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HomeMy WebLinkAbout30135-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30452 Date= 09/20/04 THIS CERTIFIES that the building ACCESSORY Location of Property= 5645 ALDRICH LA MATTITUCK (HOUSE NO.) (STREET) (FL^MLET) County Tax Map No. 473889 Section 120 Block 3 Lot 11.12 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JPI UARY 5, 2004 pursuant to which Building Permit No. 30135-Z dated MARCH 4, 2004 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 80 ' X 125 ' AGRICULTURAL FARM BUILDING AS APPLIED FOR. The certificate is issued to E47H LIMITED LIABILITY CO. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL TS/A ELECTRICAL CERTIFICATE NO_ N/A PLUMBERS CERTIFICATION DATED N/A n //T4&t/hpriz 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. 30135 Z Date MARCH 4 , 2004 Permission is hereby granted to : EDWARD W SR HARBES BOX 247 SOUND AVE MATTITUCK,NY 11952 for CONSTRUCTION OF A METAL FARM BUILDING AND 21 GREENHOUSES AS APPLIED FOR at premises located at 5645 ALDRICH LA MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011 . 012 pursuant to application dated JANUARY 5, 2004 and approved by the Building Inspector to expire on SEPTEMBER 4 , 2005 _ Fee $ 3 , 300 . 00 t A thorrzed Signatu - - ORIGINAL Rev. 5/8/02 LJ FormNu.6 ,r� -- - - TOWN OF SOUTHOLD � d- BUILDING DEPARTMENT - TOWN HALL t 3 VOL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY l_—YI 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, sheets, 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: I. 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 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: �(n 5 5 �jC -�GI� L,?" C House No. Street J Hamlet Owner or Owners of Property: /`rim✓ S E uoff L4 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ i i Applicant Signature L 3015 �1� PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 • FAMW4-3516 • email: joseph@fschetti.mm Date: August 4 2004 Reference: Peter Harbes /Metal Building Southold Building Department ?:Main Road `:Southold, NY 11971 Dear Sir, I have inspected the foundation for the Harbes metal building during the construction- The foundation has been formed and reinforcing has been completed in accordance the certified plans submitted for the building permit. \` CF NEwY r . 2 Joseph Fischetti, P.E. H'sli-�M.tion.zu5 W eor.dx t PATRICIA C. MOORE F Attorney at Law 3 200451020 Main Road Lm- Southold, New York 11971 Tel: (631) 765-4330 TQ',A 'CF,QU i t'CLJ Fax: (631) 765-4643 August 3 , 2004 BY HAND DELIVERY Southold Town Building Department P.O. Box 1179 53095 Main Road Southold, NY 11971 Attn: Gary Fish, Building Inspector RE : Peter Harbes 80 'x125 ' Agricultural Farm Building Dear Mr. Fish: In connection with your Inspection Report dated July 23 , 2004 , please be advised that there is no electricity in the above referenced building. Therefore, please issue the Certificate of Occupancy at your earliest convenience . Thank you. If you have any questions, please do not hesitate to contact me. P.S e`ry rulyvyours, ^,___ P,.a-tricia C. Moore PCM/mm FRTk1 PETER.HARSES FARM CORP PHONE NO- 5162983889 Ru5. 02 2094 0Z:26PM P1 7GS-1842 'f BUILDING DEPT.-- INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ I FOUNDATION 2ND ( ] INS TION [ 1 FRAIYIING [,, INAL [ I FIREPLACE & CHRI HEY [ ] FIRE SAFETY INSPECTION REMARKS: �1 DATE � � INSPECTOR J a FRbl1 : PETER:.HRRBES FRIM CORP PHME ND. 51629g399B Aug. 02 2094 02.24PM PI PLANNING BDARD**Eni MERS JEkMI N B.WOODHOUSE d� �(� P.O-13m II79 Chair � ,� Town Han,53095 State Route 25 RICHARD CAGGIAHOw Southold-New York 11971-0359 �r Telephone(63I)766-1938 E itsMif`tit{h AI C7� AEStNE'r73 L.I3D6P3HO8 F�(63I) 765.3I35 MARTIN ll_SIDOR �Oi f PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 1 ,2004 Mr. bid Harbes PO Box 247 - Mattituck,NY 1-1952 Re: Site Plan for Peter Harbes Agriculture Accessory Storage and 21 Poly-Greenhouses 5645 Aldrich Lane Mardtuck, NY 11952 SCTM# 1000-120.-3-11.12 Zone:AC,Agricultural Conservation District Dear Mr-Harbes, In reviewing,the site plan application materials submitted to the office on July 8,2004 I found the following elements to be deficient. The site plan application will need to include the following to be processed: The site plan must include all items required by Town Code.The new site plan and attached materials now detail a 1,600 square foot second floor and it appears the parking calculations do not include the new additional floor space. Please indicate what the area will be used for and update the parking calculations to include the new area. In addition please submit the associated site plan fee far the new additional 1,600 sq-ft. x S.05 to the Town of Southold. Please contact us to discuss this matter. If there are any questions you can contact us at(631) 765-1938 x5019 between the hours of 5:00 am. and 4;00 p.m. X yours, Senior Site Plan Reviewer CC:file ff PLANNING BOARD MEMBERS ��SUFFOL,� C JERILYN B.WOODHOUSE ��® ' ��/ P.O. Box 1179 Chair �_ Z` Town Hall, 53095 State Route 25 o Southold, New Fork 11971-0959 �+ x ' RICILARD CAGGLINO � y, _nr Telephone (631) 765-1938 WILLIAM J. CREMERS co KENNETH L.EDWARDS O' � Fax (,631) 765-3136 IDLIRTIN H.SIDOR �QI �ao PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 23, 2004 v.:, E Mr. Edward Harbes �t'y 5c PO Box 247 Mattituck, NY 11952 Re: Site Plan for Peter Harbes Agriculture Accessory Storage and 21 # Poly-Greenhouses E'! 5645 Aldrich Lane Mattituck, ILII' 11952 l-1` SCTM# 1000-120.-3-11.12 Zone: AC, Agricultural Conservation District Dear Mr. Harbes, Thank you for the inquiry on January 14, 2004 and information submitted. The Planning Board reviewed the proposed site build out at the work session held on 'k January20, 2004. The proposed build out is as follows: twenty one (21) 8' x—5 poly !'! greenhouses aad one (1) 80'x125' farm accessory equipment/storage building as shown on the survey created by Stanley J. Isaksen, Jr. dated August 22, 2003. The Planting Board agreed that proposed build-out described above would require no site plan. For your information a file will be maintained in the Planning Boards Office. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, i Jerilyn B. Woodhouse Southold Town Planning Board Chair O CC:file, pb, Building Department I� �b c' - TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER _ STREET ( VILLAGE DIST. SUB. LOT 1— ACR. G ( ,� RE ARK L r f TYPE OF BLD. 3/i Qq{ a 7-md ly..l ,': 151Ocs � "�173d�J .31/ qC- 11 r 360 It IPROP. CLASS io 5 �r sf 4No& 4t172,n) el LAND IMP. TOTAL DATE rr �:r— — AW, 040)d FRONTAGE ON WATER TILLABLE ?� FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT I - - — -- TOTAL — g Permit Number -R _ 4 MECcbeck'CompiianceReport— = _ ? CheckedBy/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename:Untitled TITLE:Moore Residence COUNTY: Suffolk STATE:New York 33DD:5756 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE 09/26/03 DATE OF PLANS:April 10th, 2003 PROJECT INFORMATION: Home COMPANY INFORMATION: Chomo Associates COMPLIANCE:Passes MaAmun UA= 173 Your Home= 169 2.3%Better Than Code Gross ,Glazing Area or Cavity Cont. or Boor Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 625 19.0 0.0 32 Skylight 1:Wood Frame,Double Pane 9 0.800 7 Wall 1:Wood Frame, 16"o.c. 975 19.0 0.0 48 Window 1:Wood Frame,Double Pane 106 0.320 34 Door 1:GIass 66 0320 21 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 576 19.0 0.0 27 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such laps or spec' ti s el in compliance with this Code. Buitder/Desiguer -ate-0910 3 ��ptED ARc B. Cho y� -{ tdi�-Rr -•� MECcheck Inspection Checklist New York State•Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 04/11/03 TITLE:Moore Residence Bldg. Dept. Use } Ceilings, [ ] } 1. Ceiling'I-Cathedral Ceiling(no'aitic) R-19.0 cavity insulation Comments: Above-Grade'Walls: [ ] L Wall 1:,Wood Frame,T¢"o.c.,k=19.0 cavity insulation comments: Windows- 1. indows1. Window-I:Wood Frame;.Double Pane,U-factor:.0.320 For windows without labeled U-factors,describe features: #Panes' Frame Type Thermal Break?[ ] Yes [ ]No Comments:. . Doors: [ ] 1. Door 1:Glass,U-factor:0.320 #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: } Floors: ' - [ L Floor lr'All-Wood 7oist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: . Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air, leakage'must be sealed [` ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ . ] Required on the warm-in-winter side of all non-vented famed ceilings,walls,and floors. Materials Identification: - - [ .] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment trust be provided [ ] Insulation R='values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] } Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: ( ] I Alljoints, seams,and connections must be securely fastened with welds, gaskets,mastics (adhesives),mastic-plus-embedded-fahric,or tapes. Duct tape is not permitted. I.,-Exception:Continuously welded-and locking-type longitudinal joints and seams on ducts I' �operating at less than 2 in.w g_(500 Pa)_ [ ] •Ducts shall be supported every I0 feet.or is accordance with the manufacturer's instructions [ ] Cooling ducts with exterior insulation-mast.be covered with a vapor retarder. [ } Air filC.ers are-regnired in the'return air system. [. ] The HVAC system must provide a means for balancing air and water systems. Temperature,Controls: [ ] I Each dwelling m tithasat lesat'one thermostat capable of automatically adjusting the space temperature set point of the largest zone_ . I Electric systems- [ ] ' I Separate electric meters are required for each dwelling unit. Fireplaces: . [ ] I ]fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must he provided with a source of combustion air,as required by the Fireplace construction provisions othe Building Code.afNew York State,the Residential Code of New York State or- the New Yor city Building Code,as applicable. Service Wafer Beating: Water heaters,avith vertical pipe risers must,have a heat trap on both the inlet and outlet unless the water,heater fits an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I ' Swimming Pools: [ ] 'All heated swimming pools most have as onlof[heater switch and require a cover unless over 20,7.- - - I of the heating energy is from non-depletable sources. Pool pumps require a time clock. f I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the I levels in Table 1 i a 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL t [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: `'[ DATE ` INSPECTOR r FIELD INSPECTION REPORT DATE COMMENTS � ro FOUNDATION(1ST) — y ------------------------------------ -r — O �lm Z FOUNDATION(2ND) (� c( O S l/" •V.3 RO UGH FRAMING& — -- PLUMBING - r� [n - INSULATION PER N.Y. STATE ENERGY CODE ----- � . -• y �,�--fes r FINAL r� ADDITIONAL COMMENTS �( Rt Z - l I {t rr • ro T6 � OF S J THOLD BUILDING PERMIT_APPLICATION CHFk_; LIST BUILDING�DEP_ARTMENI Do you have or need the following;before applying^. T0'VVN ffi LL . Board of Health -SOUTHOLD,NY 11971 = sers of Bui13 ng Plans TELc•(63. 765-1502 Planning Board approval FAX: (631) 765-9502 Suney_ vwsr. northfork net/Sauthold,t PERMIT NO. 30 I Check Septia Form. N.Y.S.D.E.C. Exacturied3 Trustees Approved . 20�t, I\fail to: Disapproved ac l Phone: Butidina Spector Cin 2 2 5 APPLICATION FOR BUILD ING PERMIT _ - Date J�1 iuH•2, 5- ; 200 ^ N^ 3 INSTRLiCTIONS a-T s application 1\NST be completely filled in by type:=.ritzr or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to scale. Fee acccrdia,,,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 t fay not be commenced before issuance of Building Permit. d_Upon approval of flus application. the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection duoual[out the:work. z. No building shall be occupied or used in wh6t�•r�tn part for an,. purpose what so ever until the Building Inspector issues a Certificate of Occupancy- -f. Every building permit shall expire if the%c ork auilicrized has not coinuienced within 12 months after the date of issuance or has not been completed within 18 melitis frim such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector ma., aathcrize. in .riting, 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, Nei,:York. and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remo al or demolition as herein described. The applicant agrees to comply with all applicable lays, ordinances,building code, lousing code, and regulations, and to admit authorized inspector on premises and in building for r.ecessarc inspections. Jn I)RU[ O KA$7t��4rc�7.-�oALS J-/� L (Si_gna[ure of applicant or name,if a corporation) Pb 13a� /11/f ja4rr7WLAIN ) (Mailine address of applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician plumber or builder Name of owner of premises e-5 (As on the tax roll or latest deed) If applicant i-, ac rati n, signature of duly authorized officer (Name and title of corporate officer) Builders License No_ Plumbers License No. Electricians License No_ Other Trade's License No. 1_ Location of land on which proposed work will be done: House Number Street Hamlet Countv Tax Map No. 1000 Section 0 Block 03 Lot a / /_ /.2— Subdivision .2—Subdivision _Filed Map No. Lot (Name) 2.�Statv­existinguse and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e�.i T��,a�—f/ll/a AJC= b- Intended use and occupancy 3. Nature of work(check which applicable): New Building X' Addition Alteration Repair Removal Demolition Other a,Z-ork (Description) 4. Estimated Cost 0 00-v__0-t_ Fee -V I •� (To be paid on filing this application) d- If dt3relIing, number of d-welling units__ Nutnb gavelling traits on each floor if garage, number of cars 1 PDX 140 6. If business, o rciwo r mixed occupancy, speciV, nature and extent of each type of use. d 1 ac,tz5- 4 c -�6.ou.�u 7 Dimensions of existing structures, if anv: Front_ Rear Depth Height !:: umber-of Stories , Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front /.2s- Rear /3 i Depth 1py Height 27 _Number of Stories 9. Size of lot: Front / 5—a o Fear G17� Depth 17S7I 10. Date of Purchase Name of Former O,. ner 11. Zone or use district in xhicli premises are situated 12. Does proposed construction violate ani zoning lath. ordinance or regulation? YES_NO_�< 13. Will lot be re-graded' YES NO_i�"iIi ef:cess fdl be remo :ed iron.premises'? YESNO X 14- Names of Owner of premises �)&,4/, address f(//30X A�Am r�Phl ne No. 631 -2 Name of Architect Address_ Phone No 6A/- YYS 8i/31 Nanie of Contractor Address Phone No. 15 a- Is this property-within 100 feet of a tidal wetland or a freshwater * ctland' *YES NO_ (X * IF YES, SOUTHOLD TONyNi TRUSTEES & D.F-C. PERMITS NIAY BE REQUIRED- b. Is this property within 300 feet of a tidal ,vetland" * 1'ES NO__�( * IF YES, D.E-C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines- 1 If elevation at any point on property-is at 10 feet or below, must provide ide topographical data on survey. STATE OF NFW PORK) SS: COUNTS"OF S f--F:o C) being duly sworn- deposes and says that(s)he is the applicant (Name of indi«dual signing contract) above named. (S)Heisthe �c �rc ���[ C?7Z4e -61� (Contractor. Agent. Corporate Officer, etc.) of said owner or owners, and is duly authorized to perf_rra 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 hno,;vledge and belief; and that the work will be performed in the manner set forth in the application filed therewith- Sw•om to before me this Jj F-� da} of n[� 00 cl NotaryPtiblic �\ Signature of Applicant "dcttrr" Ldfic,State of gest Yoek . :. m a ALL CONSTRUCTION SHALL IL MEET THE REQUIREMENTS OF THE: .0 Y �%se O M CQPES,OF NEW YORK STATE. A P VED AS NOTED SEaON 1315 „ 1 m DATE: 3 B.P. # 3 U m FEE: ® BY: Na 5yo "' NOTIF BUILDING DEPARTMENT AT ri 765-1802 4 P FOR T O�E6510N cn FOLLOWING iNSP�S 1, FOUNDATION - TWO R I ED FOR POURED CON 2. ROUGH - FRAM & PLUMBING COMPLY WI ALL CODES OF 3. INSULATION TE &TOWN CODES m 4. FINAL - TRUCT10N MUST NEW YORK S DITIONS OF ND OQN In BE CO L E FOR C.O. AS RE.�. .IRE TOWNZBA - ALL CO RU TION SHALL MEET THE Ln REO E F THE CODES OF NEW pTOWN pIANNINGBOARD YO $T T RESPONSIBLE FOR V�TTOpII$TEES LR DE G 0 STRUCTION ERRORS. SECTION CC .. NV.s,DEC DE Z 0 FLOOD ZONE a. COMPLY WITH CHAP T "46" RISI=N IHDU5TR1E5 g SOUTH DAMAGE PREVENTION OCCUPANCY OR T''CrL T�p��pL�ON LF) SOUTHOLD TOWN CODE. USE IS UNLAWFUL D JOSEPH EISCHEITI, PE WITHOUT CERTIFICATE PR-OFESSIONAL ENGINEER uj ZOF OCCUPANCY 1725.1-10BART RD / PO BOX 616 90L)THOLD, NY 11971 631-765-2954 o u- a M M N ti M m G N m M 0. Ul N To curom �g 01 M m I ODa Lo p NEW In sc �� 'r •�� as LL 12 roa, 0525°�rL� a MOTHEISWI DEPTH ECTIK)" CC �FEss►ON� Cc U GME RISEN INDUSTRiE6 Nz5" LAMNON PETAL a LU 89M a NO F N ca _z JOSEPH F4SCHETTI, PE z 'a PROFESSIONAL ENGINEER N *� -1725 HOBART RD / PO BOX 6.16 xu SOUTHOLD, NV '11971 &0-766-2954 a IL Y, M 6�TlON ®S m 5ECilON M ur x u+�neE VOLT m � DO x a Gx^Mn 11 N ?SreAdte1M / im m ruaw �OMCE U.Kq= runow eTW m M �pF NE Iy Y p �FtSQy�. Q 0 SECION CC i,men u+reierw.e►ux . & ._ C3 easy K a w wa w C moo• 0525�� W x 4 Vr CM AGe DOLT 8 K N 6A9e"o FfiSS10NP z 0 0 0 MEN INDUSMI 5 0 `' 25"SEC170NAL DETAIL N SCALE = NONE w cn JOSEPH FISCHETTN, FSE' i PROFESSIONAL ENGIl EER z 1725 HOy q RD/ Po BOX 616uw SC3LI' OLD. NY 11971 Li ' 1 Ai;5-1954 0 w 9 � a E a M SEC rON DO N M Imo/ CD hop%2Ww .�- am rm mm r mam aouFl m m _ - w ,mum ire state �pF NE4y Y SCH�c�f0� � • t w i . OD IIsr W C x MO. 05ID 2`��Q pFESS% 0 z x LL JOSEPH FISCHETTI, PE PROFESSIONAL ENGINEER 0 1725 HOBART RD/PO BOX 616 SOUTHOLD, NY 11,971 d 531-765-29:54 a u W K15EN INDUOTRIE5 N TYPICAL 25' MI72 RAFTER SECTION SCALE m PROPOKfS013AL 9 w LL E 0 LL BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. The structure under this contract has been designed and detailed for �L yP11 1 STEEL ��L�11 r �� the loads and conditions stipulated in the contract olid shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil or structural engineer. The manufacturer will assume no responsibility for DESIGN LOADING DRAWING INDEX any loads not indicated. Thi: structure is designed utilizing the loads indicated and applied by the This manufactured building is designed with the manufacturer's standard design NEW YORK STATE 2002 CS-1 Drawings Cover. Sheet practices which are based on pertinent procedures and recommendations It is the contractor's responsibility to confirm that these loads CS-2 Fastener Schedule of the following organizations and codes comply with the requirements of the local building department. —American Institute of Steel Construction '"Specification for the design E1 Anchor Bolt Plan fabrication and erection of structural steel for buildings" 9th edition. Specific loads : (See structural calculations and foundation reactions"' I E2 Anchor Bolt Details & Notes —American Iron and Steel Institute "Specification for the design of cold formed steel structural members". 1996 edition. 20 PSF Live Load E,3 Rigid Frame Elevation —American Welding Society "Structural Welding Code" AWS D1.1 -98 Chapter 2 relating to LL Reduction Allowed ❑ Yes X No E4 SldeWall Framing g prequalified complete joint penetration groove welds and chapter 8 part B relation to allowable stresses. 45 PSF Ground Snow Load I E5 End Wall Framing —Metal Building Manufacturers Association "Specification for the design 1-0 Thermal Factor (Ct) E6 Roof Framing fabrication and erection of the structural system" most current edition. 0.9 Snow Exposure Factor (Ce) Material properties of steel plate and sheet used in fabrication of 120 MPH Wind Load Exposure C E7 Sid walll Sheeting Primary rigid frames and all primary structural framingmembers P (If applicable) E8 EndWpll Sheeting cold—formed sections) conform to ASTM A-529 or A-570 or A-572 all twith ahan 2.2 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, Etc.) minimum yield point of 60 KSI. E9 Detail Drawings Material properties of cold formed light O PSF Collateral Load g gage steel members conform to the ONE E10 Detail Drawings requirements of ASTM A-570, with a minimum yield paint of 60 KSI. Use Category ( Iw= 1.0 Is= 1.0 Ie= 1.0 ) E11 High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA Detail Drawings A-325 and are designed as bearing type connections with threads included in the shear plane. Tightening of these bolts is recommended by the h se Drawings are for Turn—of—the—nut method, per "AISC Specification for Structural Joints." 1 ) Mapped Spectral Acceleration for Short Period, Ss 0.25 � Consfruefion All primary structural members except bolts and fasteners shall receive one 2) Site Coefficient, Fa 1.60 ❑ Not for Construction coat of Iron Oxide inhibitive primer. ❑ Permit Only Shop and field inspections and associated fees are the responsibility of the 3) Seismic Use Group = Group I rrnoo , unless stipulated otherwise, 4) Seismic Design Category = B ❑ Approval CONTRACTOR RESPONSIBILITIES ❑ Other 5) Soil Class = D * Approval orders muss be released ctor must secure all required approvals and permits from the 6) Basic Structural System and Seismic Resisting System for fabrication within thirty (30) agency as required. Ordinary Moment Frame of Steel calendar days after the submittal f the manufacturer's drawings and calculations indicate that 7) Frames: R = 4.0 drawings are issued or they will be cturer has correctly interpreted and applied the requirements _ Cd = 3_5 subject to any current price increases.ntract drawings and c 8) Cables: R = 5.0 Cd = 4.5 Special attention should be given in 9 specifications. (Sec. 4.2.1 AISC Code of approving dimensions and/or' details. Standard Practice, 9th edition.) 9) Analysis Procedure = Equivalent Lateral Force Where discrepancies exist between the manufacturer's structural steel plans Please verifyy requested dimensions by and the plans for other trades, the structural steel plans shall govern. indicating (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) DSN: JMD WN: SRM REV: Design considerations of any materials in the structure which are not DET:. JSR CHK: MM REVISIONS DRAWINGS COVER SHEET furnished by the manufacturer, are the responsibility of the contractor and <, engineers other than the manufacturer's engineering, unless specifically indicated. NO. DATE CUSTOMER The contractor is responsible for all erection of steel and associated work Engineering Seal ��® Po��, Y DAVID ROSE PERENNIALS INC n compliance with the manufacturer's "For Construction" drawings. MATTITUCK, NY Temporary supports, such as guys, braces, flashwork or other elements This certification covers ��� ��yhLDC. required for the erection will be determined and furnished and installed by dearts livered byf thtered and �M SUFFOLK COUNTY Ii the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) manufacturer only, and \ aha , „ Itu It is the contractors responsibility to apply or observe all pertinent safety excludes parts such as OLYMPIA STEEL BUILDINGS I rules and regulations, as per OSHA standards as applicable. doors, windows, foundation 0 N �� f design and erection of `o j693� 400 ISLAND AVE. The Contractor is responsible for the verification of all shipments received. the building. Any "external" damage or shortages roust be noted on all copies of the bill MCKEES ROCKS, PA of lading and one copy is to be retained for your records. Failure to do soL I will make it impossible for the factory to honor any claim. NO EXCEPTIONSH' 'y SCALE: DATE: JOB N0: PROFESSIONAL ENGINEER NOT TO SCALE SHT. —1 12/19/03 5646 CS-1 - - - i 0 Dia= 1/2" 7 N Dia= 3/4" 125'-0"OUT-TO-OUT OF STEEL 6 a1 Dia=1" 25•_0•. 25'-0" o ' I o _ R–Bracing X–Bracing =+ n IB ®®TTmm �m 2,_0,. E90 C Cw C E - - E B I C I I I 6nD ®® ®® I AH 2 t� HA 3._0., °L9 D 0 I o WW O O 0 A®® o I16-61D w ®®A E.I .0 0 o � 0 ic X O 9 o y AH p 0 C m m 0 x 0 I ®®A 3._0„ I°J°D H 0 0 aA®® o� a _ 0 I 2,_0„ nr—dD CC C I®B � w ® Ia EF E I BI 0 X-bracing ¢ y X-bracing I a I .. 4'-0" 14'-0" 7'-0" EE 25._0.. 25,_0" 25•_0" 2 3 4 5 6 ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U,N.) BASE NOTCH DETAIL �" STEEL REQUIRED WHEN BASE TRIM LINE IS NOT ORDERED. F.F. BASE FOUNDATION NOTCH ��� OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. WILL REQUIRE THE PERIMETER Cil McKEES ROCKS Slale:PA City:MATTITUCK Slale:NY 1 THE FOUNDATION TO KI Designer:JMD Dale:12/19/03 Orafler:SRM Dole:72/19/03 1 1 1/2" WIDER THAN SHOWN. — — Der: Dale: 2/79/04 Office: CO Job No.: SECTION AT SHEETING NOTCH C hacker: MM MM Dote: 2 (SEE DETAIL TO THE RIGHT.) (TYPICAL EXCEPT AT FRAMED OPENINGS) /23/04 Office: CO 5646 ANCHOR BOLT PLAN Shi. E7 of 11 Dia= 3/4" 81, far DIa= 1/2" NOTES FOR REACTIONS QcoLUMN LINE 9\ Building reactions are based on T the following building data: � ® ® q" � � Width (ft) = 80.0 t O Length (ft) = 125.0 ® 1 4" o I 2 1/2" Eave Height (ft) = 1aa IB.O 1 - L J �/ Roof Slope nse/12 ) 3.0 3.0 2 3 4' Dead Load �psi ) = 2.2 8„ Collateral Load ( sf ) = 0.0 2' 2" - EW Live Load (psi 20,0 ENI Snow Load (psf ) = 28.4 2„ Wind Speed (mph ) = 120.0 Wind Code = NEW YORK STATE 02 See Plan See Plan Exposure = C DETAIL A DETAIL D Closed/Open = Importance - Wind = 100 Dia= 3 4' Dia= 1 2' Importance - Seismic = 1.00 / 65" / Seismic Cecil ,(Fa-Ss) = 0.40 H H w I T 1d Descriptionf V IV _ -- -------------------- FRAME LINE of ® 4" 1 DL+CO+LL ® I D2 1/2" 3 0.6 DL+WR1 RIGID FRAME: ANCHOR BOLTS & BASE PLATES = I 4 4 0.60DL+Ln WndL O2 3/4' 5 0.60DL+Ln WndR 6 DL+CO+FIUNB_LL 1 ________-_____--____________________ F--I-� 7 DL+CO+FIUNB_LL 2 Frm Col Anc. Boit Base Plate (in) Grout 2 2 SW SW 8 0.60DL+WRl+WS Line Line NoD(in) Wid Len Thk (in) 2^ 9 0.6ODL+WP _______-_____-___-___-___-____ 10 O.6DL+W_I+WS 2 ' 1 4 1.000 8.000 12.00 0.500 0.0 1 -U See Plan1 2 * A 4 1,000 8.000 12.00 0.500 0.0 DETAIL B DETAIL E Dia= I" I 8' GENERAL NOTES 2 * Frame lines: 2 3 4 5 T 1 FOUNDATION RESPONSIBILTY OOFNTHEUAND CSTRCTION RE BUILDING RIGID FRAME: BASIC. COLUMN REACTIONS (k ) o MANUFACTURER. Frame Column ----Dead---- -Collateral- ----Live---- --Wind-Li--- --Wlnd_R1--- --Wind_L2--- ® ® 2. THE BUILDING REACTION DATA, REPORTS THE Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4" LOADS WHICH THIS BUILDING PLACES ON THE 2 * 1 2.23 4.18 0.00 0.00 17.61 29.70 -16.36 -25,69 -7.17 -20.35 -12.80 -15.26 _ 1 ._ FOUNDATION. 2 * A -2.23 4.18 0.00 0.00 -17.61 29.70 7.17 -20.35 16.36 -25.69 3.61 -9.92 3. COLUMN BASE PLATES ARE DESIGNED NOT TO Frame Column --Wind-R2--- -Seismic-L-- -Seismic-R-- --Ln Wind_L-- --Ln Wind-R-- -F1UNB_I_L 1- SW 2'f'' '2" EXCEED A BEARING PRESSURE OF 1050 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert POUNDS PER SQUARE INCH. 2 * 1 -3.61 -9.92 -0,31 -0.13 0.31 0.13 -6.47 -26.11 -8.76 -22.70 19.57 19:82 2 * A 12.80 -15.26 -0.31 0.13 0.31 -0.13 13,78 -22.70 6,47 -26.11 -19.57 42.83 See Pion 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR Frame Column -F1UNB_LL 2- EQUAL IN ORDER TO CONFORM TO THE BUILDING DETAIL C MANUFACTURER. DESIGN ASSUMPTIONS BASED Line Line Horiz Vert ON THE ALLOWABLE STRESSES GIVEN IN THE 2 * 1 19.57 42.83 DIa= 1/2" AISC MANUAL OF STEEL CONSTRUCTION. 2 * A -19.57 19.82 3 �3., 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, 2 " Frame lines: 2 3 4 5 I ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE TO BE DESIGNED BY OTHERS. F- 1 E __ ENDWALL COLUMN REACTIONS(k ) 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE 2 1 2" - I� 2 1 2" FINISHED SURFACE IO BE SI UNLESS OTHERWISE / 00 � / NOTED 6Y FOUNDATION DESIGNER. MAXIMUM VERTICAL DL+CO+LL = 11.2 2 3 4' O I 1 O 2 3 4�" 7, ANCHOR BOLTS SHALL BE ACCURATELY SET TO MAXIMUM VERTICAL DL+WL =-14.4 / L L J / MAXIMUM HORIZONTAL DL+WL = 8.0 A TOLERANCE OF +/- 1/B" IN ELEVATION AND LOCATION. " 6. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL BRACING REACTIONS, PANEL SHEAR 2" 2 �,-4„ REQUIRE THE SIDEWALL COLUMN BASES TO BE SET BACK FROM SIDEWALL STEEL LINE BY THE } Reactions (k ) Panel DEPTH OF THE GIRT SYSTEM (13" or 10"). ---Wall-- Cot --Wind----Seismic- Shear DETAIL AT FIELD LOCATED FRAMED OPENING THIS MAY REQUIRE THE SIDEWALL FOOTINGS Loc Line Line Horz Vert Harz vert (Ib/ft) TO INCREASE IN DEPTH. ___________--_______________ ______ 9. MINOR FIELD WORK OF STRUCTURAL, SECONDARY L_EW 1 E 2.8 3.5 1.0 1.2 AND PANEL/TRIM ITEMS MAY BE NECESSAR'r TO C 2.B 3.5 1.0 1.2 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED F-SW A 1 ,2 5.9 3.8 1.4 0.9 A NORMAL PART OF METAL BUILDING ERECTION. 5 ,6 5.9 3.8 1.4 0.9 WE WILL NOT HONOR BACKCHARGES FOR MINOR R-EW 6 D 2.8 4.0 1.0 1.4 FIELD WORK. F 2.8 4.0 1.0 1.4 B-SW 1 6 ,5 5.9 3.6 1.4 0.9 2 ,1 5.9 3.8 1.4 0.9 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. City; McKEES ROCKS I SIa1e:PA City:MATTITUCK Staie:NY Designer:JMD Dale:12/19/03 Drafter:SRM Dale:12/19/03 Delailer: JSR Date: 2/19/04 0lfice; CO Job No.: Checker: MM Dale: 2/23/04 Office: CO 5646 ANCHOR BOLT DETAILS & NOTES Shf. E2 at 11 Dia= 3/4' 6„ •Pa, Dia= 1/2" NOTES FOR REACTIONS Q T_ COLUMN LINE F 3" r - T - � Buildingg reactions are based on o ® ® � the to wing building data: 4" F Width (It) - 80.0 ® _ 1 Length Heift)ght 125.0 8.0/1 4" 0 2 1/2" Eove Height ((L) = 18.0 18.0 - - O Roof Slope rise/12 ) = 3.0/3.0 2 3/4" Dead Load (psf ) 2.2 ± B" L J Collateral Load ( sf ) = 0.0 Live Load (psf = 20.0 EW 2 2 EW Snow Load ( sf ) = 28.4 2" Wind Speed mph ) = 120.0 See Plan See Plan Wind Code = NEW YORK STATE 02 Exposure = C _ DETAIL A DETAIL D Impotanncn e - Wind = 1.00 Dia= 3/4" Dia= 1/2" Importance - Seismic = 1,00 6" Seismic Coetf (Fa*Ss) = 0.40 3 � H � ,,.., i H I w 3,,. � F - d Description IV IV o 4" ILL I ----- ------------- FRAME LINE ® O 2 0.60DL+WL1 I - - 4" i 2 1/2" 3 0.6ODL+WR1 RIGID FRAME' ANCHOR BOLTS & BASE PLATES 4 0.60DL+Ln WndL 2 3/4' 5 0.60DL+Ln WndR I 6 DL+CO+FIUNB_LL 1 ---------------------------------- II 2" 2' SW L 7 DL+CO+FIUNB_LL 2 Firm Col Anc, Boll Base Plate (in) Grout B 0.60DL+WRI+WS Line Line NoD(in) Wid Len Thk (in) 2" 9 O.60DL+WP _______-_____-___-___-___-____ k �^_ Plan 10 0.60DL+WL1+WS 2 * 1 4 1.000 8.000 12.00 0.500 0.0 __? 1 DETAIL B DETAIL E 2 * A 4 1.000 8.000 12.00 0.500 0.0 Dia= 1" r8 P, GENERAL NOTES 2 * Frame lines: 2 3 4 5 e 1. FOUNDATION DESIGN AND CONSTRUCTION ARE T NOT THE RESPONSIBILITY OF THE BUILDING RIGID FRAME: BASIC COLUMN REACTIONS (k ) 0 ® 1 ® 4., MANUFACTURER. ' I � Frame Column ----Dead---- -Collateral- ----Live---- --Wind_L1--- --Wind_Ri--- --Wind_L2--- ® 9 2. THE BUILDING REACTION DATA, REPORTS THE Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4" LOADS WHICH THIS BUILDING PLACES ON THE 2 * 1 2.23 4.18 0.00 0,00 17.61 29.70 -16.36 -25.69 -7.17 -20.35 -12.80 -15.26 - - FOUNDATION. 2 * A -2.23 4.16 0.00 0.00 -17.61 29.70 7.17 -20.35 16.36 -25.69 3.61 -9.92 B" 3. COLUMN BASE PLATES ARE DESIGNED NOT TO Frame Column --Wind-R2--- -Seismic_L-- -Seismic-R-- --LnWind-L-- --LnWind-R-- -F1UNB_LL 1- !� SW PP 2 EXCEED A BEARING PRESSURE OF 10:10 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert POUNDS PER SQUARE INCH. 2 * 1 -3.61 -9.92 -0.31 -0.13 0.31 0.13 -6.47 =26.11 -8.78 -22.70 19.57 19:82 2 * A 12.60 -15.26 -0.31 0.13 0.31 -0.13 8.78 -22.70 6.47 -26.11 -19.57 42.83 See Plan 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO THE BUILDING Frame Column -F1UNB-LL 2- DETAIL C MANUFACTURER. DESIGN ASSUMPTIONS BASED Line Line Horiz Vert ON THE ALLOWABLE STRESSES GIVEN IN THE 2 * 1 19.57 42.83 Dio= 1/2" AISC MANUAL OF STEEL CONSTRUCTION. 2 * A -19.57 19.82 h. -3 y 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, 2 * Frame lines: 2 3 4 5 ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE TO BE DESIGNED BY OTHERS. r � E � ENDWALL COLUMN REACTIONS(k ) 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE 2 1/ 2" - 110 2 1/2" FINISHED SURFACE TO BE 3" UNLESS OTHERWISE 110 ro 1 O NOTED BY FOUNDATION DESIGNER. MAXIMUM VERTICAL DL+CO+LL = 11.2 2 3 2 3/4" 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO MAXIMUM VERTICAL DL+WL =-14.4 L J A TOLERANCE OF +/- 1/B" IN ELEVATION MAXIMUM HORIZONTAL DL+WL = 6.0 AND LOCATION. 2" 8. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL BRACING REACTIONS, PANEL SHEAR REQUIRE THE SIDEWALL COLUMN BASES TO BE 4" SET BACK FROM SIDEWALL STEEL LINE BY THE t Reactions (k ) Panel DEPTH OF THE GIRT SYSTEM (8" or 10'). --Wall-- Col --Wind----Seismic- Shear DETAIL AT FIELD LOCATED FRAMED OPENING THIS MAY REQUIRE THE SIDEWALL FOOTINGS Loc Line Line Harz Vert Harz Vert (Ib/fl) TO INCREASE IN DEPTH. _________ 9. MINOR FIELD WORK OF STRUCTURAL, SECONDARY L_EW 1 E 2.8 3.5 1.0 1.2 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO C 2.8 3.5 1.0 1.2 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED F-SW A 1 ,2 5.9 3.8 1.4 0.9 A NORMAL PART OF METAL BUILDING ERECTION, 5 ,6 5.9 3.8 1.4 0.9 WE WILL NOT HONOR BACKCHARGES FOR MINOR R-EW 6 D 28 4,0 1.0 1.4 FIELD WORK. F 2.8 4.0 1.0 1.4 B-SW 1 6 ,5 5.9 3.8 1.4 0.9 2 ,1 5.9 3.8 1.4 0.9 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. City:McKEES ROCKS Siale:PA City:MATTITUCK Stale:NY Designer:JMD Date:12/19/03 Drafter:SRM Dale:12/19/03 Delailer; JSR Date: 2/19/04 Office: CO Job No.: Checker: MM Date; 2/23/04 Office: CO 5646 ANCHOR BOLT DETAILS & NOTES Sht. E2 of 11 SPLICE BOLTS MEMBER SIZE TABLE Splice To Of Plate Bottom Of ate PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE P p START END THICK LENGTH W x T x LEN W x T x LEN Mark Ont T Dia Len Ont Typ Gia Len RFI-1 11.0/34.0 0.219 17'-11" 6 x 1/4" x 1T-4 3/4" 6 x 1/2" x 14'-11 5/16" Sp- 1 6 A325 1.000 3.25 4 A325 1.000 3.25 x 3/8" x 38'-2 3/4" 6 x 3/8" x 18'-3 3/16" R��` fl x 1/2" x 2'-9 7/8" Sp- 2 4 A325 0.625 2.00 4 A325 O.E2S 2.00 RF1-2 34.0/21.0 0.250 18'-2 13/16" 6 O c ) (1)= �I/� �� ,fes_ 9_I 1/` 7„ RF1-3 34.0/21.0 0.250 18'-2113/166'„ 6 x 3/8" x 38'-2 3/4" 6 x 3/86 x 18-5 1/4" `� x 19 -3 3/16" FLANGE BRACE.,: Both Sides(U.N.) �� T" 7" 21.0/27.0 0.188 19'-11 15/16 6 x 5/18" x 19'-5 1/4" ' FBxxB 1 : xx=length(in 1 -one side ol EB-2 8x3OD15 2'-4 7/8' 6 - L3X3X3/116 W/ 1/2"0 x 1 3/4"A325 Bolts 1 GMS 1J R�� 5'".MI 17_0,. SLtuG � 1.,111) H7 24'_ p 18' , .8 2 2 8 1/2.. 2 d e P1mn 4" 5 y r, 1�2i galvalon' % 5�� gg42B FB426 Sp® 3''4" 1/2..2.6 GO 3 X4',6 1 2 �'�1�' \ F _ i' F qjB 1 J 2q'_8 4 e IP1a�n _ SP® 3 70 7/1 1�.' 4 FBi�� FB3�B 7 R Golvalarn ` _ 6.. 5 112„ ,r 26 Ga. PO B 11 16 Fg36,,35 _ - u FB3&.3B 3_8 71 'i6, z3.. ,,1; 916 3 .� ���' 4 m AFi- FS, 3,8 9/16.. 3" 2 FB4QB / RF1-2 ®MINE 53 RFI_3 Ca LINE S.3 & 4 �m vBB 0 3�8'� 4T. C ' RFA-3 v =0�3C 1 _0 3/8" of n I n I Z o "� a< Z I w m . _ J o m � Nu �? o I Fi ro Q w Oi vI� �U I m I m I � I � 8 72'-10 12" CLEAR +/- " 0 2'-10 3/4"2'-10 3/4" f 80'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION A FOR FRAME LINE 2 3 4 5 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: City:McKEES ROCKS Stote:PA City;MATTITUCH State:NY Designer:JMD Date;12/19/03 Drafler:SRM Dole:12/19/03 MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: JSR Oate; 2/19/04 Office; CO .Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: MM Date: 2/23/04 Office: CO 5646 A NORMAL PART OF METAL BUILDING ERECTION, WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. _ _ ___ �_ _ _ RIGID FRAME ELEVATION sm. E3 of 11 MEMBER TABLE FRAME LINE A & I MARK PART LENGTH DJ-2 8x25C16 14 -7 112" 1 DJ-4 8x25C15 7'-1 112" 125'-0" OUI-TO-OLIT OF STEEL 6 DH-2 8x25C16 13'-11 1/2" 2 T-, 3 DH-3 8x25C16 3'-3 1/2" 0" 4 5 E-1 8x30El6 23'-3" 25 -0 25'-0" 25,_0„ 25'-0' -- — — 1'-0" E-2 8x30E16 24'-3" E-9 8x30El6 1'-7" 'Eave Extension G-21 8x25Z13 26'-11 1/2" E-9- - - - - E-1 - - - - - - - - - - - - E- 1 - - - - - - 2_ - - - -- E G-22 8x25Z14 26 -0'' 1/2" - - __ - - - - __ �_? - - - - - - _ - _ - - -E 9 G-23 8x25Z15 29'-0" — -- � - G-24 8x25214 29'-0" Fv G-25 �6 G-26 3'-0" G-25 8x25Z16 29'-0" G-22 -- G-2`. - 2 a 2 G-34 G-26 8x25Z15 30'-7 1/2" Hi DH-2 m G-27 8x25Z16 / \ . 30'-7" 1/2 " G-21 -31 D G-29 8%25212 8'-7 1/2"G-23 G_27 G ,33 G-28 8x25Z15 29 -0 O m b G-30 8x25Z13 8'-7 1/2" G-24 - 1 1 G-31 8x25715 8'-7 1/2" m G-21 G_26 o G-30 G-33 w n co /.,, ® _ G-32 8x25212 26'-11 1/2" a/ &' a N g C� ° G-33 Sx25713 26'-11 1/2" Cf� G_21 G-23 G-29 G y G-34 8x25Z14 26'-ll 1/2" / _ G-26 d o G-3 ,, C2J - -- : G-35 8x25212 26'-11 1/2" 0 �\ Efi / m G-36 8x25Z12 8'-7 1/2" - _ - - -BA- - - — - - _ FF G-37 8x25Z13 8'-7 1/2" I - - - - - - - - I- - - -- - - - - - - - - - - - - - - --I '� / - - - - - - - - - - - - I G-38 8x25214 8'-7 112" EC-1 RFI-1 RF1-1 RFI-iRF7-i EC-1 G-39 8x25Z16 29'-0" G-40 8x25Z15 30'-7.,1/2" 14'-0" 1 7'-0" CB-4 0.50-CBL 26'-7 I4'-0" " CB-5 0.50 CBL 26'-3" GIRT 2•_0^0 2•_0• Z,_0.. 2:_0.. LAPS - 2 ' —Z 2-0^ o^ SIDEWALL FRAMING: FRAME LINE A CONN CTION PLATES FRAME LINE A &1, E7 ID MARK rF-ART - 1 CL002. 2 CL020 3 CL025 6 125-0" OUT-TO-OUT OF STEEL 1 FLANGE BRACE TABBH . 5 4 3 2 FRAME LINE A & I. 25'-0" 25'-0" 25'-0" 25'-0" 25'-0' SID MARK LENGTH' — — -- --- -- 1'—G" 1 830.8 2 -6' 3 '4 — — Eove Extension — - E-9- - = - - E=7 - - - - - - - - - - - E- - - -- - - - 12 E-2 - - — — — — — — --E—� - - - - - - - - - - - -F—� - - - - -E-9 -- �a G-25 3,_0" G-22 z G-39 i 2 G-25 G-34 DH-2 O 77 �, G-21 G-38 Ls / 2 M7 G-40 G-24 G-33 m '� 1 2 T-6' GIRT �l7 G-'Li �G-37 F o u CL021 -CLO25 CLO 25jFCL020 G-40 G-23 G-33 / \ m n co of DH-3 m K2 G� ems' G-36 G 23 G�� �q I F v v �-=_ ci o _ G-4U G-33 .meq\ w CL020� FCLO20 BA \ �' ! FIELD CUT GIRT - - - - - - - - - - - - AS RED'➢ EC-1 RF7-1 RF1-1 RFI-1 RF1-1 EC-1 VB41 cLa02� LCLoo2 L7'-0" 14'-0" -14'-0" 3'-4-3'-4' j GIR c - T-0^, 2_7 0 '2'-0' 2'-0"1_ FRAMING REWD� FOR 3'x7' FRAMED iYl LAPS Z•_0^ 2•_0• 2_0^ 2._0^ OPENING FOR WALKDDDR S4 REO'D.7 SIDEWALL FRAMING: FRAME LINE I OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: CNy:McKEES ROCKS SIa1e;PA City;MATTITUCK Slale:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Date:12/19/03 Drafter:SRM Daie:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer: JSR Date: 2/19/04 Office: CO Jab No.•. A NORMAL PART OF METAL BUILDING ERECTION. Checker: MM Daie; 2/23/04 Office: CO 5646 WE WILL NOT HONOR BACHCHARGES FOR MINOR - — - — — -- — — — - FIELD woRl<. SIDEWALL FRAMING snt. Ea of 11 BOLT TABLE: FRAME LINE 1 & 6 BO'-o" OUT-TO-OUT OF STEEL A) LOCATION QUAN TYPE DIA LEN ER-1-ER-2 B A325 5 B 2 G) E) C '20'-0" 20'-0" ER-2-ER-2 6 A325 5/8" 2" 20'-0" 'ER-2—ER-1 B A325 5/6" 2" ER-3—ER-4 8 A325 5/8" 2" 3 ER-4—ER-4 8 A325 5/B" 2" 2 RA 12 ER-4-ER-3 b A325 5/8" 2" I EC-1 4 A3251/2 1 3/4" Columns UN B A325 1 2" 1 3 4" 9 5R�1 SR-1 MEMBER TABLE z ®, G-7 _ 5 FRAME LINE 1 & 6 1 - - MARK PART LENGTH �+ 1 , SR-2 E'- ' ' G-3 G-6 CR i SR r' Y r, EB-? Wx20D415 16'410 �16" 1 EB_L �4l G-6 G-12 EB_Z _2 W12541 _ o 1 o EC-3 W12641 26'-4 7/16" I' EG-4 W12541 21'-4 7/16" I a11 e G-2 G-5 m G-9 G-11 v EC-5 W12541 20'-4 7/16" + + + + s - EC-6 W72541 24'-4 7/16" m DR-1 I OH-1 DH-1 m ER-1 W10541 17'-9 3/B" M G-1 c-4 m G-8 G-13 I ; ER-2 W10541 23'-5 3/8" _ h� 91 Ej R ER-3 W10531 19'-7 15/16„ G% n& a, ER-4 W10531 21'-6 7 8” mkG-1 c-4 . G-13 SR-1 Bx25C16 3'-9 9/15" o o 0 b SR-2 8x25C16 3'-8 3/16" All o o ° m DJ-1 1Ox25C15 14'-7 1/2" G-1 G-a G-a f G-13 DH-1 1Ox25C15 13'-11 1/2" DJ-5 10x25C15 14'-7 1/2" ILE G-2 Bx25Z14 20'11 1/2' F BA G-3 8x25Z16 14'-3 1 " H , - - - - - - -1�I=® ® 1 - - - - - — c ] I - - - - - - - - - - - I J - - - - - - �H G-4 8x25Z16 5,-3„ EC-1 EC-2 EC-3 EC-4 EC-1 G-5 8x25Z15 22'-0" 3 0 14'-0' 3 0 3 0 14'-U' 3 0 G-6 8x25Z16 22'-0" I'-o"—I "1 " „I ,. 3._p" 14,_0.. 3,_p..l 4--1._p„ G-7 Bx25Z14 19'-3 1/7, •-I 1 G-B 8x25Z16 25'-3' GIRT1'-� � V-0" 1'-0'I G-9 Bx25Z15 22'-0" LAPS 11•_0^ -0" T-0^ G-10 Bx25Z14 19'-3 1/2" ENDWALL FRAMING: FRAME LINE 1 G-11 8x25Z15 20'-11 1/z G-12 Bx25Z16 14'-3 1 , 2" G-13 Bx25Z16 2'-7" G-14 8x25Z16 16 -11 1/2" G-15 8x25Z16 10'-3 1/2 A 80'-0" OUT-TO-OUT OF STEEL I - G-16 8x25Z16 1B'-0' G-17 8x25Z16 11'-3 1/2 B D) F H G-18 8x25Z16 11'-3 1/2, 16'-0 16'-C" 16'-0" 16'-0" 16'-0" G-19 8x25Z16 16'-11 1/2 G-20 8x25Z16 10 -3 1/2" �3^ CB-1 0.38-CBL 26'-1' 12 RA� CB-2 0.38-CBL 30'-2" 12 CB-3 0.38 CBL 26'-3" I ` _ 2 FLANGE BRACE TABLE (A3 ER_a ER-4 FRAME LINE 1 & 6 5R-1 '�SS� i - i SR-1 OID MARK LENGTH ID- G_17 c-16 G-ie 1 FB29.8 2 -5 5/4 m ER 3 I — _ ER-3 R- 0, 2 FB30.B 2'-6 3/4" EB 2 SR.2 F9 p_I6 G-16 m G-16 ` 5_�15J ' gX in CONNECTION PLATES b G-15 G-20 b FRAME LINE: 1 & 6 ❑ID MARK PART m I� G-14 m G-16 CLO81 G-i6 `� G-16 G-19 I m 2 CLO83 r 3 SCL-3 I 4 CI-020 G-14 m G-I6 1w G-16 m G-16 G-19 r{ 5CL002 25 I I r' 4 �� G-14 m G_16 15 G-16 `? m G-16 NZ7 G-19 i7 m I m to G-14 G_16 G-16 G_16 G-19 a n o+ m BA n EC-1 EC-5 EC-6 EC-6 EC-5 EC-1 IRT 1 -pG PS 1 +_p^ 1 +_p^ 1 I''_011 1 'L''-p" 1 -0 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: ENDWALL FRAMING: FRAME LINE G Cily:McKEES ROCKS Slate:PA Cliy:MATTITUCK Slale:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Dale:12/19/03 Drafler:SRM Dale:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Delaller: JSR Date: 2/19/04 Oitice: CO Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker; MM Dale: 2/23/04 Office: CO 5646 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Sht. E5 of 11 SPECIAL BOLTS O ID DUAN TYPE DIA LEN WASH 1 6 1 2 A325 12 1 3 4 0 125'-0" OUT-TO-OUT OF STEEL 2 6 A325 1 2" 1 3 4" 0 2 4 5 MEMBER TABLE 1'-0" 25'-0" . 25'-0" 25'-0" 25'-0" 1._D•. MARK PART LENGTH o EB-2 3X5OD15 2 -4 77 8 I EB-2 P-1 Bx25Z12 28'-11 1/2" EB-2 EB-2 EB-2 EB-2 EB-2 E- E-9FDID 2 E-B DID z E-7 DID z DID E-7 DID 2 E-6 DID x P-2 8x25Z12 31'-0" P-3 8x25214 31'-0" tl 9 E-1 0 ®RFi-1 RF1-1 - ® N 4 3' 1„ 1/2" F-2 T ) F-3 ( p) -2 T ) D YP - TP) E- 8x30E16 2 -3 E-2 8x30E16 24'-3"P-1 (T ; I ER-1 I ER-3 I� -N N E-6 8x25216 25'-11" a P-40 '_� �_ E-7 8x25216 24'-11" I I G1 Gg'10 Cs\9 i mm co a E-b 8x25216 25'-11" E-9 Bx3OE16 1'-7" I • wa IG0/Is 1 _ 'tN -tN CB-6 0.50__CBL 27'-7 "" CB-7 0.50-CBL 27'-2" C) CB-8 0.25-CBL 30 -3 0CBL 25'-1CB-9 0.5 _CBLo 25'-5"Of CB-10 0.50RFI-2 RFi-20 RF1-2 R1-3 CB-11 0.38-CBL 27'-2" CB-12 0.25_CBL 23'-4" o I _ I I GP cg N 00Fr v ER-2�1� P6\8 E G 1 m EXTENSION/CANOPY BOLTS II I I I I CB'12 CB-72 I RC Mark Ouan Type Dia Len EB-2 4 A325 0.500 1.75 02 P-4 (TYP) P-3 (TY ) (43)P-2 (Typ) m I Og,12 CB�7 2 I ER-4 N CONNECTION PLATES ER-2 _ ROOF PLAN ro ITR I 0/$ Ce\ I T—m o v 11 IL ;L04 PART L) G S I I I ro �'� 3 SCL-2 a o 1 I RF1-2 RF1-2 RFI-2 RF1-3 GSA CB�77 EI G rt o2 I 0 ER-1Fr ER-3 00m mN II c0,bCB`70 II N N M M I O � A . F-1 6 ®RFI-1 E-2 ® mRF1-1 m m I \© ca E-2 RFI-1 E-2 RF1-1 0 E-I a 3'-0" x ll'-O" E-9 [DID 2 E-6 2 DID E-7 2 DID E-7 (D-[01:[O E-7 2 DID E-b DIL7]E-9 SKY LIGHT (10 REO'D) o EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 ROOF PLAP 3'-0"I 3'-O"� 3'-0" 3'-0" PS-1 strapping ® e'-4" O.C. SHEETING LAP TO' �3' ROOF FRAMING PLAN (1 1/2" x 26Ga, x 250"Typ.) PANELS: 26 Go. PER Galvalume/Plain ROPE SEALS `SKY LIGHT ROOF PANEL eBANDING p . 3iTR300 p12M3/9' �iEK3 SCREVTEK3 SCRCV ERECTOR NOTE: \ BANDING USE TR300 AS BACK-UP FOR BANGINGy14x7/8" (SS) LAP SCREWS AT SKY LIGHT SIDE LAPS. (TYP) OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: RAME RAFTER - City:McKEES ROCKS 51a1e:PA City:MATTITUCK State:NY MINOR FIELD WORK OF STRUCTURAL. SECONDARY G' Des._griu JMO Dgte:12/19/03 Drafler:SRM Daie;12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Deialler; JSR Daie: 2/19/04 Office; CO Job ND.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: MM Dale: 2/23/04 Office: CO 5646 WE WILL NOT HONOR BACKCHARGES FOR MINOR ANTI-ROLL BANDING DETAIL ANTI-ROLL BANDING DETAIL FIELD WORK. ROOF FRAMING Shi. E6 of 11 i 1 a �1 c F TR102L TR061,TR242, R244 TR102R F1 ❑ 9 . 9 o 0 0 .o I a TR041 I S __ __ _ _ __ __ _ _ _ _ _ __ _ __ _ __ __ __ _ __ 6 O _ N _ _ p I I I I I `I I I I I 'I 'I I I 'I 'I .I I I 'I 1 1 ro ro m ao m m m m uo m m m io m m m ao ao m m uo m oo m m ao E oo m oo m m m m m uo 0o I co �--' Trim-1 ~ O O rim_39 O O I m � Ta I 4 TRO01 0 19'-11 1/4" 2 TRO01 @i 16'-1 1/2° 1'—P0" LA SIDEWALL SHEETING & TRIM: FRAME LINE A TR04I e 3'-7• PANELS: 26 Go. R — Light Slone N N m 1 Qu 0 0 v a 0 0 K CY p F r C TRIM DETAIL LAYOUT �1 FOR 3'x7' WALKDOOR E ( l REO'D) TR102L❑ TR061,TR242 TR244 ElTR102R 0 0 0 0 . I I I I a a a a TRD41 N i .I .I I I I co m m m m co m co m m Z lo W m m m 'co m m m m m m m m ea W m m W m d m co W co m I m Of a o p p I m_39 a 0 ~ ~ Ta I � I 2 TRO01 O 16'-1 1/2" 4 TRO01 ® 19'-11 1/4" SIDEWALL SHEETING & TRIM: FRAME LINE I LAP PANELS: 26 Ga. P, — Light Stone OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: City:McKEES ROCKS .Siale:PA City:MATTITUCK I Stule:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer;JMD Dote:12/19/03 Draller.SRM Data:12/19/03 I AND PANEL/TRIM ITEMS MAY BE NECESSARY TO p ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Delailer; JSR Date: 2/19/04 Office: C11 Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: MM Dale: 2/23/04 office: CO 5646 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL SHEETING Sht. Ei of 11 E TR2B2 E� TR101L I E ,KORO 1R2`-,0. ZR25 O _ TRpBp' TR25p TR252 oI — p � O i •i m � N � � r I_ O = _ N r• r` l0 I TR041 TR041 N N r' io 'I d' TR041 N U �. N N N � � p I N N N I n m Trim_1� E m O O U O O r O 0 O d d d d O O O O O O 1 TROOO 3'-0" 1 TR0011 6'-0" ,LAP 2 TF001 ® 13'-1 1/2" 1 TFOOO 3'-0" ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R — Light Stone E DECA E TR1L 01 0 rRoep TR250' ETRpeO "(Rz50 1R252 I TR252 I _ 0 . 1 _o _ _ O_ N ^ I N N N N N N N N N N N N r O O O -I m m N N N N QI a) I I T3 4 TR001 @ 20'-2 1/4" -I I- LAP ENDWALL SHEETING & TRIM: FRAME LINE 6 PANELS: 26 Go. R — Light Stone OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: City:McKEES ROCKS Slale;PA City:MATTITUCK Slate:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JMD Data:12/19/03 Drafter;SRM Dale:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Delailer: JSR Date; 2/19/04 Office: CO Joh No.: A NORMAL PART OF METAL BUILDING ERECTION, Checker: MM Date: 2/23/04 office: CO 5646 WE WILL NOT HONOR BACKCHARGES -FOR MINOR FIELD WORK. ENDWALL SHEETING Sht. EB of 11 N T (2) J12 M I I/4' I'-10 1 PURLIN �SIDEWpLL GIFT (—/2 2- W/ b' PURLIN 5.0.5. (IF 53 REV.j1/4- j4 4- W/10' PURLIN �PORLIN (IF FEO'OENDWALL CC4_U1AN IIFIANCE BRACE - - I/2'0 v " 1/2'm N 1 I/4' FLANGE O (IF REO'0) CL002 RA F0 a1 I/T0 N I I/4' A307 BOA307 BOLTS BRACE " OOCR JAMBI A307 BOLTS (TYP.)(U. (TYp)(U.N.) (IF REO'D.)CLI53 �( )( .N.) 2 o RIGID R COL...••VVVVV000CC 2' W B' DIRT CORNER COLUMNOFRED�1 o + w Tc cwT \ i I1 .a (2) 1/2'm 1 ANCRUR BOLTS 1/Y _ EARCLOBI (N.S — RR _ _ _ _ 11ClOe3 F.S.F.S2 1/2p A307 FIN NECF BO LTS 4' O 8 OI RANG GIRT _ _ BNACEEBEYQVD — (IF REObJ ENDWALL R7FV(B) 1/2'm 13/4' - - - - - - - - - - - - - - - - - IGIRT p5UFE0bA325 BOLT`S " fII�(B) 1/2"0 % 1 ]/4' CLOG] [LOBI I ENDWAUL GIFTS O_ _ _ LII I I O 11 A325 BOLTS I - - - - - - - - - - - - - - -DWALL y{ ENDWALL COLUMN I �[Y CNGIRT iv r (SINGLE CFL, DOUBLE CEE, EIJDWALL COLUMN I SEC ENDWALL ELEV._ SEE ENDWALL ELFV. �-I I/2'0 M 1•1/4+ GIRT DEPhI 2' OR WELLED MEMBER) ((SINGIE CEF. DOUBLE CEE r" "1 A307 BOLTS ON WELDED MEMBER) (TYP,) " A3 COLUMN TO ENDWALL RAFTER 1"2 ENDWALL COLUMN TO ENDWALL RAFTER \-9/ ENDWALL COLUMN GIRT CONNECTION 01B CORNER COLUMN GIRT CONNECTION EB DOOR JAMB BASE SECTION 1/2'0 . 1 1/4' PURLIN A307 BOLTS SEE ROOF PLAN SEE ROOF ' 1 FLANGE (TYP.) (U.N.) RIGID FRAMES BRACE 13D7 % 1 I/9 PURLIN SEE DRAWINGS COLUMN (IF FEObJ A3D7 BUNTS 2' W/ B' PURLIN ENDWALL (TYP.)(O.N.) 1/2"0 . 1 1/4' 4- W/10' PURLIN 2' W/ B' GIRT RAFTER A307 BOLTS (TYP.) (U.N.) I GIRT 4- W/ 10' GIRT — NRIGID �AME OI _(IF REO'D.) 1 - -CLI53 o O O 0 0 l 0O (IF REO'0.) _ _ _ _ _ _ 1 O O O I A325/BOLTS W3 4'_ ENDWALL 1 SINGLE CEE RW/RAFTER SIN LEC1/2' x 1 3 41/2"0 v 1 1/4' SEE ENOWALL DRAWING A325 BOLTS W// A307,BOLTS FOR BOLT DIA ANO TYPE. ENDWALL RAFTER I ALL OTHER RAFTERS FLANGE (TYP.) (O N) CLOb3BRACE'SEE DRAWINGS I (IF REO'D) IFOR BOLT SIZE. ENDWALL COLUMN - SEE SIDLWALL ELEV. I SEE SIDLWALL ELEV. TYPE, AND QUANTITY (SINGLE CEE, DOUBLE CEE, F� OR WELDED MEMBER) ' F9 INTERMEDIATE ENDWALL RAFTER SPLICE F12 ENDWALL RAFTER PEAK CONNECTION F 9 RAFTER SPLICE AT SURFACE CHANGE G1 FLANGE BRACE AT PURLIN LAP H1 FLANGE BRACE AT GIRT LAP FLANGE RIGID FRAME— BRACE COLUMN COLUMN (IF FEO'D.) (2) 1/2.0 N 1 1/4' A307 FINNECK GIRT BOLTS *NOTE: USE 1/2°0 x 1 3/4" A325 BOLTS AT FLANGE BRACE LOCATIONS. . I 0 t SEE E3 FOR LOCATIONS 1 0 CL020 DOOR JAMB II/2'm . 1 1/4' A307 BOLTS (TYP.) (U.N.) 4-0- I- V-le 1/2' H2) FLANGE BRACE AT GIRT LAP OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. City:McKEES ROCKS Slale;PA City:MATTITUCK I Slale:NY Designer:JMD Date:12/19/03 Drafter:SRM Dale:12/19/03 Delailer: JSR Date; 2/19/04 Office: CO Job No.: Checker: MM Date: 2/23/04 Office; CO 5646 DETAIL DRAWINGS Sht. EB of 11 J MM12 % 1 1/4' S.O.S. #14 % J/8' (SS) (T' (11P)(UIN.)6' O.C.) \ /�-ROPE SEAL \ ROOF PANEL WALL PANEL :ANOPT POPLIN DOOR JAMU-- � �TP042 C 8" JAMB I IR250:W/ - - - _ _ _ _ _ _ _ WALL PANEL M043 0 10' JAMB HEADER- I WALL PANEL 8' PURLINS (IF REQ-0) 15251 W 1/2" CAN1 10' PURLINS I PURLINY ITTP,)(D,N.) 1 1 (IF REO'D) � SIO_% I I/4' S�D,S(WW)2 TR090 1 TRIM TR040 (1•-E' D.C.) ,y12 % 1 1/4' S.D.S. I (WW) d12 N-1 1/4' PURLIN INSIDE S.DS. Y12 N 1 I/2" PA CANOPY CANDY CLOSURE (1'-6' O.C.)(WW) S.D.S,(WW) BANE 2 12 N I 1 9' I RAFTER RAFTER TR042 ® 8' HEADER - I (2) 012 % 1 I/4' 77 // / TRIM TR041 CHANNEL .D.S. (AI TOP m BOTTOM 1 M042 0 10" HEAVER (2) d12 % 1 1/4'. d14 % ]/8" 1 S.D.S. �SLL-1 (IF REO'D) S1111TBOTTOM)P AND S.O.S.(WW) z OF POPLINS k CAVE STRUTS) I / SCL-I SCL-2 (1'-0' O,C.) I n¢ OLTE M252 CLOSURE 1 CORNER R� SCL-2- 1 COLUMN CAVI Iso I VARY) RIGID Peau" T Trim_1) DOOR JAMB TRIM Trim_2 aF °ARP) �'-cot°nie AME HEADER TRIM Trim_36 1'_0" OVERHANG TRIM SECTION m I FUDR PANEL PURMN LAW STRUT 012 N 1 1/2' (SE) CLO40 (N.S. BE F.S.) (NS. h F.S.) J`a 1 S.D.S. (TYP.)(U.N.)5 1/2 #1201 1/2' S.D.S. - - INSIDE CLOSURE _ - - - 1/2'0 • I 3/4' A325 BOLTS ROUF PURUN (TLP.) ( ') w/ ROPE SEAL ® - ENDWgLL RAFTER ICP OF CLOSURE SCL-I(r5/ PANEL RgF1CN I flArD fAgME 1 O ) flAF RR SCL-2(NS) 1 1/2b N I I/4' A307 ELT) 11 O O TRObi (4) 1/2'¢ x 1 I/4' I I /19 N 7/8' S.D.S.f A325 BOLLS 1 (1'-5' O.C.)(WW) RAKE M242 w/B' PURLLNS _ CORNER 14 % ]/8' SA,S. ANGLE I TF243 w/10' PUkUNS CANOPY BEAM I �1'4 X' CC. S'.D, 15244 w/0" PURLINS (00DB1F CEO OR TRIM M020 M245 w/10 PURIJNS WOWED MEMBER) ENDWALL RAFTER N14 % ]/8' d14 N J/a' 1 (DOUBLE LEE OF S D.S. (1•-e' O.C,) S,D,S (I-0' O,C)(WW) WEEDED MEMBER) (m) OUTSIDE CLOSURE 1 4) 1/2'q % 1 3/9' A]25 BOLTS \ d12 N 11/4" - SIDCWALL S.D.S. (1'-fi' O.C.) WALL PANEL CONNER PANEL (WW) 1,_O, COLUMN fi. CANOPY W/ OVERHANG'. 816) CANOPY TRIM SECTION Trim_39 CORNER TRIM SECTION ROOF PANEL PURLIN LAVE STRUT 014 % ]/B' (SS) 012 % 1 1/2' (SS)— CL040 - (N.S. k F.S.) S.D.S. (1•-E" O.C.) S.D.S. (iYP.)(U.N.) (N.S. k F.S.) j S.D.S. 12 % 1 1 (TYP)(LI N) --NOPE SEAL 12 % 1 1/2" S.D.S ROOF PANEL . (55) RIDGE CAF Y _/ WALL PANEL � )(UN) ROOF PANEL INSIDE CLOSURES _ _ - 1/2pe w 13/4' A325 BOLTS w/RPC SEAL a _ _ _ _ TOP OF CLOSURE ( O SCL-I(r5)/ M250 W/ - - - SCL-2(NS) 8' PURLINS M251 W _ AJOT BOLTS/4. I 1 10' PURLINS 1/2' (TYP.)(U.N.) ( O I TROfi1 J/ iR252 I TR080 714 • 2/8' S.O.S.-� (4) 1/2'0 N 1 3/4' ,-0' O,C.) (WW) A325 BOLTS 012 N 1 1/9" PURLIN M242 w/S" PURLINS S.D.S(WW Y12 N 1 1/4' RA TR243 w/10" PURLINS CANOPY BEAM M244 ./8' PURLINS (OCUBIE GEE OR 0'-fi' O,C.) S.D.S. / WELDED MEMBER) 1 (2) Y12 N I I/4' Y12 N 11/9' • M245 w/10' PUN NS Y14 % T S.D,S. 012 % 11/4' / 014 X ] 8' WW P14 % T 8- (z) 012 % 1 1/+' S.O.S,WW) S.D.S.(WW) SA.S.(WW) / ( ) S.D.S (I/0'(WW) WALL PANEL RIGID FRAME BOTTS.DmSOM P AND (1'-OS D.C.) PEAR FURAN PEAK POPLIN S.D.S. (1'-G O.C. RAFTER ) OUTSIDE CLOSURE OUTSIDE I 012 N I -G' 1'-0" GIRT DEPTH M252 CLOSURE A SA.S. (1'-0' O.C.J RIGID ROSS DOLTS TF262 N/14 N ]/B' S.D.S. (SEE CROSS SUCTION I (1'-0' O.C,)(WW) FOR 512E 4 QUANTITY) J25 CANOPY TRIM SECTION RIGID FRAME COLUMN (7rim_35 1'-0" OVERHANG TRIM SECTION TRIM_31 y - SOFFIT TRIM AT PEAK OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. City:McHEES ROCKS St01e:PA City;MATTITUCK State;NY Designer:JMD Date;12/19/03 Drafter.SRM 0010:12/19/03 Detailer: JSR Dale: 2/19/04 Office: CO Job No.: Checker: MM Date; 2/23/04 Office: CO 5646 DETAIL DRAWINGS Shim E11 a1 1.1 CANOPY RAFTER FIELD LOCATE W DRILL— SCL-1— 9/16' m HOLES AS -- - W J2) REOOIHED = W/ B',GIRL a' W/ ID GIRT (2) I/2'm x l l/a' 1307 x 1 1/a' SLA]0] FlNNECH WALL GIR7 A30] BOLiS 7" W/B' GIRT BOLTS1/2'm m 1 1/1' % W/ 10' GIRT (�.)(U.N.) CL025 A307 BOLLS 1(TYP.)(U.N.) — — FIELD COPE HEADER _ — DOOR JAMBFLANGE (AS REO'U) — — — — — — —CLD'15 � O ' �WALNDOOP HCgOER 1 4 CLU20 IIL + —CL020 AFDOOR HEADEREAVE 51RUT4' _ `1 2"e x 1 1 2 1 I II A307 HNNLCB BOLTS 3 /4 DOOR JAMB A307 AN NECKT/a(IYP.) A307 BOLTS(4) 1/20 x 11 ]/d' II II _ 1/2'm 1 1 4 CL020 )( )GIR1 (TYP. U.N. DOLT5WALNUOOH JAMB /A]25 BOLTSTS II II q30] BOLTS.) II (TYP.)(U.N.) OOR ) RIGID FRAME j JAMB COLUMN r J2 EAVE STRUT TO RIGID FRAME `' J WALKDOOR JAMB TO GIRT (K2) GIRT TO DOOR JAMB L6) DOOR JAMB TO WALL GIRT M1 HEADER TO DOOR JAMB S5 5 I SNB RAFTER tl 1 SHtt1GHT PANEL 1^ MIN� " CL025 (TYL Al' EACH END COLUMN OR 012 1 1/2' ROOF PANEL OR SCL-3 RAFTER WEB CL244 S.D.S. (BS) (TYP) — . RIDGE CAF (IF REO D.) WALL PANEL EASE ANGLE _ _ _ CABLE HILLSIDL X12 x 1 1/'2' T^ MIN. _ _ — — — ROPE SEAL _ — 'WASHEF S,U. 1 FOUNUARON _ STRAND GRIP INSIUE C105URE / (BY O1HCR5J FLAT (IF REO'D) — — — — EYEBOLT \ WASHER L — `NUT ROPE SEAL SLOT IN WEB TO INSERT I'„ HILLSIDE WASHER TFOU1 " 130 x 13/a' - AND EYEBOLT (Ir REO'D) 'I• —ROOF PURUN A307 BOLTS EBY ORIELSMUST BE ADEQUATE ROOF PANEL .I (TYE.) (TYP) (U.N.), ENOUGH DETAIL TO SAFELY RESIST THE LOADS ENDWALL GIRT (SEE DETAIL ON I I/2' (I RIC CABLE) REPORT SHEET EI (IF AF'Fl1LABU:) ' 02 DIAGONAL CABLE BRACE CONNECTION QJ BASE TRIM SECTION Trim_40) SKYLIGHT LAP DETAIL AT INTERMEDIATE PURLINS Z2 ENDWALL GIRT TO STUB RAFTER v OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC, Cily:McKEES ROCKS State:PA City:MATTITUCK Sta1a:NY Designer:JMD Dale:12/19/03 Drafter:SRM Dale:12/19/03 Delailer: JSR Dale: 2/19/04 Office: CO Job No.: Checker: MM Dale: 2/23/04 Office: CO 5646 DETAIL DRAWINGS Sht. E10 of 11 qO&JOe m N/F HARBES II S 71'31'30"W o 1523.20' d' H � N CC N O O m S 9-34 00 W o 279.81 S 78'28 40 W o 282.40 D DID N OR FOUND CONC MON CN N/F SADOWSKI �\ O 1 O FIT I I rc I SURVEY OF m DESCRIBED PROPERTY iSITUATE MATTITUCK, TOWN OF SOUTHOLD F SUFFOLK COUNTY, N.Y. _ _ _._ - --_ - - - - - - - - - - - - - - __._._ _.__ _ SURVEYED FOR: PETER HARBES _._.-'- -- - -- --- Fiy TM,}' 1000-120-03-011 12 GUARANTEED T0, N i PETER HARBES IWI� ✓ z N/F Lp FOUND & RYCHWASSK K0 L 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE & MORTON BLDG ,P STONE 2 i SEP 03 SHOW REVISED LOCATION OF PROPOSED V MONUMENT, POLY-GREENHOUSES AND MORTON BUILDING, PROPOSED METAL RESET THIS O j BUILDING DATE 3 3 NOV 03 RELOCATE, NUMBER OF PROP GREENHOUSES, ALTER SIZE r_ FOUND OF PROPOSED METAL BUILDING CONC, 4 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM O j MON, 5 02 JAN 04 SHOW PROPOSED WELL '1 17 \\ ----_`I --'-----322' 322' Qz o IJ 0 125'p PROPOSED WELL \ N I HZ 6'— ON 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 L O is o m :A O GUARANTEES IPERSOEO OR W ON ME RUN < ONLY TO THE PERSON FOR WHOM RIE SURVEY 4l IS PREPARED, ANO -HIS BEHALF TO RIE Z A A RIlE COMPANY, GOVERNMENTAL T AGENCY,T N LENDING INSnTtI RMN, IF LISTED HEREON, AND Z r1 i0 ME ASSIGNEES OF INE LENSING INSTIMPON GUARANTEES ARE NOS ffiANSFERARLE TO Q O ADDITIONAL INSRNRGNS OR SURSEOUENT OWNERS W m h m UNAUMORIZEO ALTERATION OR ASDNION TO ]HIS SURVEY'S A NOLARON OF SECTION 7209 OF ME N£W YORK STATE EDUCATION LAW C,J KCOPIES OF THIS SURKY MAP NOT REARING Q B' THE LAND SURVEYGAN EMBOSSED SEAL SHALL 25 25' NOT RE CONSIDERED FO RE A VALID PIUS Q CDPY W O I I � I 3 i it N/F LEBKUECHER I O I1� o SURVEYED, 22 AUGUST 2003 ----------- .Op SCALE I"= 100' AREA = 1,714,298,32 SF OR 39,35 ACRES i GONG SURVEYED BY MON. 15960' SET FOUND STANLEY J. ISAKSEN, JR. S 73'04'00"W Fourlo I GOING MONO P.O. BOX 294 366.18' MON. FOUND NEW SUFFOLK, N.Y. 11956 MON. 70P BROKEN MON. S A' COLD 130.34' S 76'31 10 W MON 'eROKEN FOUND 631 -7 4-5835 N/E LEeKUECHER 297.80 STONE ^_ S 77.50 40 W MONUMENT 776.78 - __ N/F LEeKUECHER CENSER NO SURVEYOR NYS LIc N 49273 C 54