C '1x33t3 r i " = 40B No. % 40 XN. E y . nn M K }ice 1 f � � K 5 o C;����� � t F� S52 6 �J f 0 `' k a e&tel. \ ao, 9 •7 H FIRM MAP No.3610300176 G a Si�y ZONE X AND ZONE AE �yqT ELEVATIONS IN USCGS DATUM v u:S`+0"a �.�..J'.'a a P�J`b".�TAs;e`f`l; 'I'CF Z p,H SEKV!".e.;i OF NE @ P, Daae V.S.Ref.leo. DIE G.GRp{f - The se wag G'. Pi aid l-?'t`R r, f e tM z. c'..a° Y'R`g`4p n ' rw e&s3vk Poxre,y RIMC,d Ca:; a m i° E wz.a,2r.to S as`&.PEChtff Q Cf W a t Gl 4F.,1 s.'=+,<.fa.d?t•..M% iSf . t E ti r H - I �� - - QI,c tiN 0 e! 1 O 01) \ \` SEPTIC LOCATIONS \ . l '9 \ \ CORNER A CORNER B SEPTIC TANK 17.5' 22.5' LP1 16.5' 31' LP2 26.9\ LP3 29.5' 29S' - FIRM MAP No. 36103C0176 G ZONE X AND ZONE AE ELEVATIONS IN USCGS DATUM SUBJECT LOT 52,288 5Q FT Lineup, WMIS dadmmntaa VOSUMd tkm 72MMSURVEY OF: DESCRIBED PROPERTY «The Ngw Ya�Slsmbduaatbn Law K WUi"v `9" a t�'&RL OF 1.i-rt fuav1 G�k CartAkatkM ir14k8teV kereDn eP�atYrun onlymrire person hu whom It IS Metalledandonnreneatmmetweewro»v.rmeagancvanaLendinglnmm,hmnlisted LIBER 11 2 PAGE sQ n :�..,V �>x 1 - hereon,and the of me fending ln3lantbn ar aub°eyaent w:mem' OFkr' ..+ism'vq.;3�:'�'L�S'aVVY T�' a•�.0� - A az`{Esu FAN i`ie`N tr'.'�.IDEN,CS Goplee dM et Meanness:nhtbeanng the pmfasabnara Inked Seel w emhoeaen Seal map Dow wnsN warvalkt",why, GREENPORT, TOWN OF SOUTHOLD me aflaMeEaaenene4one7anmm trerenn aom atcuardresmure areaeM.txrea are a..�`. p<� Poco epQEY1Cpurpew ant� awferemra are hot mtertdeam 9uge the ereolknd knrea.twq 'wg wwU,pTMpa.p pla«wg aroae,adaNkN+aetawpmge want'athar SUFFOLK COUNTY, NEWYORK L }}} cdna4pcGan. 11sp 4sal and Od"�r c&L*'y fa Ittiw 8 th S tec'alion have(1e'•5.11} 711e bkptenc'ddpM«vraye andPorRacemehLa«record,d ant'.natanw+w arc not ?r3rc rtasa�cil'tfdz t4 erz,�r�e°a oxmxrfer c t Azad found to. gaa an aed DATE: 211/00 SCALE: 1 mar ILs AAS+-'''�v C b . MND 0' CERTIFIED ONLY TO: MICHAEL J. VERITY DESTIN U. GRAF office Of%ratee jird v,riLrecwa.erlV2liefsge'nvat NOIRW T MORTGAGE OF NE)N YORK, INC,, LAND Sl1RVEYL7R � ? PIRSTAM R AN TITLE IN$URANCF COMPANY QF t A{ R# 73 uUOOpI;.WNROAD co ROCKY POMT, N.Y. 11178 1 BY DESTIN G. GRAF N.Y.S. UC-No. 5007 (61001-4442 t: p. OFFICE: CUTCHOGUE, NY JOB NO. 28-0667 MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S C, . { COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF ,8 �� N _ I POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN �� n FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND m SHALL BE LAMINATED WITH STAINLESS STEEL NAILS, f1 LD FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND ALLI ® I G zREADY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR = SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1 FROM BOTTOM OF COLUMN Z m OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE W I . 1 MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. L SPLA5HBOARDS - SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER CC2. V MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER 3raJL{1`NNIIERS CERTIFICATE � -IN ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION EtEQUIRED J;y, „• C2, ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. z " FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. i4 - zi v �.7 498 > a WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR Pm$fz__L BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. �OTIFY BUILDING ND `W '^ ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS F 8 AM LLOW • I'M PGN mG� 1. FOUI NGINSPECTIONS. REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION Is CONDUCTED 7. FOUNDATION • TWO REQUIRED FOR POUREDCONCRETE 3. ROUGH • FRAMING i PLUMBINGUNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH ~ o CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 4 F BE COMPPLL NAL DESTRUCTION MUBT r' CONSTRUCTION FOR C.0. SIDING & ROOFING ( OFT PA14ELSKYNAR 500/HYLAR 50001 — 0.019" MIN., G90 GALVANIZED OR AZ55 ALL CONSTRUCTION MEET THE REQUIREMENTS OF NC N.K Q o GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR X000 FINISH WITH A NOMINAL STATE CONSTRUCTION ENERO CODES. NOT RESPON8IBLC FON Z o I MIL PAINT THICKNESS ON EXTERIOR. DESIGN OR CONSTRUCTION ERR V m TRI -DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL � a ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS OCCUPANCY OR D m ROOFING OR SIDING PANELS , WIUSE IS UNLAWFUL � TNOUT CERTIFICATE GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 OF OCCUPANCY I . I a FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. J 0 Qo 0 ADDITIONAL NOTES TYPICAL LUMBER SPECIFICATIONS - 1997 NDS 1,) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART SIZE DESCRIPTION BENDING VALUE Fb BUILDING DESIGN CRITERIA 2"x4' NO.1&2 SPF 1313 Psi OF THESE DRAWINGS. 2"x4 2100f MSR SPF 2100 PSI USE GROUP C4.2 2"x6 NO.1&2 SPF 1138 PSI DRAWN BY: TR 885 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED CONSTRUCTION TYPE I 5B2"x6' NO. 1 SYR 1650 PSI DATE: 6/17/02 LIVE ROOF LOAD DESIGN 30 PSF 2"x8' NO. 1 SYR 1500 PSI BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY WIND LOAD 80 MPH EXP. C 2"x10 NO. 1 SYR 1300 PSI CHECKED BY: JS FLOOR AREA I 572 SQ FT2"x12" NO. 1 SYP 1250 PSI DATE: 6/18/02 ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. ALL 1950f MSR SYR 1950 PSI 1 1 2x16" LAMINATED VENEER LUMBER 2800 PSI REVISED DATE; 3,) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 3 1 2x15' GLU-LAM I 1650 PSI REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. 51 4x161 2 GLU-LAM 2400 PSI 51/4 xIg 12" GLU-LAM 2400 PSI REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. REVISED DATE: JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET INDEX HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR `,,..wwm++:�u THIS BUILDING WAS PREPARED BY ME OR UNDER MY ,p,REOF NE{yny 5000 IS A TRADEMARK OF AUSIMONT, USA. SHEET DESCRIPTION DIRECT SUPERVISION AND TH PyYYYAM A DUZON, N ED/ *,:,P •G O REGISTERED PROFESSIONAL GI EER. •�'O L S 1 OF 3 SPECIFICATIONS & SHEET INDEX 2 OF 3 COLUMN PLAN & ELEVATIONS RONALD L SUra P.E.MICHd Z. FE CS2x4KK 10-00 3 OF 3 SECTIONS, DETAIL, & DATE: 4, L. McCORREG.MICK P.E. �15Tf�9• TRUSS DRAWING DATE: 6- 14 -b2 REG. S 1 � I ss10Nn nnuunmM SCALE: AS NOTED SHEET NO. 1 OF 3 OFFICE: CUTCHOGUE. NY JOB NO. 128-0667 12 T#16 GABLE TRIM 4 o _ M 1O N 5" O.G. GUTTERS w� 1/2" CDX PLYWOOD 1/2" CDX PLYWOOD Ir n n (BOTTOM 32" TREATED PLYWOOD) (BOTTOM 32' TREATED PLYWOOD) 0 w m z z w Z SOUTH ELEVATION EAST ELEVATION z w 12 W Z_ Z. > F_ 5" O.G. GUTTERS > mo DaN 1 a 1/2" CDX PLYWOOD /2" CDX PLYWOOD (BOTTOM 32" TREATED PLYWOOD) T- (BOTTOM 32" TREATED PLYWOOD) W w ^ El :5E U 0 W =' NORTH ELEVATION WEST ELEVATION - z 0 U `f Q a l rn Z o Ln m o a 7'-6• 7'4" 7'-4 I/2" L, 1 ♦� m S-4 1/2"41/2' V-0" VENTED SIDEWALL OVERHANGS z 1'-O' NON VENTED ENDWALL OVERHANGS W w 21 '-9" J 0 m 15"m 15"m Q o 211-91, 15"015"0 15'0 o 16'_91/2" 0 15'•0 o ,4•-,D1/2" COLUMN PLAN LEGEND * 15"0 DRAWN BY: TR 885 o - 3068x6" LAMINATED COLUMN LOCATION �- 3068 WALKDOOR♦ DATE: 6/17/02 •� Qi ** I 'm m- (3) 2841 WINDOWS* CHECKED BY: OO - 12'x8'OVIERHEAD DOOR* B B L _ 15"0- 8" THICK READI-MIX CONCRETE PAD. DATE: 15°0 6'-101/2" 3 3 A PLACE A MINIMUM OF 8" READI-MIX 4'-ll ,/p^ 4v 15"0 3 � CONCRETE AROUND COLUMNS WHEN REVISED DATE; SETTING. REVISED DATE: _i 15"015"0 1 15"0 m15"0 15"0 I �` REVISED DATE: D-0 NOTE: IIIREVISED DATE: — }— — — — ♦ IDENTIFIES ITEMS THAT ARE NOT A PROVIDED BY MORTON BUILDINGS, INC, OR MORTON BUILDINGS' SUBCONTRACTORS 3 J� AND ARE THE OWNERS RESPONSIBILITY. ""+++ *22' S.C. TRUSSES C�OF NE{y}� 7'-6" 7'-6' 7'-4 1/2" 7'-6" O.C. TYPICAL ggg'9.p', ' L 'T O 3-41/2" **CONTINUOUS 2"x4" LOWER CHORD '+ p TRUSS TIES AND 2"X6" DIAGONAL ROUGH OPENING SCHEDULE •a c \ \ \ END BRACES APPROXIMATELY UNIT SYMBOL I F 7'-0" & 8'-0" O.C. TYPICAL WIDTH HEIGHT , FROM LEGEND .q� m in L9 VERIFY t VERIFY "'+ o Amo cV D I VERIFY I VERIFY COLUMN PLAN 2' s' SCALE: SCALE: AS NOTED 1 4' 16' SHEET N0. 2 OF 3 OFFICE: CUTCHOGUE, NY JOB N0, 28-0667 1/2" COX PLYWOOD 1/2" COX PLYWOOD 2"x4" PURLINS O 16" O.C. 2"x6" UPRIGHT (2) 2"x8" HEADERS (N0. 2 SPF) 2"x6" NAILER o 2"x4' BE PURLIN 2"x6" 13LOCK 't WIRE MESH ♦Z 0•H.D. N 2"x6" BEV, FASCIA 2"x2" BLDGK ALUMASEAL 0�n 5" O.G. GUTTERS T# 1151 54 I T// 152 w T#144 & 146 FASCIA TRIM 22' S.C. TRUSS 0 CO SOFFIT -- 2"x3" JAMB (BEYOND) Q� S2) 1/2"x5 1 2 M. BOLTS & 3 2"x6" JAMB COLUMN BEYOND L7 z HI—RIB/SOFFIT CAP t / ( ) ( ) GRADE TO BOTTOM w l4) 20d R.S. NAILS OF 2"x6" BLOCK `� o 2"x6' OVERHANG NAILER 2"x6' BLOCK (BEYOND) Z a. 1/2" COX PLYWOOD (BOTTOM CHID HEADER SECTION B— B 32" TREATED PLYWOOD) I II SCALE: 1 " = 1'-0" 3-2"x6" LAMINATED COLUMN Z 2"x4" PURLIN V 2"x4" NAILERS (ID 16" O.C. Z GRADE TO HEEL r0 y\ ~ z " j NOTE ♦ IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. > —� OR MORTON BUILDINGS' SUBCONTRACTORSW w 60d R.S. NAIL AND ARE THE OWNERS RESPONSIBILITY. / = N V 20 ga. GALV. PURLIN CONNECTOR � (1) ROW 2"x8" TREATED SPLASHBOARD TRUSS o 1 ' J z 0 ---4" CONCRETE FLOOR* 5E of a• > $ FINISH GRADE 4 MINIMUM COMPACTED GRANULAR BASE* CONCRETE FLOOR NOTES Q O I,) 0500 PEI, 5 1/2 SAG MIX CONCRETE. 2.3 REINFORCING: 6.6-10x10 WWV. Z X 3. SLOPE GRADE AWAY FROM BUILDING O 1" PER Ga 4'-0" FOOT FOR A MINIMUM DISTANCE OF 10' PLUS 1 9x1" TRU—GRIP SCREW ON V m OVERHANG WIDTH. ( ) NCi 4.) WHEN A VAPOR RETARDER IS PROMDEO, PLACE A PEAK SIDE AND (2) ON EAVE Z75 o: 6 MIL POLYETHYLENE VAPOR RETARDER A MINIMUM SIDE OF PURLIN IN HOLES SHOWN OF 4' BELOW THE BOTTOM OF THE CONCRETE ROOK. L.L.7 46M BASE ANCHORS (JOINT MUST BE TIGHT BEFORE Q a FASTENING CLIPS) z 8" THICK READI—MIX CONCRETE PAD. r PLACE A MINIMUM OF 8" READI—MIX Q N CONCRETE AROUND COLUMNS WHEN 2"x4" BUTTED PURLIN DETAIL L-i� a SETTING. vi 15"0 Q o SIDEWALL SECTION A— A NOTEI WEBS ARE 2X4'S 80 M.P.H, WIND LOAD RAFTER LENGTH 11'5-9/16" SCALE• 1/2" = V—O" DRAWN BY: TR 885 LUMBER STRESSES TOP CHORD No. 1 KD19 DATE: 6/17/02 9x11 CHECKED BY: Pl LOWER CHORD NEI I KD19 DATE: TRUSS SPACING 7'-6" O.C. REVISED DATE: LIVE LOAD 30 PSF s'O" DEAD LOAD 7 PSF REVISED DATE: CEILING LOAD PSF REVISED DATE: TOTAL LOAD 37 PSF 12 REVISED DATE: 3x5 4 Pl 2k8k12 11x16 Pl, TRUSS DESIGN SPECIFICATION: 5x13 Pl, Truss has been designed by computer using the Purdue ypF NEly y., Plane Structure Analyzer IAW current standards and 13x6 PLy~P�• • L' S • ?°& specifications of recognized engineering principles. 4'11" 6x9 Output data will be provided upon request. 18 G4' . Pl. ;O Z: ' LUMBER SPECIFICATION (1997 NDS for Wood Construction): fli IT I2-6x12 � ( � >, • . 19. .(�r' Lower Chord -- 1950f — 1.5E MSR Southern Pine Top Chord --- No. 1 K D. — 19 Southern Pine CAMBER AT CENTERLINE o 3'4" Web Members -- No. i K.D. — 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): ASTM A-653, Grade A 20 Ga. and 18 Ga, where noted, a1 '10-1/2" galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. ' SCALE: AS NOTED 22 S. Q. TRUSS SHEET N0. SCALE, 1/2• = V-0" 3 OF 3