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HomeMy WebLinkAbout28708-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29120 Date: 12/12/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 44075 MAIN RD SOUTH/PEC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 1 Lot 20 .2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 14, 2002 pursuant to which Building Permit No. 28708-Z dated AUGUST 28, 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 STORAGE BUILDING LIMITED TO SUFFOLK COUNTY DEVELOPMENT RIGHTS AND PLANNING BOARD CONDITIONS. The certificate is issued to OSPREY DOMINION CO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 02-8345 11/11/02 PLUMBERS CERTIFICATION DATED N/A c Au oriz d 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. 28708 Z Date AUGUST 28, 2002 Permission is hereby granted to : OSPREY DOMINION CO PECONIC,NY 11958 for . CONSTRUCTION OF A STORAGE BUILDING LIMITED TO SUFFOLK COUNTY DEV. RIGHTS & PLANNING BOARD CONDITIONS at premises located at 44075 MAIN RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0001 Lot No. 020 . 002 pursuant to application dated AUGUST 14 , 2002 and approved by the Building Inspector to expire on FEBRUARY 28, 2004 . Fee $ 2 , 325 . 00 Authorized Signature COPY Rev. 5/8/02 Form No.6 ~� TOWN OF SOUTHOLD BUILDING 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 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. 0— -. ( — 0—Z— New New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: t f 4 017 c6 201A Te_ ;)S p 8coo I C. House No. Street Hamlet Owner or Owners of Property: 05P2e_A-w5 _DO M ( Q( D IJ VI 464?'0'P-r2S Suffolk County Tax Map No 1000, Section 75 Block O ( Lot 0 2-0. 00 2_ Subdivision Filed Map. Lot: Permit No. Z'8108 z Date of Permit. 2-9)0 Z Applicant: 05 P 2 e 4 S DOM t !J(O N Health Dept. Approval: 0 A Underwriters Approval: 5 LxLOVK % l 1 cod Planning Board Approval: It Q-0-►+ OZ- 834 Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ r50 .pd 040 -�q/ L zj (� �� Applicant ignature N-mmo� N ZP en. agy V11 I 00 124 II l6l IfwJp INNO Irk, C7 1-44 PLANNING BOARD MEMBERS O�OSVFFI)(�CO BENNETT ORLOWSKI,JR. h� Gy P.O. Box 1179 Chairmano= Town Hall, 53095 State Route 25 C4 = Southold, New York 11971-0959 RICHARD CAGGLANO w- Telephone (631) 765-1935 WILLIAM J.CREMERS Hifi O� Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Verity,Principal Building Inspector From: Victor L'Eplattenier, Senior Plann Re: Approved Site Plan for Osprey's Dominion Vineyard Ltd. 44075 Main Road SCTM: 1000-75-1-20.2 Zone: AC Date: December 11,2002 Planning Department Staff made an inspection of the above agricultural storage building on this date. All elements of the approved site plan have been completed. The Planning Board therefore recommends that the Certificate of Occupancy be issued. o��S%3FF0L/( w at Town Hall,53095 Main Road Q • Fax(631)765-9502 P.O. Box 1179y �! Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Valerie Scopaz, Senior Planner, Southold Town Building Department FROM: Patricia Conklin, Building Permit Examiner, Southold Town Building Department RE: Osprey Dominion Vineyard Ltd. SCTM: 1000-75-1-20.2 DATE: November 22, 2002 Pursuant to Article XXV, Section 100-253C, of the Southold Town Code, "No buildingpermit shall be issued for any structure or building for which use a site plan is pursuant to this Chapter 100, until a determination has been made by the Planning Board as to whether a site plan or an amendment thereto is required and, if required, that an approved site development plan or approved amendment of an such uch plan has been secured by the applicant from the Planning Board and presented to the Building Inspector, along with all necessary aprovals and permits as ma,, be required by other public agencies. [Amended 5-15-1995 by L.L. No. 8-19951" The above referenced applicant has applied for a certificate of occupancy, having completed his work. Kindly perform a final inspection and determine if certificate of occupancy can be issued. Thank you. 08/27/02 TUE 12:00 FAX 516 765 1366 Southold Town Accounting 12002 Albert J.Kxupski,President Town Hall James King,Vice-President �sf� (� 53095 Route 25 Attie Foster �O Southold, Box 1179 Ken Poliwod.a Southold,New York 11971-0959 Peggy A. Dickersol so �? Telephone(631)765-1892 Fax(631)765-1366 41 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 27, 2002 Mr. Frederick Koehler, Jr. ^l j 201 - C/o Osprey Dominion Route 25 1 P.O. Box 198 Peconic, NY 11958 RE: OSPREY DOMINION VINEYARD 8 WINERY SCTM#75-1-20.1820.2 Dear Mr. Koehler: The Southold Town Board of Trustees reviewed the site plan dated Aoril 18 2002 and last revised kggyst 212002 and determined the proposed storage building to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code. However, any activity within 100' of a Wetland line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, O a Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims ARGHITEGTS 8 EN6INEER5 RAMMAS CONSULTANTS l 3 � - September 26, 2002 Town of Southold Building Department Main Road Southold, NY 11971 Re: Certificate of Inspection Osprey' s Dominion Vineyards, LTD Southold, NY Building Permit: 28708-2 Our File No. 2002-33 TO WHOM IT MAY CONCERN: Please be advised that I Carlos Cala registered Architect inspected the above referenced project and certify on September 19, 2002 for the following: 1. That the insulation for the foundation and floor slab was installed as per approved plans prior to placement of concrete. 2 . Rebar for footings and foundation were installed as per approved plans prior to placement of concrete. 3 . The rods were welded as per approved plans prior to placement of concrete. Ver truly yours, ARS 05 E. E. Cali F�� C � CARLOS E. GALA, CEC:cah OF 374 Fulton Street,Route 109 Farmingdale,N.Y. 11735-3461 Telephone (516) 847-0395 Fax (516) 847-0536 E-Mail: NCDC@AOL.COM FEB-27-2002 12:01 SC PLANNING DEP'T P.01 lkw COUNTY OF SUFFOLK r ROBERTJ.GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THomASA IsLEs AI.C.P. DIRECTOR OF PLANNING February 27, 2002 Mr. Buri Koehler Ospreys Dominions P. O. Box 198 Peconic,N.Y. 11958 Dear Mr.Koehler: the Suffolk County Farmland'Conunittee met on January 29,2002. At that meeting the Committee heard your request for a 80' by 100' b'4m for equipment storage. The Committee approved the structure in the requested location(attached map) if it is used as an agricultural building without wine storage and subject to local ordinances. If you have any questions you can reach me at. 853-5111. Sincerely, Roy Fedelem Principal Planner LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR ■ P.o Box 5100 • (516 853-E1so 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 1178&0099 TELECOPIER(e1 )M4044 PLANNING BOARD MEMBERS �gUFFO�,�cQ BENNETT ORLOWSKI,JR. � P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 W Z Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 I -w ^��~ .f� • �`� Fax(631) 765-3136 Ii£ E )i.E15WF4RIS ` -3URTIN SIDOR,JR., t: AUG 1 4 PLANNING BOARD OFFICE t r ....... " TOWN OF SOUTHOLD 13 August 2002 Mr. Frederick W. Koehler, Jr. Osprey's Dominion Vineyards Ltd. 44075 Main Road Peconic, NY 11958 Re: Amended Site Plan for Osprey's Dominion Located at 44075 Main Road, three-tenths of a mile east of Peconic Lane in Peconic SCTM# 1000-75-1-20.2 Zone: AC Dear Mr. Koehler: The Southold Town Planning Board, at a meeting held on Monday, August 12th 2002, closed the final public hearing and adopted the following resolution: WHEREAS, Frederick W. Koehler, Jr. is the owner of the property known and designated as Osprey's Dominion Vineyards, located at 44075 Main Road, Peconic; and WHEREAS, this amended site plan is for an agricultural storage building; and WHEREAS, in a letter dated February 27�h, 2002, Suffolk County has granted approval for the location of this building on land from which the County purchased the development rights, with the understanding that it will used for equipment storage and not be used for wine storage, and further, will be subject to local ordinances; and WHEREAS, this amended site plan was certified as an agricultural storage building by the Building Department on June 24th, 2002; and WHEREAS, the Planning Board has accepted the Town Engineer's recommendations and as a term of this conditional approval require the applicant to conform to the report dated July 30"', 2002; and WHEREAS, the Southold Town Planning Board, on June 24th, 2002, determined that this action is classified as Type H and not subject to review under the State Environmental Quality Review Act (Article 8), Part 617; and Osprey's Dominion — Page Two — 13 August 2002 WHEREAS, a final public hearing was closed on the Osprey's Dominion application at the Town Hall, Southold, New York on August 12th, 2002; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the surveys, dated January 31st, 1996, and last revised on May 17 , 2002, subject to fulfillment of the following condition: All requirements of the Town Engineer's report, dated July 30th, 2002, must be satisfied before the Building Department can issue a building permit. Enclosed please find two copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Very truly yours, &,,p,#o 47 Bennett Orlowski, Jr. Chairman encl. cc: Mike Verity, Building Dept. >LJ 1 T I i IJr1 Applicant/ D (*C?_ '�-- { / Owners Name: Nkw102- _ �"' l2ev�ewe Architect/ Date Cngineer: oS ��- Submitted: g � SCTNI U: District: 1,000 Sectilon: 7_ i3lock: lot: X. Project (�(� �J ( Subdivision' L.ocatiol l / _ c2 07L4_t_ Name. Sin&le &, scnarate Required cer(I(ication: y Yes T` �+� R`y z V key . Zoning I)islricl / (lul siuSCS: OW Acura . � (Lol coverage �(� I'ruhnsr�� Req R ✓( �Req. (�Tr n� Pani --Pro hosut. .--J (Side. Pard ----__--- I'roposcd k I (Rear 1`ard ('r01)0SAlt"" Project De AGENC'S�'RE ITS Fermi REOCIIRED E0.R REVIEW N.A.- ILIO YES. Numb Suffolk County Health-Dept. New York State D. E. C. -Town't'ruste'es 7 Town Zoaing Board.approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: l -`J -- --- -- - -- '-�-z"'� ?8,)OF� M-1802 BUILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACES CHIMNEY RKMA RKS: DATEINSPECT FIELD INSPECTION REPOR DAU COMMENTS e , t FOUNDATION (1 �1 Gu ------------------------------------ �cn FOUNDATION(2ND) � �` � ®R z y ROUGH FRAMING& — y PLUMBING — -- y r INSULATION PER N.Y. STATE ENERGY CODE 1814 t/ c FINAL ADDITIONAL COMMENTS c - z m O H d b TOWN-T OF SOL'�THO`.D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. W,76 k- Check Septic Form N.Y.S.D.E.C. Trustees Examined 20_04_ Contact: Approved q Prl 20_oa Mail to: Disapproved a/c Phone: -765-- 6,195-' Expiration / 20 Of- Building Inspector APPLICATION FOR BUILDING PERMIT 949 Aub i 4 dw1. Date 20 INSTRUCTIONS completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ets 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 seas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit hall 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 ;sues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ;suance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the roperty have been enacted in the interim,the Bui1dLng Inspector may authorize,in writing,the extension of the permit for an ddition 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 uilding Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or .egulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The :)plicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and admit tthorized inspectors on premises and in building for necessary inspections. (Signature of applicant or if a corporation) 05P2f--yy'S N 10 u Vl AJ8q ft JLC* L.TD C) S /Lo u7f �5 P 0Ole, , )-Ju it 5? (Mailing address/of applicant) ;ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder © WU(t�fz- ame of owner of premises o SP Qs—4 S -hB 1 YI r W ( a L) (As on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) zilders License No. umbers License No. ectricians License No. her Trade's License No. ± Location of land on which proposed work will be done: g4orl5 Rn1,rF, D5 utC. House Number Street Hamlet _ YnATOW $ rh� County Tax Map No. 1000 Section Block O ( `.1 qt Subdivision Filed Map No. LcTt°If (Name) 2. State existing use and occupancy of premises and intended use and occupancy of pr os ct on* a. Existing use and occupancy F b. Intended use and occupancy FA P-m ST-o 12A G — _ o N ►� 3. Nature of work(check which applicable): New But ding Ad ttton Alteration Repair Removal Demolition Offer Work (Description) 4. Estimated Cost 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. FA-f�rl1 5T0 g A(Sj 7. Dimensions of existing structures, if any: Front ___ Reaz Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 50 Rear 6 Depth ' % 6 O Height /b Number of Stories l 9. Size of lot: Front Rear /.,;� Olt $ t Depth -;t 5 q5 f 10. Date of Purchase Name of Former Owner }R-k(L2 11. Zone or use district in which premises are situated —(i 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—)!L 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO 14. Names of Owner of premises.OSPR"S "h►JiDUAddress 40175PhoneNo. G3( '7(o!5-b($$ Name of Architect:k C�MmmAS k�a Addres ° r. hone No 5/b 'If`-F'/- 63'J-S Name of Contractor-:borrt 11J►a U 0?A ASrGAC TOMdress WL r.1 $L-y-O Phone No.63/ Io9 tf- 47.;2d 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YE5 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY O r�1�R /G Iw G I= /}1-C=R TI\-being duly sworn,deposes and says that(s)he is the applicant (Name of individual) signing contract)above named, (S)He is the C�v j7 (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. Sworn to fore me day of 20 Q Z Notary Public Signature of Appli t LYNDA M.BOHN .440TARY PUBLIC,State of New York No.01 B06020932 Qualified in Suffolk Cou Term Expires March 8,20ntV_ i URS 12p�pJl N44'53'1O„E — 3 — � O� v� N 36' 34' 10” W — — — _ _ _ 1659.1 O' _ — _ _ _ _ §aF 1 O O N ; Try O� �6, N O mm Na�'1a'50"W I z 526.13' U O in 9 EXISTING EXI5TIN6 d) I 6 lW I STORY PATIO I BUILDING i SEE ENLARGED I PART PLAWSP-1 o y442 k.26'10"1"1 ASPHALT PAVING Z , 44'5 p'10 52q°58'20'W6ZASST LAWN 35'1'48 229.85' ASPHALT PAVING QMp31N ROAD z \ I N \ � OVERALL SITE PLAN O \ EXI5TIN5 2 TORY SCALEW'-500.0' STORAGE/ PRODUGTIO i I SITE DATA SANITARY 5Y TEM FOR FLOOR RAINS Z LOT AREA: 50.8286 AG. 2,214,094 SF. —� BUILDING AREA N sA5PHALT PAVING BLDG No.l: 1,35-7 5F. BLDG No.2: 6,435 5F. 70 BLDG No.3: 8,000 5F. — — — -- — PARKING rn BLDG No.1: SALES: 1,208 5F/200 = 6.04 N \ \ \ 120 OFFICE: 14q 5F/100 = 1,4q y°W A BLDG No.2: (372tENHOU5E \ \ \ \ \ c so PRODUCT: 1,591 5F/500 = 3,18 15 \ PROPOSED ASPHALT 100 PR DIR 9.' i STORAGE: 4,844.1 SF/1000 = 4.84 �.:eR, 6•a Rl�tl I v v v \ \ o v v v \V v v:. BLDG No.3:105' _ \ \ CATCH BA51N STORAGE: 8,000 5F/1000 = 8 v5 v v v ` 20 PROPOSED TOTAL REQ'D: 24 ` ` $ 5TORAGE BIIILDIN6. TOTAL PROVIDED: 36 0 / Y, (4) ROOF TOP ,p v v v v ` v ` v ` v _ 1 JAI i .A \ H VAG UNITS - - ,DN•� �� � DO NOT PROCEED WITH s �� . . �. FRAMING UNTIL SURVEY / — \ loo `' �•\�IIio OF FOUNDATION, LOCATIONZDE OA'A' 4{ ' §i $EEN APPROVED.GATLH BA51N � I 0 10 'PROVED AS NOTEDADATE: AP 2 6 23-02 REv, DId.� DwFV Lwng B•R& 1 8-13-02 GEN. REV. NOTIFY a�LiIC DING pEPARTMENT AT NO. DATE REMARKS O 1, \ \ \ NOTE. DRAIN TO NATURAL SWALE FOR \ 76,5•1 FlO. \ \ \ \ \ ACRIGULTLIPAL U5E. \ U "- TO 4 S: FOR THE O APROX VETLAND5 \ \ 5 _ — — —` \ — \ Pr 1(' "'"OECTIGNS: REV15IONS i \ DRY WELL DW. NAS' \ _ TING REQUIRED P.\20 3. NtSu-..iYOmIiAMING & PLUMBING ALLOW 1'FOR FINAL I ARCHITECTS { ENGINEERS 6*REINFORCED TRAFFIC FIEARIN65LAB ALLON 1NGOF FINAL \\ /l rC \ \_` � _ _ \ \ \ IL FINAL - CONSTRUCTION MUST _ _ \ BE COMPI-FTE FOR r..o. RAMMAS CONSULTANTS WO/F BAUER 6, gaLlh GLV ER I \ Ay p HC =\ \ — \ \ \IS \ ` \ \ \ ALL CONS';R. CT1; ` "HALL MEET THE REQ1"^ �,,,,,� OF THE N.Y. 374 FUTON 5T. (RT. 109), FARMINGDALE. NY 11135-3161 15• RCP CLIV TO BE USED _ \ \ \ STATE CONSTRUCTION & ENERGY 1-516-8,41-0395 FAX, 1-516-841-0536 EIET \ CODES. NOT RESPONSIBLE FOR E-HAIL: JAASSSX50AOLLOM 1/&'/FTE MIN..PITCH PU GRAD \ �r�S \\ \ DESIGN OR CONSTRUCTION ERRORS ROOF DRAIN 6' PIPE MIN. (scF+eD.4a GPE4' \ \ \ \ UNDERVrStITL�SCLr,NfICATE 1,50E PLAINS ARE AN n6TRueFr OF S�REO ARC ROFEIM ANKHV5BRXE AND AEGT.IIF0 T5 JOW POOL X 6' EFF, DEPTH \ \ \ \ /� II /� ,e�,p HILL BE PROSBDIITD. BACKFILL WITH CLEAN 6RANILAR O OCCUPANCY OR MATERIAL ALL AROUND ElA51N ® ® ® I \ 1 $ _ — �R++ !! pp p1,�'r 1 LONTRACTOR SHALL VERIFY ALL F ! FOR FALL DEPTH. 1q USE I J 4t�F I.F, " Y I.I FIND LOIDITI016 AND DIN NEION5 ® 5 M ®4 "® ® \ —2',J66.1G' AND M RE5FR BE FOR FIED if WITHOUT CERTIFICATE NOADMKX6SULLBBEEWE — OF OCCUPANCY IN BEIKF OF TIE CONTRACTOR 2'-0'MIN. N 1 — — A NOR AR(O NS NESLWT ON 5D �� +T''F NC`I• SROUIO HATER lfl 1 E��P R� / NO FOOTING RINC{RELWIRED Q` I I `yt `JS r ('a NOTE, CONTRACTOR MST LOCATE a IDENTIFY ALL (2 TON PER 5[iIARE FOOT �� IMDER6ROW0 PIPES,HRE5 { UTILITIES BEARING CAPACITY) — PROPOSED ADDITION BEFORE COFMENCIN5 WORK, C) ��� HO�i MAINTAIN MIN. O'-0'CLEAR .CONNECT ROOF DRAINS TO POOLS BETWEEN ADJACENT POOLS ,LAYOUT OF POOLS AND TWE ARE ARBITRARY BEEN OSPREY DOMINION BUILDING P, ar,e'� �- ,RETAIN STORM FLON OF 2• PER 50, FT. AND POOLS. II ;�% ♦ " — —3 00e ro a ° IYz� ^1,r➢// VINEYARD + WINERY DRAINAGE CALCULATIONS MAIN ROAD PECONIC, NY IIg5B BLD6,AREA 6,000 S.F.xlOx3/12' • 2,000 CUFT. CAPACITY OF STORMWATER STORAGE REGD, IOPT. m POOLS SITE PLAN PAVING l LONG.WALLS 12550 55xWOA2' = 112.5 O.FT. (116.DIA. 9939 CAPACITY 66A2 0).FTJFT. SITE L/ \N 2.1I25/66.42 = 996 LIN. FT.OF Pp2L5 REQUIRED __ DATE: 4-18-02 ORAWN6 NO. 2.1125 CU.FT EFF.POOL DEF'TH 6 FT. X 6 P001-5 18 LIN.FT. 51TE PLAN PREPARED FROM SURVEY SGALE: " = 40'-0" ' PECONIC SURVEYORS, PC. JAN 31, 1996 I, I p 1 JOHN T. NET2GER,N,YS. uc • 49616 , 11 I! SCALE: AS NOTED 26M DRAWN: A.5.-D.G. TO'_'�r_1UTHOLO CANT. NO. 02-33 #1 �� I I F E D G B A 2 3 4 5 PREFABRICATED 5TANOIN6 SE M METAL ROOF METAL PANELS 8" A ALUMINUM ALUMINUM GUTTER GUTTER (TYP. OF 4) 6RADE i 1 1 1 �\ EIN. FLQQR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o GRADE GRADE 0 6RADE ___________ I ---------- ir____________________ L ______________________ --------- POURED CONCRETE � _____POURED CONCRETE ---J UTH ELEVATION FOUNDATION WALLS AND FOOTINGS EAST ELEVATION FOUNDATION WALLS AND FOOTINGS SOI/a" SEE FOUNDATION PLANS I/a" = I'-O" SEE FOUNDATION PLANS A B G D E F 5 4 3 2 PREFABRICATED STANDING SE M METAL ROOF METAL PANELS 6" 4 ALUMINUM ALUMINUM GUTTER GUTTER (TYP. OF 4) 4 O.H. DOOR 'D GRADE a � I I M. DOOR I :p _ FIN FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J GRADE o _ I L FIN. FLOOR _ _ _ _ I m -------------- L________________________ ____—_____—_____ _—__ __� J --------------------y- J POURED CONCRETE POURED CONCRETE FOUNDATION WALL5 AND FOOTINGS FOUNDATION WALLS AND FOIOTIN65 3 NORTH ELEVATION SEE FOUNDATION PLANS 4 WEST ELEVATION SEE FOUNDATION PLANS 0. 1 5-3-02 GENERAL REVISION NO. DATE REMARKS REVISIONS ARCHITECTS t ENGINEERS A B G a0'-O" D E F RAMMAS CONSULTANTS 374 FULTON 5T. (RT. 109), FARMINGDALE, NY 11135-3461 I-516-847-0595 FAX, 1-516-541-0536 15TRICTURAL E-HNL� LOM 7MM FLA*ARE AN O6UMOU OFSHNYf AID ARE 9E HWFI RIYOF TIE ARCH76T,RlWJW 3tMPRE-ENGINEERED ROOF F�gE ®SEE SECTION A o o PANELS W/ BAKEDPRE- COWWZTOR GNLL�IFY ALLON A-3 O ENAMEL FINISH BUILFELD I.GpTI@6 AND DINEW54 MON METAL PURLINS. REFSND eE REY OSELE FOR FELDFIT AID WAIMlY OF NOW4" POURED CONCRETE SLAB DRA 'p NMWCf REOF OAUIMVWB�NMWTO0RW/6"X6" 10/10 WWF FOR ART ERRORS,Ow590N5,STEEL TROWEL FINISH IIORIF6LFLT ON W PARS.HARDENER t SEALER PROP05ED ADDITION OSPREY DOMINION —� 2 5EGTION A-A VINEYARD + WINERY 1/b" = I'-O" MAIN ROAD PECONIO, NY 11958 ELEVATIONS d CR055 SECTION DATE: 4-18-02 DRAWING NO. SCALE: I/8"=I'-O" — 2 DRAWN: A.S.- 0.6. CONT. NO. 02-33 #1 I -------- --- ----- -- -------- - -- - ---- - STANDARD GUTTER 12 l LEADER 1121 R-13 INSULATION METAL GIRT 0 I O ISTEEL BUILDING FRAME I _ I ° II 8l¢ d ° dll ♦ II 12" GONG. WALL I" EXPANSION JOINT NO. DATE REMARKS d I REVISIONS I ARGHITEGT5 l EN5INEER5 ♦ I JLm RAMMA5 CONSULTANTS 4" POURED CONCRETE SLAB ♦ ° W b"X6" I0/I0 WWF 314 FULTON 5T. (RT. IOR), FARMIN60ALE, NY 11135-3961 1-516-841-0395 FAX. 1-516-841-0536 d I I STEEL TROWEL FINISH E - ° HARDENER $ 5EALER THESE F MID Ya ARE AN INSTRUMENT OF � �R—-, ) LW ) 5ER%'CE AARE THE PROPBIIT .5// OF THE AROHTEOT,INRJWeen W T HILL BE PROSECUTED & ♦ d ° a P - - FEW OT CORYERIALL O,6A d a ° ♦ d ♦ Ab RESPONSIBLE FOR FI DIMENSIONS 'k /{'l�' ,,I/666A//�JJ✓ I), FIT AND_ NO ALLOWANCES SHALL BE IMDE CDo �o��O�Q�C IN BEHALF OF TIE CONTRACTOR 3-v I Oo O Oo OO Oo FOR ANY ERRORS,OMISSIONS, NOR N:6LECT ON HIS PMT. d d ♦ d VAPOR BARRIER PROPOSED ADDITION 2'-0" 6" GRAVEL FILL OSPREY DOMINION O 8 � d PERIMETER VINEYARD + WINERY INSULATION 2'-0" MAIN ROAD d < PEOONIO, NY IM56 d WALL SEGTION _ DATE: 4-18-02 DRAWING NO. WALL S EC,, T I O N 5GALE: SCALE: = I '-OII DRAWN: A.S.- D.O. a 5 DONT, NO. 02-33 #7 Q - I ICO'-0'OUT-TO-OUT OF GONGRETE \ l 2 g 4 D SEE DETAIL AF6'rI ! •sal'-O. O.G. CONCRETE NOTES �\ ! N X LONG 25 25 O' 25 O' I + I N 1. DESIGN, MATERIAL AND METHODS OF CONSTRUCTION SHALL COMPLY — — — — — — — — — — — 1 B A WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 5-1\ S-1 Q S-1 ' ' p- .,�• ACI 318 LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE. COMPRESSFy,+ • , - '- - '1:E _ _ _ CONCRETEN SHALL STRENGTH AT 28 DAYS (AIR-ENTRAINED) INFORCED _ Irtt nvY O iFOR- F N F /' �\ _ of ro _I 1 F t-'- "- '-'-'� _ I 1 1 I 2. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE _______I__________ __ ____________________ I I_ _-__, '.,`_;i ° o o FOLLOWING STANDARDS: r-----------------I I L--► ( ° ° I'^ m A. PORTLAND CEMENT AS PER ASTM C150. II`+ B. AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260. o o O C. CONCRETE AGGREGATES AS PER ASTM C33 OR ASTM C330. ! a_ 2 p• - - Y D. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS. ACIDS. ALKALIS, SALT, ORGANIC MATERIALS AND DELETERIOUS SUBSTANCES. I I I I 1 2,-0, in E. DEFORMED REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. I I I I 1 E 8 N-'1 VERT. F. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT E I I I I I I , SHALL CONFORM TO ASTM A785 AND A82. i I I TA.W. EL. +6 " A.F. 3. ALL BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS -� _ _ _ SHALL BE PROVIDED BY THE CONTRACTOR TO THAT EFFECT. 4. MINIMUM CONCRETE COVER OF REINFORCEMENT SHALL BE AS PER ACI- 1 I 1 m I, m 318, LATEST EDITION. I ` PE5TA{- I 5. PROVIDE MINIMUM W.W.F. 6X6 - W1.' X WR WELDED WIRE FABRICS 1 IN CONCRETE SLABS. PLACE MESH 1' CLEAR FROM THE TOP OF SLAB. x x x J 17- i S-1 I 5-1 S-1 2•-0• 6. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN O.D. 1 _ I LARGER THAN 1/3 TIMES THE SLAB THICKNESS AND SHALL NOT BE 1 1 1 1 1 D 4 SPACED CLOSER THAN 3 DIAMETERS ON CENTER. ALUMINUM CONDUIT D I I SHALL NOT BE PLACED IN CONCRETE. NO CONDUIT SHALL BE PLACED I I 1 T.O.F. EL. +O'-O' _ IN SLABS WITHIN 12' OF COLUMN FACE. B PIER I I 1 �, __ I L E 1. ------ - i I 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL I q\\ I ! I �.,�� n ° - TO THE ENGINEER FOR APPROVAL PRIOR 70 CONSTRUCTION. I I 1 1 `4' -b X SLAB 11 I l. ., I'-g• 2,,p. W/6-6 x W2.9XW2.9 I 1 I '� 8. CONTRACTOR SHALL SUBMIT DESIGN MIX TO THE ENGINEER FOR APPROVAL WWF, I* BELOW TOP--\ THE CONTRACTOR SHALL TEST A MINIMUM OF TWO CYLINDERS FROM EACH 4 1 I I Q OF SLAB I I - I MIX/DELIVERY TO VERIFY STRENGTH AND SUBMIT RESULTS TO THE ENGINEER. I 1 1 m I T.O.W. EL. +6'-O" A.F.F. I I 1 I B 9. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL I I S-1 I CONDUITS, PIPE SLEEVES, WATER STOPS, INSERTS, GROUNDS AND I _ DETAIL A ALL OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE PLACEMENT ITS I 12" GONG WALL OF CONCRETE - SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL 1 I I G DRAWINGS FOR PERTINENT DETAILS AND REQUIREMENTS. G 1 J 1 1 1 1 1 I SGALE: 3/4"=1 '-O" 10. ON-SITE INSPECTION: I I \ I I GONG. FOOTING CONTROLLED INSPECTION CONDUCTED BY AN INDEPENDENT TESTING I } I \ I LABORATORY RETAINED BY THE CONTRACTOR. THE FOLLOWING TESTS IBJ I I I AND CHECKING SHALL BE PERFORMED AND DOCUMENTED: S-1 1 1 / I r Y' I)) PREPARATION AND TESTING OF CYLINDERS. 1'9 P. 3) AIR CONTENT. � \ 433 UNIT WEIGHT. I I i o 1S VERIFY THAT WEIGHTS AND RATIO CONFORM WITH THE PRE- QUALIFIED MIX, ADJUSTED FOR MOISTURE CONTENT AND SEE DETAIL �� GRADATION OF AGGREGATES. $kI 5/5-I(7YPJ I 1 I LB 6 TEMPERATURE 73 SIZE AND DIMENSIONS OF CONCRETE AND FORM MEMBERS. - I I 83 SIZE AND POSITIONS OF REINFORCING. 9 PLACEMENT OF CONCRETE, TEMPERATURE PROTECTION AGAINST 1 1 I I EXCESSIVE TEMPERATURE CURING. 10) FILING AND OBTAINING APPROVAL OF ALL TEST AND INSPECTION II I I REPORTS INCLUDING CONCRETE PRODUCERS CERTIFICATES WITH 1 , Q n � BUILDING DEPARTMENT (IF REQUIRED). La L � I } II II II 11 0 D ! ! 1 1 1 S-1 I 11 1 1 C AAI I I .; S-1 S-1 I �Yr 1 1 r -1 r J eNr __ _______--- ------------_--- _____________________ 25'-0' 25'-0' 25'-0• 2" DEEP CUT 2 3 4 TH1G ZNE55�ITH N(24 HOURS OP loo'-0' (STOP MESH) OUR (DO NOT INTERRUPT MESH) METAL KEY-FORM FOUNDATION PLAN SGALE: I/8"=1'-O" LT� •5 m 12x5'-O" IN ADDITION TO MAIN REINFORCING 1 5-3-02 6ENERAL REV15ION ' =111I ill= =III—III- GONSTRUCTION JOINT CONTROL JOINT VERTICAL CONST. NO. DATE REMARKS TYPICAL SLAB ON GROUND DETAIL JOINT IN WALL REV1510N5 NOTE: ARGHITELTS 4 EN6IWrR5 CONTROL JOINTS/CONSTRUCTION JOINTS SHALL GREATE PANELS OF 800 50. FT (MAXIMUM) RAMMAS GON5ULTANT5 314 FULTON 5T. (RT. 109), FARMIN60ALE. NY 11155-3461 1-516-841-0395 FAX, 1-516-841-0536 LIN[ of HALL LINE M L PM15H E4NAL, JAAS6OGSFAq.LOIi 6ALV. Z4 BEYOND 6R/,DE\ GRADE GRADE 11E56 BANS ARE AN INSTWRBIf CF sj. u� ,a ��w GRADE �. WALL METAL CO SEWAGE AND AW:TIE FROPEWIT b OF TIE ARCH I FRP16BB115 WALL METAL PANELS HIL BE PR056UUM V4'' `L,•, \ ,uy� PANELS �r 4�' G FEW C*PT016 AND DN8EO115 WALL METAL STEEL COLUMN WALL METAL — _ Y- r PANELS PANELS m LAIIRAGTOR SNAIL VHtIFT A11 , AND BE RE5P016B1E FOR FEID RATE r 205 CONT 25 CONT L4X4XI/2XI'-O' FIT AND(iUlllltt OF WORK 5 @1--0-O.G. 25GONT Q II-OI� NO N.WWAN255NALL BE MAOE •`-�°."'''�r),�- Q m M W.F OF THE WNTRALTOR 'I� (J,i•1�I1•{'jp% m FOR ANY EWORS.0141,510M, V/e 1 m PEDESTAL ). NOR NfyIFLT ON XB PART. U2' PREHOULDED " , SECTION X-X 5 •1'-0'OL. JOINT FILLER x V LONG (3 PIERS) 4-CONGRETE SLAB 5 •I'-0'O.G. 4'CONCRETE SLAB 5 •I'-0'OL. 4'GONGRETE SLAB i'CONCRETE SLAB 4'CONCRETE 1'• PROPOSED ADDITION 2-1'0 (LINES 2,3 14) L4X4XI/2XI'-O" SLAB 05PREY DOMINION Y Y Y 6RnoE VINEYARD + WINERY �+ �'� n9q n n PROTECTONE GOAT OF 6ALVLDING _ VAPOR BARRIER VAPOR BAR1 ALTERNATE NI, e' e\\\ PEGONIG, NY 11958 h o0 VAPOR BARRIER Y3 2 •3 i o��LOMPACTED a `COMPACTED PROTECT AFTER WELDING MAIN ROAD 6' p 6' COMPACTED _ . I •SEG AI • T. AI FILL p = FILL p FILL X-�( USE ONE COAT OF 6ALVWELD. 4'-0' L in m ALTERNATE R2, 2 F3 � 4-O' L USE UNPAINTED STEEL ROD FOUNDATION PLAN d DETAIL5 • ' U5E ONLY HEAVY FIELD GOAT 4 _6' OAND SSPLIGE HINT ON ROD 2,-0, 2,-0, ALTERNATE N3. DATE: 4-18-02 DRAWING NO. TAPE GOAT 3'FIODK(TYPJ -,i 2-32 I19 :I ER PROTEGTION 5Y5TEM SCALE: A5 NOTED 5EGTION A.I (TYP. EAGH PIER A-2, A-3A-4) SEGTION B 5EGTION B.I 5EGTION G SECTION D DETAIL B S- 5EGTION A (TYP. EACH PIER F-2,F-3,F-4) SCALE: 1/2"=1'-O" 5GALE: 1/2"=1'-O" SCALE: 1/2"=1'-O" SGALE: 1/2"=1'-O" (TYP. SPLICE IN ROD) SGALE: I/"=1'-O" DRAWN: A.S. - D.G. CONT. NO. 02-33 i EN INEERED FOR THE LONG RUN BUILDING Syb It P . O . BOX 470 NORTH LITTLE ROCK. , A R 72115 y � �� UJII�I� INDEX ��� � 1 � 1 � �-� 101�,l � 5UIL � EFe �EeFO��5I5ILITI '�� 5 � Ee9 �I\1 LOADING LI of I DOVER SHEET CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERI ITS FROM THE THIS STRUCTURE 15 DESIGNED UTILIZING THE LOADS ABI of '1 ANCHOR BOLT PLAN THE STRUCTURE UNDER THIS INDICATED AND APPLIED AS REQUIRED BY: THE LOADS AN[) CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE APPROPRIATE AGENCY AS REQUIRED. DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR RLMOVAAL OF ANY h I �� ��� AB2 of 7 ANCHOR BOLT REACTIONS COMPONENT PARTS, OR THE ADDItION OF OTHER CONSTRUCTION MATERIALS OR APPROVAL OF HER ITAGF- BUILDING SYSTEMS DRAWINGS AND GAL LATION6 INDICATES �i AND LOADS MUST BE DONE UNDER THE ADVICE OF A REGISTERED ARCHITECT, CIVIL OR CONTRATHAT CT DRAWINGS AITAGE PAs ON17 SPECIFRECTLY INTERPRETED CA7ROCS.T D CTC4.2.IPA SICDCOD F STANDARD OF TNF- 5T1 of F ROOF FRAMING PLAN STRUCTURAL ENGINEER, HERITAGE BUILDING SYSTEMS WILL ASSUME NO RESPONSI - PRACTICE, 9TH EDITION.) BILITT' FOR AN)' LOADS NOT INDICATED ,. THE BUILDER IS TO CONFIRM THAT THESE LOADS STI of -1 FRAME CROSS SECTION WHERE DISCREPANCIES EXIST BETWEEN THE NERI-(AGE STRUCTURA STEEL PLANS AND THE COMPLY WITH THE REQUIREMENTS OF THE LOCAL THIS HERITAGE METAL BUILDING 15 DESIGNED USING STANDARD DESIGN PRACTICES PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL. PLANS WILL OVERN. (SEDT. 3.3 BUILDING DEPARTMENT. ST2 of 7 LEFT ENDWALL BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF ' HE FOLLOWING AISG CODE or STANDARD PRACTICE, 9TH EDITION. ORGANIZATIONS AND CODES. DESIGN CONSIDERATON5 OF ANY MATERIALS IN THE STRUCTURE WJ.IICP ARE NOT 40 PSF ROOF LIVE LOAD 5T2 of -1 RIGHT ENDWALL FURNISHED BY HERITAGE ARE THE RESPONSIBILITY OF THE BUILD R AND ENGINEERS 40 fl�SF GROUND SHG' LOAD OTHER THAN HERITAGE ENGINEERING UNLE55 5PECItTICALLY INDIC TED. MEETS NY ST3 of 7 FRONT SIDEWALL AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPEGIFI,__4-l0N FOR THE THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN E3LDC�. CODE WIND SPEED (MF` ST3 OF 7 BACK SIDEWALL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL L AOR COMPLIANCE WITH HERITAGE CONSTRUCTION DRAWINGS. BUILDINGS", 9tH EDITION. 3 ''PSF COLLATERAL �_OAD TEMPORARY SUPPORTS, SUGH AS TEMPORARY GUY! , BRACES, FA 5EWORK OR OTHER ST4 of -1 GENERAL DETAILS AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF ELEMENTS REQUIRED FOR ERECTION WILL BE DETEF�'11NEp, FURNIS tr-D, AND INSTALLED I SEISMIC ZONE COLD FORMED STRUCTURAL MEMBERS", 198(0. BY THE BUILDER, (SECT 7.9.1 AISG CODE OF STANDARD FRAGTIG , 9TH EDITION.) ST5 of -1 TRIM DETAILS AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" IT IS THE BUILDERS RESPONSIBILITY TO APPLY AND OBSERVE AL PERTINENT SAFETY El THESE DRAWINGS ARE: AMER AWS RICAN SECT. 5, PART B. RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLI BLE. THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIF HENTS RECEIVED, X❑ FOR CONSTRUCTION MATERIAL PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE AND MUST INVENTORY BUILDING AT TIME OF DELIVERY. NOT FOR CONSTRUCTION FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FOR PERMITS ONLY FRAMING, MEMBERS (OTHER THAN GOLD FORMED SECTIONS) CONFORM TO II IXI� � ASTM A-3(o MODIFIED WITH A MINIMUM YIELD OF 50,000 1`51, OR A-570 OR �l L FOR APPROVAL A-572 GRADE 50. OTHER -------------- M THE F-1 L FRO "IENT55 Or OM FcRWIEN AIM TGA E STEEL MEMBERS E B00 PSI CONFORM NO CHANGES SHOULD BE MADE TO THIS BUILDING SYSTEM UNLESS ,APPROVED IN WRITING BY THE MANUFACTURERS ENGINEERING DEPARTMENT. MAY BE UNDER ERS MUT E ER ;Ic ;K APPROVAL ORDERS MUST BE RELEASED NIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO 45TM UNAPPROVED CHANGES COULD RESULT IN AN UNSAFE BUILDING D SIGN AND COULD FoR FABRICATION WITHIN 30 CALENDAR SPDESIGNED AS BEARING TYPE CONNECTIONS WITH ENDANGER PUBLIC SAFETY. DAYS AFTER E ORDER DRAWINGS ARE ECIFICATIONS A-325 AND ARE THREADS INCLUDED ISSUED OR THE ORDER WILL BE 5uBJECT IN THE SHEAR PLANE. TIGHTENING OF THESE BOLTS IS TO ANY CURRENT PRICE INCREASE. RECOMMENDED BY THE TURN-OF-THE-NUT METHOD, PER "AISG SFECIFIGATIONS FOR STRUCTURAL JOINTS." PROPERTY OF: HERITAGE BUILDING SYSTEMS INCA ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP FOR QUESTIONS OR A5S151ANCE COPYRIGHT 2002 GOAT OF INHIBITIVE PRIMER UNLE55 STATED OTHERWISE IN THE CONTRACT. CONCERNING ERECTION OF HERITAGE CONFIDENTIAL: THIS DOCUMENT AND THE BUILDINGS, CALL: INFORMATION CONTAINED HEREIN ARE THE SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITI' PROPERTY OF HERITAGE BUILDING SYSTEMS INC. CONTRACTOR, UNLE55 STIPULATED OTHERWISE. OF TNF- 1e8®0 � � �� � J �� UNAUTHORIZED COPYING, DISCLOSURE OR OTHER UNAUTHORIZED USES ARE PROHIBITED. DRAWN DATEfl P.O. BOX 470 JOB NO. A.K.W. 3/25/02 NORTH LITTLE ROCK, AR 12115 Nyxleoro3 BUILDING. SYSTEMS a00-643-5555 pFF NE—JV , CHECKED DATE_ CUSTOMER: JOIN <OEPLEF APPROVED DATE FECONIG, NY 1195& 5 SCALE BUILDING; V'. REV.No. /SHEET No. i II II I - II 1 of I • N.�.� . �O = O x lOO = O x l � - O 1 : 12_ L i " CUT-TO- OUT 10� -� OUT U OF 1")=1=L 25 ' -0" 25 ' -011 25' -011 25' -0" Y �1- 77 1014 14 101 n m I m o ° D D �t �1 CI, � S O lois B F0 W ° O ILIJ lLJ HG GH U_ K_ E _ Ll O ; � S r Fol B T B Fol - U � Q m — ° ° LQ Fo B B [o [U (°°] Q CV (\1 FOOT-1— ° O n ,q Fol 251 -01125 -(d 25 -Q> P hpnnlarq' + m2�tc0p Na.06 .�. ;—ll �ICHOfR 5OLT i� 14 naFE55AO NOTE: All Base Plates e 100' -ID" ' (U.N.) { IssUE REV. DESCRIPTION DATE �Qy HERITAGE DESCRIPTION: ANCHOR BOLT PLAN NOTE . . ALL W,4L<D00fR& AF�E r– IrLF,) EUI )- Ne CUSTOMER: JONNKOENLI=R L 0 CA TEE) UNLE5e 1\10TF [D . S�STE�J LOCATION: PECONIC, NY 9 HERITAGE JOB NYXI9fD63 P. O. BOX 47m DRAWING BY DATE CHECK BY SCALE NORTH LITTLE ROCK, AR 72115 AKW 3/25/02 SDD-6 43-5555 JOB NYXI9��o LOADS DRAWING SSUE SEE COVER ABI OF 7 0 YI i Dia = 3/4 " 7� '�o Dia = 3/4 " 3 I� �O� 1� �GTION� RIGID PRAMS REACTIONS ( k � Building reactions are based on cC) o o the Following building data : 4 _ o 411 Width ( ft) = 80.0 ID L CL LL Len th ( Ft) 100,0 1 DL + CL + LL O 2 Eave Hefght ( Ft) = 16.0/16.0 ROOF Floe (rise/12 ) = 1.0/ 1.0� 8 I/ " �/ J Dead Load (psi, ) = 2.0 13/4 " 13/4 " G UJ 5 W Collateral3.0 Live Load (p5f l�sF ) _ 40.0 1 3/4 Snow Load (psF J 40.0 11 eee Man wind Speed (mph J = g0,0 Wind Code = NYBC 89 DETAIL A DETAIL E Exposure = - 41.8 41.8 Dia = 3/41' Closed/Open = ©� Importance - Wind = 1.00 4-1.2 �- Importance - Seismic = I.00 47.2 Seismic Zone Sefsmic CceFF (Aa ) 0.10 O O DL * W � I� DL L J _ AMC-POR E30L -r SUMMA -T WL WL EW - - - - - - - - - - - - - - - - - - - 1 3/4 " 1 3/4-1 - - - - - Total Bend Ont Loc Dia Len Len Prof See Plan ( in) ( in) ( In) ( in) DETAIL B O - 8 - - DJ 3/4'' 18.00 3.00 2.50 Dia = 3/4 " 7 ' � y O 24 EW 3/4" .0 18.00 30 2.50 WL _I �o� 0 48 RF 1/8" 21.00 6WL .00 2.50 3.1 11.7 C5 10.5 12.3 o o GENERAL NOTES II LL I I. THE BOLT DETAILS SHOWN ON THIS DRAWING J J LOCATE THE ANCHOR BOLTS IN REFERENCE To OU a DE OF BUILDINGT4GE�S SUGGESTED THE ENIDWALL COLUMN REACTIONS( k EW 1 3/41' 0 1 RECESS 05 1 - 1/2 ''7 2. HERITAGE BUILDING SYSTEMS IS RESPONSIBI-E FOR THE DESIGN OF THE ANCHOR BOLT TO M,4XIMUM VERTICAL DL +CO+LL= 11.6 See flan PERMIT THE TRANSFER Cr- FORCES BETWEEN MAXIMUM VERTICAL DL +WL = -6.0 DETAIL C THE BASE PLATE AND THE ANCHOR BOLT IN MAXIMUM HORIZONTAL DL +WL = 2.e SHEAR, BEARING AND TENSION, BUT IS NOT Dia = 1 /8" RESPONSIBLE FOR THE TRANSFER OF: ANCHOR BOLTS IN RELATION TO THE CONCRETE. EfRACING3 REACTIONS PANEL &NEAR UNLESS OTHERWISE PROVIDED IN THE ORDER T DOCUMENTS, HERITAGE BUILDING SYSTEMS DE OS NOT DESIGN AND IS NOT RESPONSIBLE Bracing (k J Panel SII THE DESIGN, MATERIAL OFRTHE FOUNDATION EMBEDMENDTS. THE ENE) - -UJaLin Col - -wind- - - - Seismic- Shear Loc Line Line Horz Vert Horz Vert Nb/pt ) USE CUSTOMER SHOULD ASSURE HIMSELF THAT - - - - - - - - - - - - - - - 4DE01-14TE PROVISIONS ARE MADE IN THE L_EW 1 E 23 22 08 08 FOUNDATION DESIGN FOR LOADS IMPOSED BY D 2.3 2.2 0.8 0.8 1 COLUMN REACTIONS OF 6 THE BUILDING, OTHER F_5W A 2 ,3 1, 4.2 3.6 2,0 8 1/SIIIMPOSED LOADS, AND BEARING CAPACITY OF R_EU1 5 D 2.3 2.2 0.8 0.8 SUJ 2 " 211 THE SOIL AND OTHER CONDITIONS OF THE E 2.3 2.2 0.0 03 BUILDING SITE.IT IS RECOMMENDED THAT B_SUJ P 3 ,2 7.6 4.2 36 20 THE ANCHORAGE AND FOUNDATION OF THE See Plan BUILDING BE DESIGNED BY Ah REGISTERED DETAIL D PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION 410 MBMA 1986 LOW RISE BUILDING SYSTEMS MANUAL ) 3, BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) �oFrdebt�� spa o, h Ff)nLA,:ih\P \ �c �4 L Fo �O osia\ ISSUE REV. DESCRIPTION DATE � y oHERITAGE DESCRIPTION: ANCHOR BOLT PLAN ' OFES,10 � EUILDINCt CUSTOMER: JOHN KOEHLER 5-T- & EMe LOCATION: PECONIC, NY HERITAGE JOB 4' NYXIW&3 P. O. BOX 470 DRAWING BY DATE CHECK BY SCALE NORTH LITTLE ROCK, AR 12115 AKW 3/25/02 N.T.S. -- 1-S(DOJ-643-5555 JOB " LOADS DRAWING " ISSUE NYXI906 5EE COVER AI 2 OP -I 0 i I� 100'-0" OUT-TO-OUT OF STEEL _ 5 3 4 25'-©" � 25'_0" 25'_0" - E-3 RFI-1 E-2 - - RFI-I 1 E-2 RFI-I E-I P u W �E 403'/-16 2 ¢ I IW FB4 --- 1 40'-1 /52u F-2(Tyr) 4lTy d" - (Typ3(Ty S" 4' D4 3/41p A'-03/ 3/8" 051024 Ga. 55, Gavalume IL _ ________U� 12 FB -_ ________ ________________w _ 41A ` 121A -— ----------- F� 0FBAER ER- - Qp' FB40AFB�gF _ _____ --- ------- ----------------------- w - _ -- QA FBS O IRFI-2 RFI-2 12 t Rr RF - RFI 2 d W w� - ER-12 ER-2 N 0. _3(Ty J 2rYy J d-IrTyp> I I 'n EIR 3 i9 U I e r i W W81/4" ll'-511/16" RFI-2 ' RFI-2 RFI-2 3'-6 l/8" 8 11411 � _I iClearance 50'-0" OUT-TO-OUT OF STEEL 1I ER- E -d 1=RAME CR055 SECTION ,q UU FOR FRAME LINE 2 3 4 w w� A E-I n RFI-I E_2 RFI-1 E_2 RFI-I E_3 a PU PIN 2'-1 3/4" 3'-1 3/4" STRAPPING 24GA. (7YP.) ROOT MEMBER SIZE TABLE (in) 3'-I 3/d _ 13/4" —I2'-1 3/4'' —I3'-I 3/4" SNEETINGWEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE START/END THICKI LENGTH W x T x LEN W x T x LEN ROOF FRAMING PLAN PANELS LSu 24 Ga. S5 RFI-I 11.5/41.a 0313 1 143,0 6 x 1/4" x 182.1 6 x 3/4" x 145.4 41.8/42.0 031339.7 RFI-2 42.0/39.1 0313 111.4 6 x 1/4" x 240.0 6 x 1/2" x 12.4 39.1/29.1 0250 240.0 6 x 1/4" x 111.4 6 x 5/W' x 120.1 29.1/25.0 0,135 120.0 6 x 3/8" x 120.0 6 x 1/4" x 238.1 ROOF MEMBER TABLE MARK I PART LENGTH P-I SX35Z12 28'-I 1/2" P-2 SX35ZI4 30'-3 1/2" SPLICE BOLTS P-3 SX35ZI4 30'-3 1/2" P-4 SX35ZI2 28'-I 1/2" Spilce lop Of a Lo Bottom Of plate E-1 SEI4 24'-11 1/2" Mark G2nt T Dla Len ant Ty p Dia Len E-2 SEW 24'-II I/2" S Sp- 1 5 .4325 1 1/4 3 I/2" 2 4325 1 1/4 3 6z" E-3 5E 14 24'-II 1/2" - 2 6 A325 3/4" 2 1/2" 4 A325 3/4,12 12" FLANGE BRACES Both Sldes(U.N.) FBxxA(U: xx=length(In), (1)=one slde A - L2X2XI45 I nn O * TP 9t iY, =E 2 tlllA r _ 9 r xN`Po o.osoi� �2ir { Aa lP GENEF>AL NC E5. ISSUE REV. DE5CRIFTION DATE �Qy. HERITAGE DESCRIPTION: RIGID FRAME ELEVATION ? I. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABUI STABILITY TO THE BUILDING. E LDIN CUSTOMER: JOHN KOEHLER 3. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING v OFESSIONAL ENGINEER APPROVAL. Cj�STE�'IJ LOCATION: PECONIG, NY MANUFACTURER APPRO AL O RPR 4. DO NOT STACK SHEET BUNDLES ON ROOF, ONLY RAISE INDIVIDUAL HERITAGE JOB NYXI9063 SHEETS AS NEEDED. P. O. Box 470 DRAWING B DATE CHECK BY SCALE 5. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL NORTH LITTLE ROCK, AR 12115 AKU� 3/25/,x02 N.T.S. SHAVINGS CAUSED BY DRILLING. I-8rD0-643-5555 JoB " LOADS DRAWING " 155UE NYX19(O�o3 SEE COVER STI of 7 0 8 i BOLT TABLE: FRAME LINE 1 4 5 LOCATION QUAN TYPE DIA LEN ER- I -ER-2 8 4325 5/8" 2 " ER-2 -ER-3 5 4325 5/8" 2 " ER-3 -ER- 4 (5 4325 5/8" 2 " ER-4-ER-3 8 A325 5/8" 2 " ER-3 -ER- 2 8 A325 5/8" 2 " ETR- 2 -ER- 1 8 A325 5/811 21. Sm'-0" OUT-TO-OUT OF STEEL 50'-0" OUT-TO-OUT OF STEEL Corner—Column 2 4325 5/8" 1 1/2 " Column 2 4325 5/8" 1 1/2 " ®rE) D c e A 0 e c D E F Column 4 A325 5/81' 1 1/2 " 113/4" _ 14'-6 I/4" Ig'-01/4" 113/4" 113/4" Ig'-01/4" Id'-6" 15'_6„ 15'_6" 14'-61/4" 113/4" Jamb 1 8 A325 5/8" 1 1/2 " MEMBERTABLE LJ " Fs ER-2 s Q " I FRAME LINE 1 4 5 PMI R E -3 MARK PART LENGTH12 I I 12 12 PMI ER-1 ER-4 e ER-I 12 EC- I 8X35C14 14' - 5 13/1roll — ai al) —�_ al — EC- 2 8X35612 15/' - 8 5/Iro " G-3 G-5 G-10 G-12 G_g al G-15 EC- 3 8X-IOD14 IKl ' - Il 3/Ire 11 Tl _ G-5 _ _ G-7 DI-1-I _ �;, m D DH-I G-13 G-5 EC- 4 8X35C12 1-1 ' - 2 5/16 I, i C = EG- 5 8X35612 IE, 11 13/ICO ° � EC-ro 8X35C14 14' - 5 13/Ire " O G-2 _ -5 G_5 _ G-1 - G-'3 �' n G-11 p p a I G 5 cn G-14 N e 9 G-13 EG-7 8X35612 15 - II 13/I& " � IL7 G-I G- G-4 G-6 � G-gp � I'-d" — I'-d" � CGg I y. G-6 G-4 G- G-I I 11 o SIV c� ry �@ EC-8 SX35C12 11 ' - 2 e a I o Ute' EG-9 8X35612 LA � ER- I WIOX12 161 - E 6 1 -7 — — — — — — — — — — — — -- — — ER- 2 LIUIIOXI2 23 ' - � 5/I� " EC-1 EC-2 ECC-3 ECC-4 PC-S C EC-6 EC-1 7 EC-"1 EC-8 EC-3 EC-9 EC-6 ER-3 WIOX12 19' -a 1/4" o @ ER-4 UJIOXI2 20' -5 3/I& " 12'-0" 6'-0" 6'-m" 12'-0" = DJ - I 8X35614 Ira ' -8 11/16 " DJ -2 8X35C14 151 -811/1& " [)H- I 8X35614 121 -0" GIRT V-13/4" 1'-13/4, I'-13/4" _ GIRT I'-13/4" 1'-13/4" I'-13/4" G- I 8X25GIre 14' -9 1/211 _ I II'-13/4" II'-13/4" II'-; 3/4" G-2 5X25Z1rc 15 ' - 11 1/211 LAPS I'-13/4" Al--'-13/4" II'-13/4" LAPS T T ENDUTALL FRAMING: FRAME LINE I ENDWALL FRAMING: FRAME LINE 5 G-3 8X25ZIC IG ' - 1 1/211 G-4 8X25CIro 15 ' - 5 1/2 " G-5 SX25Z16 1-1 ' -91/2 " G-(o 8X25GIro 14' - 5 1/2 " G--I 8X25ZIC Iro ' - 4" G-8 8X25CIro 51 -0" G-9 8X25ZIG 5' -011 G- 10 SX25Z1(o 51 - 8" G- 11 SX25Zl& 5 ' -011 G - 12 SX25Z16 51 - 811 G - 13 8X25Z1(o fro ' -411 G- 14 8X25Z1& 15 ' -- II 1/2 " G - 15 8X25ZI6 Iro ' - -f 1/2 " CB- 1 14UJ-3730 221 -811 CB-2 NUJ-3130 211 -911 CONNECTION PLATE FRAME LINE: 1 4 5 ❑ ID MARK/PART I SC -5 FL-121 FL-121 FL-III TRIM TABLE. FL-111 o FL Il' FL 1° o FRAME LINE 1 & 5 OI MARK LENGTH DETAIL I XPL -31 14 - 211 - m @ r ry ry 2 PL -23 10' - 2 " TRII`i_5 Ifl N N ry IY N f fn ry \ ry \ ry IV ry N - a _ r _ 3 PL -2(oB 12 ' - 4" TRIM -I _' ry w 8 I I I ENDUJALL SHEETING 4 TRIM: FRAME LINE 1 ENE)WALL SHEETING A TRIM: FRAME LINE 5 PANELS 26 Ga. FR - NEED COLOR PANELS: 26 Ga. PR - NEED COLOR �pF tJEV✓ 1 D iP'� JALI�y9f ' e e.LP` d " M 1 r w n` V� 2 C I\� � � ���� � ' ISSUE REV. DESCRIPTION DATE o� i417RITAGE DESCRIPTION: ENDUTALL FRAMING a I. INSTALL ALL GIIRTS AND FLANGE BRACES (FB) AS SHOWN. )�U LD NC cusTOMER: uouN KOENLER 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. j`I "�oj LOCATION: PEcoNlc, NY 3. DO NOT ADD ANY ADDITIONAL WALL OPENINGS WITHOUT BUILDING HERn'AGE JOB 4 NYXn0ro3 MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL, P. o. BOX 410 DRAWING BY DATE CHECK BY SCALE 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL NORTH LITTLE ROCK, AR 72115 AKUI 3/25/02 I N.T.S. SHAVINGS CAUSED BY DRILLING. 800-G 43-5555 uoB " NYXlsoro LOADS DRAWING " ssuE - SEE COVER 5T2 Of' -I 0 II 0 MEMBER TABLE FRAME LINE A 4 F MARK PART LENG1-H E - I 8E 14 24 11 I/2 " E -2 8E 14 24' - II 1/2 " E - 3 8E 14 24' - II 1/2 " G- Iro 8X25C16 241 - II 112 '1 G- 11 8X25ZIG 26 ' - 1 1/2 " 5 5 G- 18 8X25C1� 24'- II 1/211 oo'-o" our-to-our of STEEL 00'-011 our-to-out of STEEL G- 19 8X25Z1( 27 ' - 3 1/2 " G -2� 8X25Z1/o 2�o ' - I I/2 " �2) 3 4 4 3 2 CB -3 IIU1-3730 291 -311 251.01 251.01 251_01' 251.01 251.0'1 251.011 251.01 25'-O" a GJ L:! L J TRIM TABLE 19 FRAME LINE A & F e E 1 6 E-z E-z E-3 13 e E-I J6 E 2 E-2 E-3 OIDMARK LENGTH DETAIL ro G-17 C'-Ig G_1g G-20 st G-I9 4 �L -83a Ia' -2 " TRIh'I_ IC G-I5 G-20 <J G-1'1 Hd _ - - G-19 G-20 � � 61 G-16 9 - C G-I5 G- 6 I'-4 ' S G_ 6 G_18 - _1 G-26 d - 11_411 2 _ — I T _ — — — I EC-6 RFI-1 RFI-I RFI-I EC-1 EC-6 I RFI-I RFI-I RFI-I EC-1 GIRL I'-13/d"+_ I'-13/4"+_ I'-13/4"x_13/d" GIRT I' 13/4" I'-13/d" LAPS I'-1 3/d" I'-1 3/d" I - LAPS —11'--1 3/4" --FI;-I 3/d" I'-1 3/d"�_1 3M.- SIDEWALL FRAMING,: LINEA SIDEWALL FRAMING: LINE F F -134 (Gutters with 4 downspouts) FL- E FE-134 Gutters with 4 downspouts) F -245 FL-241 FL-211 FL-24245 F�-245 rL-134 F1 ❑ ❑ FL-241 FL-211 FL-245 N PI N N N N N N N N N N N N PI N f4 N N N N PI N N N N N N N ry N ry N N N N 1 N N N N N N N N �1 N N N N N [J N N N ry N N N ry N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N CPT co a61 I I 0 0 0 0 m w m m m 0, 0, 0 I I I ro a m co m m N M N F\ m m m m m m a m e m m ro J LL LL J LL I LL L — — — -- — — — — — J L .— — — — — — — — - - — — — — J 51DEW.4LL SHEETING 4 TRIM: FRAME LINE A SIDEWALL SHEETING 4 TRIM: FRAME LINE F PANELS: 26 Ga. PR - NEED COLOR PANELS: 26 Ga. PR - NEED COLOR y�.T��PA A[din'• } 1 i 11 8 I. INSTALL ALL GIRT5 AND FLANGE BRACES (FB) AS SHOWN. ssuE RE V. DEscRIPr1oN Dare a HERITAGE DESCRIPTION: SIDEWALL FRAMING 2. WALL PANEL PROVIDE5 STRUCTURAL STABILITY TO THE BUILDING, I)UILE) ING CUSTOMER: JOPNKoEqL1=R 3. DO NOT ADD ANY ADDITIONAL WALL OPENINGS WITHOUT BUILDING M,4NUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. & lI- STEI"IE LOCATION: PECONIC, NY 4. ASTER INSTALLATION, WIFE ALL PANELS CLEAN OF METAL P. o. Box 470 HERITAGE JOB " NYXI90ro3 NORTH LITTLE ROCK, AR 12115 DRAWINKW D 3/25/02 cuecK Br scALE SHAVINGS CAUSED 51' DRILLING. I-S0m-643-5555 JOB NYX19lD6 LOADS DRAWING • ISSUE SEE COVER ST3 OF 7 0 STEEL LINE -, STEEL LINE -- STEEL LINE I '-N I /c 1 2 1 2 1/4" 412 S.D. SCREW 1 1 / � 4 2 3 FIN. FLOOR (2) 1/2'0 x 1" FIN. FLUOR AHo7 BOLTS CU ROOF PURLIN HOT BULLED ENDWALL CORNER COLUMN RAFTER j�— ENDWALL w �. �� �j ;��F-G1 RAKE ANGLE —" ° EN WALL BOLT, / — RAMP L' / (PM-ll U ,. ' � � W ca /. BOLT, 0.5' BOLT, 0.5' ENDWALL ° ° 0.5' x 1.5` J j�/ IF REQ'D) a J �/ o BY 1.0' COLUM14 p p _ WELDED BY 10' w = /� w = —- - - PLATE WELDED z z o o PLATE O O a a PA325 X 1 1 P" WELDED o - SIDEWALL NET BULLED LTS °SLOPEDCONCRETE NOTCH TCI ENDWALL CLIP ENDWALL COLUMNo GIRL ENDWALL KEEP WATER OUT OF BUILDING RAFTER -� GIRT ° BASE PLATE END ALL GIRT o ° PLAN ELEVATION CONCRETE NOTCH DETAIL CONCRETE DETAIL FOR ENDWALL COLUMN TO ENnwALL GIRT \\ BASE PLATE TO W ALKDO❑R A 7 SECTION THRU HOT ROLLED B 4 C1U ENDWALL OLUMN T❑ WALL GIRT C11 ENDWALL COLUMN T❑ WALL GIRT D1J CORNER COLUMN T❑ WALL GIRT E4 AT OVERHEAD D❑❑R ENDWALL RAFTER HOT ROLLED RAFTER ENDWALL COLUMN ROUF ENDWALL HUT ROLLED zf PURLIN EAVE STRUT ENDWALLENDWALL ENDWALL RAFTER RAFTER o t DOUR JAMB COLUMN ° ° E ° RIGID FLANGE FRAME ° BRACE _ - o o + I o o - - COLUMNCOLUMN COLUMNFLANGEO O0 0 ° oRIGID BRACEFRAMEFLANGE I BOLTS, D.5'BRACE o' (tYP) o ° ° 1 F ° ° RAFTS r _ - - - °J _ - HOT ROLLED WALL ENDWALL RAFTER BASE FLATS BASE PLATE - SEE ENDWALL DRAWING FLAN ELEVATION FOR BOLT DIA AND TYPE. SEE ENDWALL DRAWING PLAN ELEVFlIIUN FOR BOLT DIA AND TYPE GIRT (6) 1/2" x 1" A307 BULTS (6) 1/2"0 x 1" A307 BOLTS BASE PLATE TO BASE PLATE FOR 1 WALL GIRT WELDED PLATE 1/2"0 x 1 I/4" A325 BOLTS E5 ENDWALL DOOR. JAMB L8 ENDWALL COLUMN � � v2 RAFTER SPLICE ALONG SURFACE F12 RAFTER SPLICE R❑❑IF PURLIN T❑ H2 WALL GIRT T❑ WALL GIRT TO FRAME COLUMN Ig EAVE STRUT TO H4 AT SURFACE CHANGE INTERI IR FRAME RAFTER INTERIOR FRAME COLUMN O HOT ROLLED RAFTER — EAVE STRUT SIDEWALL COLUMN OPENING WIDTH _ DUMB JAMB � SHOP CLAMP ON CABLE SHOP CLAMP OIJ CABLE CLIP COLUMN OR COLUMN OR WELDED �WELDED /- � RgFTER WEB ANGLE / TO HEADER RAFTER WEB _ HILLSIDE HILLSIDE O o JAMa ➢GMB JAMB -�" o � r CABLE WASHER CABLE WASHER J n 1/2°0 x 1 1/4' ' FLAT FLAT PANEL ° p WALL A325 BOLTS ° WASHER EYEBOLT WASHER 0 O I POP RIVETS EYEBOLT AT z" O.G. CULUhIIJ - EAVE STRUT - - - DOOR HEADER ANCHOR FIELD CUT PANELS ' NUT SLOT IN WEB TO I SERT NUT BOLTS AS REQUIRED OPENING NEI HT CLIP WELDED SECTION ELEVATIOIN SLOT IN WEB TO INSERT HILLSIDE WASHER POP RlveTs T❑ RF COLUMN WALL GIRT HILLSIDE WASHER AND EYEBOLT BASE PLATE WALL AT zo'� oc HEAD \ SECTION ELEVATION 1/2"0 x 1" A307 BULTS (TYP) 1/2"0 x 1" A307 BOLTS (TYP) AND EYEBOLT PANEL TRIM `HEADER EAVE STRUT TO D❑❑R HEADER TO PLAN ELEVATION TSB K � WALL GIRT TO DOOR JAMB NI3 QI DIAGONAL CABLE, EYEBOLT END Q� DIAGONAL CABLE, EYEBOLT END ANCHOR BULTS AT SIDEWALL COLUMN JAMS TRIM o_-R��TAIL WAD TRIM DETAIL O RIGID FRAME O O D❑❑R .JAMB R3 FOR "R" PANEL FOR "R" ! "A" PANEL ROOF PANEL OPEN WALLFL-514 PANEL FL-515 STITCH SCREWS AT 20" O.C. `LINER nip i BOLTED--_ OLTED— O O PANEL JAMB STITCH SCREWS END PLATE ---TOP BOLTS, SEE TOP FLANGE 0 O LINER TOP FLANGE ° ° DRAWING FOR SIZE. 0 O -TOP BOLTS, SEC PANEL BOLTED DRAWING FOR SIZE, snTCH scREws aT zm^ oc EAVE At 2m" OC - - O ° _INTERMEDIATE BOLTS, �\ STRUT LINER - I PLATE PANEL POP T. VETS AT Iz° o.c. THE NUMBER OF TOP O o —INTERMEDIATE BOLTS, ` RooF / WEB OR BOTTOM BOLTS WEB THE NUMBER OF TOP SAA tl� PURLIN / p\ STITCH SCREWS LINER) FIELD OUT PANELS OPENING HEIGHT GREATER THAN FOUR. GR BOTTOM BOLTS �MEMEtER SCREWS J v AT zo" CO. PANEL As REQUIRED -/ GREATER THAN FOUR. LINER SHEETIhIG MEHBER SCREW \ J WALL ANIGLE AT 12" O.G ANGLE AT I]" O.¢ JAMB POP R VETS HEAD \ ° ° O O CORNER PnNEL TRIM LINER \\\ �- -BOTTOM BOLTS, SEE TRIM 6" PANEL AT zm° ¢. TRIM HEADER BOTTOM-' 0 ° DOT70M BOLTS, SEE BOTTOM o O imm FLANGE DRAWING FOR SIZE. FLANGE DRAWING FOR SIZE. Im CORNER TRIM DETAILDETAIL LINER TRIM DETAIL LINER TRIM DETAIL TRIM DETAIL AT COLUMNS COLUMNS JAMB i IM D TAIL HEAD TRIM DETAIL BOLTS FOR RAFTER T❑ BOLTS FOR RAFTER TO FOR LINER PANEL FOR LINER PANEL U3 COLUMN CONNECTION U4 COLUMN CONNECTION FOR "A" PANEL AT SAVE AT ENDWALL FO INE PANEL n TOP FLAPIGE ° ° =]-TOP BOLTS, SEE YZ BOLTED ° ° DRAWING FOR SIZE. N�`Q H° 2 " END �BB7 FLAT[:—. O O ^IIITERMEDIATE BOLTS, { Op 10NP WEB ---- ISSUE REV. DESCRIPTION DATE �Qy HE FR I TA E DE5CIRIPTION: DETAIL DRAWINCx5 THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. o ° I BUILDING CUSTOMER, JOHN IGOEULER BOTTOM o o __I -BOTTOh1 BOLTS, SCE FLANGE -- DRAWING FOR SIZE. � �j��1"�� LOCATION: PEcoNlc, NY I ERITAGE JOB 41 NYXI9(de,3 P. O. BOX 41 D DRAWING BY DATE CHECK BY SCALE BOLTS FOR RAFTER TO NORTH LITTLE ROCK, AR 12115 AK` 3/23/02 N.T.S. U� COLUMN CONNECTION I-SOS-643-5555 JOB " LOADS DRAWING " 15 NYxI(Bo 3 SEE COVER Std of 7 i INSIDE CLOSURE W/ INSIDE CLOSURE W/ CONTINUOUS RE TAPE 4�- CONTINUOUS 1/2" TAPE THOU HOURS A WEAT AT 7 EASE le THE 51DL 6" MA5TIC TOP 4 BGTTGM TO TICMTY EXTEND OWN ROT THE OP OF P MASTIC TOP 4 BOTTOM GUTTER STRAP THE RI MUST HE MAS DOWN FRaS THE TOP cf 3' O.C. ROOF ERECTOR NOTE THE RIB TO THE MASTIC qJ THE SAVE IROOF RG 1 CLOSURE.THE MASTIC EXTENSION PANEL- STITCH SCREWS PANEL AT EACH LAPPED GIRT CONNECTION, ( ) YA19r SPLICE INTO THE SAVE nASTIC- MASTIC FASTENER "! 3 PER STRAP _ V2"r. I" FIN HEAD BOLT HW36 ———— MU57BEUSEDTOATIACHTH C�COLU N P INBEdRI RIB ___-- ---- - ��� FIR5TGIRT ToTHE GIRT CLP OF- 4 LAPPED CONDITION, THE BOLTMU STITCH SCREWS A65EMBLY MUST BE WRENCH TIGNf pLdT, EAVE MEMBER SCREWS AT 9," O.C. MEMBER SGREWS PRIOR TO THE 5ECOND LAPPED GI T TRIM - AT 6" O.G. AT 6" o.c. BEING INr,TALLED. REFERENCE TH STITCH SCREWS t INSIDE r �` MEMBER SCREWS STANDARD "OSNn LAPPED GIRT DETA " AT Ir' C.C.PICLOSURE AT 12" OC. FOR MORE INFORIATIO . OUTSIDE -� MEMB 2R05CREW5 ppuBLE sroep Td A T AT CL05URE GUTTER GIRT INSIp CLOsu sr I I w SEALING THE EAVE EA cLasu o GUTTER SHOP LD CLIP T I PANE `EAVE WALL EAVE ALLOW ROOM O5 INSTALL STRUT PANEL STRUT nasrlc AND cLowRE STRIP ROOF PANEL MASTIC OUTLAR ERGO VAPOR BARRIER POLO IVl` AND POLO BARRIER OVER I I I I I INSIDE CLOSURE s EAVE DETAIL WITH r,UTTER L -- # -- EAE RIM— — EAVE DETAIL WITH SIMPLE L_ 3/a ___ �_____ BLANKPT INSULATION EAVE TRIM AND SHEETED WALL AND SHEETED WDLL 1 ,/211 11/2111 3/4" OSURE SIDED TAPE GIRT LAP GIRT LAP CAULK CLOSURE pN'SIpE GLp50RE SPLICE SEE ELEVATV AT SEE ELEVATION (SHAPE MAY VARY, EAVE STRN M4 SELF TAPPING - WALL PASTEHER W OR EW GIRT DETAIL WALL PANEL HAVE TRIM 7 RAKE TRIM LAPPED GIRTS 9 INTERIOR BAY COLUMNS NOTE: INSULATION MUST BE INSTALLED NOTE: 115E� (ERECTOR AS SHOWN OR ROOF- WILL LEAK. NOTE FOR TYPICAL WASHER REQUIREMENTS EFERENCEl STD. 1/2° A3 WI WRu I� Pop Rive \ Pop Rivet Lap 2 (7yp) Gaulle And Pop Rivet 1111 Gutter J CORNER BOX OUTSIDE FLANGE a SECOND LAPFEL' GIRT Downspouts Downspout CORNER BOX TIE-IN Downspout Strap I Downspout Strap — GIRT LAP BOLTS NOT II II It n II u SHGULN POR CLARITY. / R Panel A Panel Field Bend Gutter A REFERENCE THE STD. "R1I PANEL WALL "A" PANEL WALL LAPPED ARP HD GIRT DETAIL Tags Into Downspout Downspout OSE REOUIREMENT5. I DOUMPOUT STRAP ATTACHMENT Pop Rivet 1211 I 1211 1 FIN HEADOLT � h DOWPOUT 70 GUTTER DETAIL 31211 L1211 021, L1211 91211 21211MK W (NO WASHER REO'D) FIRST LAPPED GIRT �� / GIRT CLIP MEMBER SCREW LOCATION Detall "A" Gutter M M ER5 EXCEPT AS NOTED) STD, I/2" H04 (ALL E B Nuts MK Nmamm A301 \ �I Gutter X 11 Eave Strut 12" 1211 12 I/ \ 21211 YI1 2I21I 21211 '111 21211 21211 21211 L L L Downspout Strap\ Meld Cut Cutler With X" Pattern III 0 ,vel— II "All II II P R MEMBER SCREW LOCATION Detail A p I 5Ec71oN A (PEAK PURLIN EAVE 5TRUT AND PANEL END LAP5) /Girt Splice Stitch Screws Al Continuous 1/2" Tape Mastic d 20" On Center 1211 1211 1211 (If Req ) — "r 1011 211 1011 211 1011 211 n1V ,--Extended Leg On l ii Wall Panel PER Panel Only 1 Downspout // Base Angle AVE HEIGHT QUANTIT D.S. STRAP QUANTITY DETAIL IIAII MEMBER SCREW LOCATION Detail "All / 10'-0 2 Roof Panel ;�� (ALL MEMBERS) Finished Ploor 121-0 2 Member Screws ° a a 161-0 2 of 41a o NO•�C Continuous 1/2 Tape Mastic a G. Stllch Screws Al p 20" On Center A ° A ° o ° 6 2 mo-��rrpD nLA y 5GIREW PATTERN5 6POWN, 20 0 2 Double Bead Tape Mastic W15E1' UL-90 DODUJSPOUT DETAIL AT SHEETED WALL 25'-0 3 '`t 21' _ ��=Extended Ley On \ EQUIREMENfiS FOR 8001=. m its^ N Purlln I''PSRq-" Panel Only �o ROFEsa�St`Py IJ� IAIL "f-4A11 SECTION THRU PEAK PURLIN AND PANEL END LAPS ISSUE REV. DESCRIPTION DATE �Qy I—{�EfRIT 4 � DESGRIPTION: TRIM DETAILS i F5R` AND X1 PANEL PROOF nPBRll PANEL WALL 5u I LD INGr CUSTOMER: JOHN KOENLER SIV #IV \ 1�1V UJi� =la 5�-5 EE 15 LOCATION: PEGONIG, NY P-O. BOX 4-10 HERITAGE JOB a NYXI9063 1 NORTH LITTLE ROCK, AR 72115 DRAWING BY DATECHECK BY SCALE I-SDD-6d3- 555 AKUJ 3/25/nD2 N.T.S. JOB " LOADS DRAWINGS " ISSUE NYXI9(D63 SEE COVER ST5 of 7 D I — – j – Iq