Loading...
HomeMy WebLinkAbout37405-Z Town of Southold Annex 7/3/2013 P.O.Box 1179 x 54375 Main Road oy Southold,New York 11971 1 CERTIFICATE OF OCCUPANCY No: 36333 Date: 7/3/2013 THIS CERTIFIES that the building FARM BUILDING Location of Property: 2325 Horton Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 63.4-1.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/20/2012 pursuant to which Building Permit No. 37405 dated 7/30/2012 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: barn as applied for. The certificate is issued to Cornell Properties Corp (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7 ized gignaturl TOWN OF SOUTHOLD a�g11fF01,��0� BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ca oy�• o� SOUTHOLD, NY a BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37405 Date: 7/30/2012 Permission is hereby granted to: Cornell Properties Corp 22 Wright Rd Rockville Centre, NY 11570 To: Construction of an Agriculture Building; Barn, 42 Ft. X 60 Ft., as applied for. At premises located at: 2325 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot# 63.-1-1.5 Pursuant to application dated 7/20/2012 and approved by the Building Inspector. To expire on 1/29/2014. Fees: FARM BUILDING ALTERATIONS $150.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50:00, Total: $260.00 Building Inspector ,.... Form No.6 D TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL JUL 19 2012 765-1802 BLDG.DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANLY TOWN OF SOUTHOLD 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. 7 17 New Construction: X Old or Pre-existing Building: / (check one) Location of Property: House No. Street� Hamlet Owner or Owners of Property: d6 ,17e_11 __z&5z Go/� Suffolk County Tax Map No 1000, Section 6;3-I A< Block / Lot f�� 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) L t7b Fee Submitted: $ 01 6WC�� •Y lk6l cant Signature Town Hall Annex p�aS�FF�I�COGy Telephone(631)765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 v - Southold, NY 11971-0959 'y4j �a0�' roger.richerticDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cornell Properties Corp Address: 2325 Hortons Lane City:Southold St: NY Zip: 11971 Building Permit* 37405 Section: 63 Block: 1 Lot: 1.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EECO Electric Corp License No: 2816-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor x 1 st Floor X Pool New x Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures 3 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: BARN, 200a underground service, 1-well pump Notes: Inspector Signature: Date: June 17 2013 Electrical Certificate.xls ' OF SOUjy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLOG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE -7 �� INSPECTOR FIELD INSPE�QN REPORT DATE CONMENTS FOUNDATION(IST) Q • FOUNDATION(2ND) • z CA ROUGH FRAA!nNG& y PLUI MING U ai V � H INSULATION PER N.Y. GJ STATE ENERGY CODE 4 bi e)?— i A FINAL ADDITIONAL COMMENT �` �+ran► No p,r,0 d � y A` 0 y� ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWICH'ALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval rt FAX:(631)765-9502 7 Survey SoutholdTown.NorthFork.net PERMIT NO. 1 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ®_20 Mail to: Disapproved a/c Y L)Aa 1 Z Phone: i Expiration 20 EC Building Inspector APPLICATION FOR BUILDING PERMIT J AN 2 7 2012 Date ,20 INSTRUCTIONS ' a.F1tlh�s c I �n MUST be c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o cc o scale.Fee according to schedule. 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 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 shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. gnature of applicant or name,if a corporation) (Mailiadaddress of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 0W / Name of owner of premises (; ,.yza— %,2o�_4 lf6 zlb (As on the tax roll or latest deed) If ap ation,s�ature of duly authorized officer ame all7title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed work will be done: oOTon/C Z4" ic r?Noc!) House Number Street Hamlet County Tax Map No. 1000 Section /666 Block_ Lot Subdivision Filed Map No. Lot . r 2. State existing use and occupancy of prem' es and intended use and occupancy of proposed onstruction: a. Existing use and occupancy (/ ,n/ �Ai�y► �i Pa( P DAD�) b. Intended use and occupancy M 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work I (Description) 4. Estimated Cost /CDr eUO Fee sl 1�a (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front L/2 Rear 1/2 Depth (p b Height •3!1 411 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 Rear_ Depth Height Number of Stories 9. Size of lot:Front y9 Rear !VC/ Depth G 10.Date of Purchase Name of Former Owner Z,Q/1, -A Ne r4 y 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO_X- 13.Will lot be re-graded?YES NO Will excess fill be removed fro remises?YES—_NO 14.Names of Owner of premises /-��Ff�. i+�=((, Address 9ock5�lc `t -,C Phone No. %/7-06,9721 Name of Architect Address Phone No Name of Contractor &6 J(G4 o Address Phone No. G,31-692' 416 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?*YES 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. 18.Are there any covenants and restrictions with respect to this property?*YES NOS *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O1�`, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 'l �,-, • A (Contractor,Agent,Corporate 0 (cer,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 Uxb e me thiS�� d —day of LYUDMILA FAY A. Notary Pub ' — No. 01 FA603008PfIo ublic Si re of Applicant Qualified in Nassau County Commission Expires Sept. 7, 20 l FOR INTERNAL.USE ONLY � Jm J�- SITE PLAN USE :DETERMINATION Initial Determination Date: Date Sent: Project Name: �� � _� Project Address: 123622L�= = xQ Suffolk County Tax Map No.:1000- 6 3 - l - Zoning District: Request: /l'eAA; (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: LkA Si ature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: / Decision: GinnattlrP of Rnildina Insnartor MAILING ADDRESS: PLANNING BOARD MEMBERS 0 SO P.O.Box 1179 DONALD J.WILCENSKI O�� y�l Southold,NY 11971 Chair � � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR co Southold,NY Telephone: 631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD .July 10, 2012 C Mr. Clifford .Cornell JUL 1 1 ZQ 22 Wright Road Rockville Centre, NY 11570 BLDG.DEP.T. :Re: :Approval: Proposed Site Plan for Clifford Cornell _ X��®r�01°TH0LD Located at 2326 Hortons Lane, ± .25mile south of CR 48, Southold SCTM#1000-63-1-1.5 Zoning.:District: R-80 _ Dear Mr. Cornell: The following resolutions were adopted at a meeting of the Southold Town Planning Board on July 9, 2012: WHEREAS, this site plan is for a: roposed 42' x 60' metal building for agricultural/farm .storage to include tractors, plows, loaders.and hops on an 8.5 acre parce in t e�_ Zoning District; and WHEREAS, the applicant submitted an application for site plan review on March 29, 2012; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental. Quality Review(SEAR) (6 NY:CRR, Part 617.5 (c) (3) has determined that the proposed action is a Type 11 Action as'it falls within the following description for 6 NYCRR, Part 617.5(c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQRA review; and WHEREAS, on May 21, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 29, 2012, the Southold Town Fire Inspector reviewed and determined that there was adequate fire.protection and emergency access for the site; and Pagj= uly 10 J 2012 I` Clifford Cornell 012 the Southold Town Architectural Review Committee WHEREAS, on May 31, 2 was acceptable, reviewed and determined that the proposed building i on June 4, 2012, a public hearing was held and closed by the Planning WHEREAS, Board for the above-referenced site plan; and on June 14, 2012, the Southold Fire District determined there was i WHEREAS, enc access for the site; and adequate fire protection and emergency ld Town Engineer reviewed the above- the Southold WHEREAS; on June 18, 2012, proposed drainage m referenced application the hcation and has determined that the um requirements of Chapter 236 for Storm Water Management; andd minim Inspector reviewed an WHEREAS, on July 3, 2012, the Southold Town Chief Building District; and certified pr oposed roposed site plan as a permitted use i the A-C Zoning n 5 2012, the Town of Southold LWRP Coordinator torbev consistent with, 'WHEREAS.-on iewed the July Proposed Pr 1 above-referenced project and has determined the prop- _ Southold Town LWRP policies; and Planning Board, pursuant to §280-133 C of the in §280- II WHEREAS, the Southold Town or all of the requirem they Southold Town Code, has the discretion to waive any ications involving uses strictly related to a Codle§280 long as maintain 133 for those appl application is are not necessary to further the objectives set forth m Townis und that th public he alth, safety, and welfare. The Planning Board Ian requirements because it is an -eligible for a waiver of certain elements of the site p agricultural use; and Southold Town Planning Board, pursuant to Southold Town Code WHEREAS,the S or waive the parking requirements for Site has the discretion to vary public §280-131 B (5), so would not have a detrimental effect on the ubli and Plan Applications where doing Board health, safety or general welfare, and will not have the effect of nullifying hea , of parking requirements because provision of the Site Plan Requirements chapter of the Town Code. The Planning has found that this application is eligible for a waive there is no need to pro vide for parking -the application is for an relative touthe proposed part of an active farm operation and the parcel is large in size r structure. Further, the building will not be open to the public; and Southold Town Planning Board determined that all WHEREAS, on July 9, 2012, the applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan met; be it therefore Approval of the Town of Southold have been n lanning Board hereby waives the parking RESOLVED, that the Sabovel�and be Town et further requirements as noted proposed that the Southold Town Planning Board has oldtLocal Waterfront mined that this prop RESOLVED, policies of the Town of Sou action is consistent with the p &-i;-, +inn Program; and be it further Clifford Cornell Page Three July 10, 2012 RESOLVED, that the Southold Town Plan nin Board grants Approval to the site plan entitled "Clifford Cornell', prepared by Anthony W. Lewa ion arch 29, 2012 and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor liahting shall be shi o the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm�ater run-off from grading, driveways and gravel areas must be ggnt iw on site. 3. Proposed storm water run-off containment systems must be inspected by the Town En i t the time of installation. Please call the Southold Town ng neer prior to beginning this work. 4. Approved Site Plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless'the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan; no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the.above, please contact this office. Very truly yours, Donald J. i censki Chairman Encl. cc: Building Dept. w/map Town Engineer w/map MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSHI ��OF SO!/T�o Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III '(cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �ly`,oUFIY 1'�'�� Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 2, 2013 Mr. Clifford Cornell 22 Wright Road Rockville Centre, NY 11570 Re: 'Approved Site Plan for Clifford Cornell Located at 2325 Hortons Lane, +/-345' s/o CR 48, Southold SCTM#1000-63-1-1.5 Zoning District: R-80 Dear Mr. Cornell: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made June 26, 2013. The site is now in conformance with the approved site plan entitled "Clifford Cornell", prepared by Anthony W. Lewandowski, dated. March 29, 2012. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Q E EE Donald J. Wilcenski Chairman cc: PlanningBoard BL DEPT. TVIN Or SOUT OLD Heather Lanza, Planning Director Michael Verity, Chief Building.Inspectorv/ 1 Jamie Richter, Town Engineer TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 8, 2012 TO: Cliff Cornell for Cornell Properties Corp. P O Box 167522 Wright Rd. Rockville Centre, NY 11570 Please take notice that your application dated January 27, 2012 For permit to construct a new 42'X 60" barn at Location of property: 2325 Horton La., Southold,NY County Tax Map No. 1000 - Section 63 Block 1 Lot 1.5 Is returned herewith and disapproved on the following grounds: Pursuant to Article MV, Section 280-127, Site Plan approval from the Southold Town Planning Board is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. meiissa.spiro L town.souttiolu.ny.us (corner of Main Road&Youngs Avenue) Telephone(631)765-5711 Southold,New York Facsimile(631)765-6640 �p� MAILING ADDRESS: NOV, P.O.Box 1179. Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD December 20, 2011 Cliff Cornell 22 Wright Road Rockville Centre, NY 11570 RE: SCTM # 1000-63.-1-1.5 CORNELL Property (f/k/a Conway, George T.) . Request for Land Preservation Committee Review of . ;proposed barn on property,on which Town owns a.development, rights easement Dear Mr: Cornell::- The Land Preservation,Committee Members, in accordance with Section 70-5 C. (2) [3] of the Town Code, reviewed the request you outlined in an application dated October 6, 2011 for a replacement barn in the southwest corner of the property. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. Section 70-5-C. (2) [3] requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The Committee is approving the use you requested,.as listed and clarified below, to be allowed within the development rights easement area.'.The Committee's_approval does not mean that you can proceed with construction.-All improvements are subject to all applicable Town Code requirements. 1. Construction of a_42'x60' Morton Style building to be located in the southwesterly coener'of the property replacing an existing old barn;in.this same area.. 2. Building use is to be for the storage of farm vehicles and agricultural equipment such as tractors, etc. Please note that the Committee's approval of the uses within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding the above. Sincerely, G Melissa Spiro Land Preservation Coordinator /md encs: .landowner's application & survey showing proposed location cc: Planning Department w/ landowner's application & survey Building Department w/ landowner's application & survey 1 melissaspiro@town:southold.ny.us j (comer of Main Rd&Youngs Ave) o Southold,New York Telephone(631)765-5711 Facsimile(631)765-6640 �y i 0� MAILING ADDRESS: P.O.Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD REQUEST for-Agricultural Structure Placement on PDR Lands, Tax Map No. 1000- - of I am the owner of the property described below and on which the Town purchased a development rights/conservation easement on or about 12.1 (date). Name of Owner(please print): ?_:7X_ ti,�,i Lf Name(s)of previous owner: rr�Auk ti"zas4Ir (if applicable) (�((� �n�] Mailing Address: (�� 1 WOCT ����U�� Phone Number: -&90-qq,97 1 DEPT.OF LAND Property Location: cam+e PRESERVATION List type,size, and use of each agricultural structure proposed: � r / J Z 51'a'-C use Z12'X Coo / iXu.&I'l 4 Al xx r 2 rz>o��,1k4 e P055 eyi� , *Attach location map (survey, tax map, or sketch plan) showing placement area of agricultural structure(s), distance from property boundary lines,and any readily available information relating to your request. You may talk with-the Coordinator.,at_(631)765-5711 to discuss_questions or to arrange to participate in any of the regular meetings of the Land Preservation Committee. Applica'"`:- Date Please return the completed form with attachments t" Town of Southold=Land Preservation Department• 4��'. *All attachments must be signed and dated by propert"wner. r Sat'�o ,moo �o Town Hall Annex Telephone(631)765-1802 W75 Main Road (631)765,9502 P.O.Box 1179 • rogend ert(tUtown southo ny us Southold,MC 11971-0959 ! � i MaDING DEP I A�FtTMENT I TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Art s - I e5 Date: Company Name: -- Name: License No.: 2 g i Lo._ ,-'n E Address: 3S( C'oun �d �' 2cG r� C, NJy Phone No.: JOBSITE INFORMATION: (*Indicates required information) ; *Name: C a r *A:+dress: *Cross Street: *Phone No.. cl I — a d�� z') Permit No.: i Tax-Map District: 1000 Section.?L Block: 1 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) Is job ready for inspection: YES/ O_ Rough In Final 1 *Do.you need a Temp Certificate: YES/ NO {k-a5-P e--,o:a or Xax -1 toS S 133 Temp Information if needed *Service Size: 1 Pha Whase 100 150 200 300 360 400 Other *New Service: Re-connec� nderground umber of MMeet� Change of Service Overhead Additional Information: WITH APPLICATION �J (n - x 5:�_ -- _So�V i JUL Z.0 824Request for llecUoi Form I BLDG.DEPT, TOWN OF SOUTHOLD o��pF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 �l • �O y�4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 28, 2013 Cornell Properties Corp 22 Wright Rd Rockville Centre, NY 11570 Re: 2325 Horton Lane,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) V/Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 37405 —Agriculture Building BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ? If-I Date Reviewed. 7^ • T � 1 Applicant: Owner: ti AxchtreWEngineer: Estimated Cost: l 00 SCTM# 1000 — �3 — S Subdivision: Zone: /\ 7�0 Conforming? Y5 Property Address: �3°� �- "``� City: Pre COS? Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/CIO Z- ,Info: BP . -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required. Y 06Determination: STOP,MINT : R_ck N-o,F F:_ a REQ. Lot Size: ��� 0°0 ACT. Lot Size: ����- REQ. Lot Cov. O 7o ACT: Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear PaO. Height. 3 5� ACT. Height R E Q° 6oTH Si DIES --ACT_ Project Description: FT X - Waterfront? Y o N If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: �— ADDITIONAL APPROVALS REQUIRED QLR N S(If) SIGNED, SE.4LED L SuRVEY oR SITE PI-AN a Suffolk County Health: Y orl- If yes, *Bed#: _ *Date: _/_/_*Permit#: Town Septic: Y19 - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y 06V_ Date: / /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y oro- Date: / /_ Permit#: or NJ Letter-Notes: Southold ZBA: Y ooDate: _/ /_ Permit#: -Notes: Southold Planning:Or N- Bate: 7/ /0/ �� Permit#: -Notes: Town Landmark C of A: Y o TE: _/ / *NYS CODE-Compliance (page 2): Y or N CoNTRA-CT'oR QCe-N t 15ABIL1 1-I/4B1L.JTY .VoRkIfENS COMPenfs5.q,-T/Od Notes: Fee Structure: Calculation: Foundation: SF X $ o O +Initial Fee: $ © o First Floor: SF ��_ Second Floor: SF + Additional Fee ^): $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ + Additional Fee ( _�: $ C of © FiEE) 4-�0 r 00 AS B CI I LT FEE TOTAL: $ /-S NEW YYORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: Ground Snow Load:20 Wind Speed; 1ZOMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: - TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AN.D GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%. Y/N TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N .ENERGY CALCS: Y/N (RESC'NECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) S DO NOT PROCEEDWiN COMPLY WITH ALL CODES OF OCCUPANCY OR FRAMING-PROCEED NEW YORK STATE & TOWN CODES OF.F'OJJND .. ATION E �-7D AS REQUIRED AND CONDITIONS 01 APPROVLEI�; q kEl 'p USE IS UNLAWFUL . 0 o. DAT p t 37fos- 'SOUTHOLD TOM ZBA WITHOUT CERTIFICATE SOUTHOLD TOWN PLANNING BOAR NOTIFY —PARTIVIENT AT OF OCCUPANCY 765-18(' PM FOR THE SOUTHOLD TCIVVN TRUSTEES FoLLc)V'V'N C—i IONS: ELECTRICAL N.Y.S.DEC TWO REQUIRED CONCRETE INSPECTION REQt RETAIN STORM WATER RUNOFF 2 Pr'i-)G PLUMBING, PURSUANT TO CHAPTER 236 S. ELECTRICAL&CAULKING OF THE TOWN CODE. 4 - ,-ONSTRUCTION&ELECTRICAL rd Lj,S, BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERR . m•V2* 4&j our-Toaurocsre O m•sra . m.ye m•+• 16 A A A 2 2t A Al C x 0 Mkli( J)c B B C 31W 31/f �+ C E o E•O 7 D A DS D D >,a D of A D ,aa c., a c , ANCNOR BOLT GYFNSIONS ' FRl1AtEUNE - DgAFI�StONS ANCHOR BOLT PLAN NOTE M Base Plres®10a-'pf N 1 mmr=T SU N.W.7N D£LRAY AVE. ELR^ B BEAp{FL 3348 OF TEL.:800-29S400T ANCHOR BOLT PLAN ra.o nn4463 SPLtCE PLATES A BOLTS tfARK IfE11SER 11ut TWan trV T Oia 1N�4Thck h SP•t 1 4 4 0 AMS 0750 225 V SB' 2'.21T tp ?y SP62 4 4 0 A32S OCS 175 S 3�a' 1'•9+Aa , FLVVVGEBRAC.ES ttlO-S ae.RlTro See ^ FBasitl n.eenpogml . B•l2ttSttt2 ' e y \� / \ �h T2 / \\ tJ ! I I 4 I j k ! I e I I I ! I I 1 I ti I Sw r.0w1t: aT�STr r•9wt0' sw C1ere+m OF RIGID FRAME CROSS SECTION D FOR FRAME LWE 2 3 GENERAL NOTES: Suffolk County /tBM� MarkSM Relyl t wwaei OFP rmiucNowiamwomagBOLTm. METAL BUILDINGS 1A 9TNA325 N S.B0LT0 At0 p{STAyLEO BY TV@'IIAN0FTIE NUP tVEttQO. 985 N.W.1T7H AVE 2 ALL FMD pOta�CT10V180F SECOltDrVtT FtVA10N0 LWIBEBOLTm1MTN - awEIDlr+aPRoeEssE8 t1tE0BY 4NAlFAOTURERMEOIKCORDhNCE1NTNSEO DELPAY OF-ACK FL 33440 gr2ml OF 1.30FAWSOt.t. TEt-800-203-2007 MrAD FRAME ELEVATION ono nrA463 SPI E BOLT TABLE MEMBER TABLE Qt Mark Web Depth Web Plate Outside Flange Inside Flange Mark' Top Bot Int Type Dia Length Start End Thick I Len th W x Thk x Len th W x Thk x Length SP-1 4 4 4 A325 0.625 2.00 RF1-1 12.0 25.0 0.135 203.6 5 x 1/4" x 186.8 5 x 1 4 x 169.6 5x1/4" x40.1 SP-2 4 4 0 A325 0.625 1.75 RF1-2 25.0/15.2 0.135 240.0 5 x 1/4" x 219.1 5 x 1/4" x 236.0 15.2/14.0 0.135 37.6 5 x 1/4" x 41.6 5 x 1/4" x 32.3 OFLANGE BRACES: Both Sides(U.N.) RF1-3 25.0/12.0 0.135 203.6 5 Ix 1/4" x 40.1- 5 x 1/4" x 169.6 FBxxA(1): xx=length(in) 5 x 1 4" x 186.8 A — L2x2x14G RETAIN STORM WATER RUNOFF OCCUPANCY OR PURSUANT TO CHAPTER 236 FL-38A OF THE TOWN CODE. USE IS UNLAWFUL APIR,�,",VED AS NOTED WITHOUT CERTIFICATE .37�4OLY— OF OCCUPANCY FEE BY NOTIFY' 8vii.:`I": DEPARTMENT AT DO NOT PROCEED,WITH 7o5-1 8u2 8 AV; 1-0 4 PM FOR THE \ :FRAMING UNTILSURVEY FOLLOVr ING;,IINSP-:CTIONS: $P`, OFfOuNDATION LOCATION 1. FOUNDATION TWO REQUIRED 11\ ti F��Qi \\�0146 s R'' H BEci APPROVED. FOR POOPED CONCRETE o i N \ A� - - 2. ROUGH.FR; 1iNG,PLUMBING, U2 N \\ 0'2 S"RAPP,NG. ELECTRICAL&CAULKING 3. IN`='!LATION G F '.AL•CONSTRUCTION &ELECTRICAL . MUST BE COMPLETE FOR C.O. \ � ALL CONSTRUCTION SHALL MEET THE \\ y REQUIREMENTS OF THE CODES OF NEW o \ 6" YORK STATE. NOT RESPONSIBLE FOR Q$e FeQ11 ,� �12 DESIGN OR CONSTRUCTION ERRORS. 3 3r °° I 1 °° I I00 COMPLY WITH.ALL CODES OF j E �¢ C NEW YORK STATE & TOWN CODES NU I AS REQUIRED I I I � l MDR N ' N M I M o a —nW P' KING BOARD U- I aM FP TOWS ao .... � , N, C I � - co 00 IKt r•7 R2 I r7 'I �a`�� ' O��F41 7l+ y � 2 iV L d;a Gdx d 1 4" I _ 36'-4 1/2" .8 1 4" m ✓� ems 8 `.: sz o� z �� i' n�� �V--�2'-1 1/2" CLEAR + - 2'-1 1/2" 42'-0" OUT-TO-OUT OF STEEL ELGC AL ' iN3 A D INSPECTION REQUIRE® RIGID FRAME ELEVATION: FRAME LINE 2 3 A Q, t ISSUE DESCRIPTION DATE DRN. CHK. D.E.S. DESCRIPTION RIGID FRAME ELEVATION A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I I CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,steg32o LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village.Colorado 80111 DRN.BY:TSP DAIS 7/ 7 9 12 wc."RA DAIS 7 9 12 PHONE: 800-345-4810 ,pg No.: scA7l:: Dwc.No.: issue www.armstrongsteel.com 52984 N.T.S. 4 OF 12 A GENERAL NOTES '`" 2.6 The BUYER/END USE CUSTOMER is responsible for overall project coordination. All interface,compatibility,and design considerations concerning any materials not furnished by A.S.C.and A.S.C.steel system are to be considered and F 1.1 Fabrication shall be in accordance with A.S.C. standard practices in I coordinated by the BUYER/END USE CUSTOMER. .Specific design criteria concerning compliance with the applicable sections,relating to design requirements F LLL"'--��� IIVJJ this interface between materials must be furnished before release for and allowable stresses of the latest edition of the'AWS Structural D fabrication or A.S.C. assumptions will govern (Section 4 and Commentary, Welding Code D1.1 and D1.3". AISC Code of Standard Practice, 9th Edition) 1.2 MATERIALS ASTM DESIGNATION MIN.YIELD STRENGTH JUL 20 2,012 2.7 It is the responsibility of the BUYER/END USE CUSTOMER to insure that A.S.C. �J L plans comply with the applicable requirements of any governing building Hot Rolled Steel Shapes(W,S,C&L) A572 Fy=50 KSI dt'" authorities. The supplying of sealed engineering data and drawings for Steel Pipes A500 Fy=42 KSI •��p-pn� + i! the metal building system does not imply or constitute an agreement Structural Tubing A500 Fy=42 KSI ay`y�, 1 12012 that A.S.C. or its design engineers are acting as the engineer of record Structural Steel Web Plate A572/A1011 Fy=50 KSI or design professional for a construction project. These drawings are Structural Steel Flange Plates/Bars A529/A572 Fy=50 KSI - BLDG.DEPT. sealed only to certify the design of the structural components furnished Cold Formed Light Gage A653/A1011 Fy=50,55 KSI i by A.S.C. Roof and Wall Sheets A792/A653 Fy=50. BO KSI TOWN OF SOMHOLD cable Brace A475- TYPE 1 Extra High Strength PHONE: 800-345-4610 28 The BUYER/END USE CUSTOMER is responsible for setting of anchor bolts and Rod Brace A30 Fy=36 KSI erection of steel in accordance with A.S.C."For Construction" drawings only. Temporary supports such as guys, braces, falsework,cribbing or MIN.TENSILE STRENGTH www.ormstrongsteel.com other elements required for the erection operation shall be determined Machine Bolts&Nuts A307 Fu= 60 KSI furnished and installed by the erector. No items should be purchased from High Strength Bolts(1"0 and less) A325-TYPE 1 Fu= 60 KSI a preliminary set of drawings,including anchor bolts. Use only final High Strength Bolts(>l"0 to 1 1/2"0) A325-TYPE 1 Fu= 105 KSI DRAWING PACKAGE "FOR CONSTRUCTION DRAWINGS"for this use. (Section 7 AISC Code of Anchor Bolts(if supplied) A36/A307 1554 Fu= 60 KSI Standard Practice, 9th Edition.) 2,9 Armstrong Steel Corp is responsible for the design of the anchor bolt to permit the transfer of forces between the base plate and the anchor bolt in 1.3 PRIMER shear,bearing and tension, but Is not responsible for the transfer of anchor bolt Shop primer paint is a rust inhibitive primer which meets the end JOB NO. 52984 forces to the concrete or the adequacy of the anchor bolt In relation to the Oxide color. of Federal Is not Inter SSPedf No.lo 15 and is A.S.C.Gray CUSTOMER CLIFFORD CORNELL. concrete. Oxide color. This paint is not intended for long term exposure Unless otherwise provided In the Order Documents,A.S.C. to the elements. A.S.C. Is not responsible for any deterioration does not design and is not responsible for the design, material of the shop primer paint as a result of Improper handling and/or jobsite and construction of the foundation or foundation embedments. The storage. A.S.C.shall not be responsible for any field applied END USER CLIFFORD CORNELL END USE CUSTOMER should assure himself that adequate provisions ore made paint and/or coatings.(Section 6.5 AISC Code of Standard Practice, in the foundation design for loads Imposed by column reactions of the building, 9th Edition).Nominal thickness of pruner will be 1 mil unless otherwise END USE AUTOMOTIVE SHOP other imposed loads, and bearing capacity of the soil and other conditions of the building site. specified in contract documents. It is recommended that the anchorage and foundation of the building be 1.4 GALVANIZED OR SPECIAL CDATINGS: LOCATION 2325 HORTONS LN designed by a Registered Professional Engineer experienced in the design of such structures. (Section A10 1996 MBMA Low Rise Building Systems Manual) See Contract Documents SOUTHOLD, NY 11971 2.10 Normal erection operations Include the corrections of minor misfits by moderate amounts of reaming, chipping,welding or cutting, and the 1.5 ALL BOLTS ARE 1/2"0 x D'-1 1/4"A307 EXCEPT: drawing of elements into line through the use of drift pins. Errors a)Eave strut connection- 1/2%x O'-1 1 4'A307 SUFFOLK COUNTY which cannot be corrected by the foregoing means or which require b)Endwall rafter splice-5/8'0 x 0'-1 3/'A325-N major changes in member configuration are to be reported immediately c Endwall column to rafter connection-1/2"0 x O'-1 1/4'A325-N to A.S.C.by the BUYER/END USE CUSTOMER, to enable whoever is responsible d)Main frame connections-SEE CROSS SECTION THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: either to correct the error or to approve the most efficient and economic method of correction to be used by others. (Section 7 AISC Code of NOTE: Washers are not supplied unless noted otherwise on drawing Standard Practice, 9th Edition) 1.6 A325 BOLT TIGHTENING REQUIREMENTS DESIGN LOADS: BUILDING DESCRIPTION: 2.11 Neither the fabricator nor the BUYER/END USE CUSTOMER will cut,drill or otherwise All high strength bolts are A325-N unless specifically noted otherwise. alter his work, or the work of other trades, to accommodate other trades, Design Code / Wind Code :NYBC-10/IBC-06 Width (ft) :42 unless such work is clearly specified in the contract documents. Whenever Structural bolts shall be tightened by the turn-of-the-nut method in such work is specified,the BUYER/END USE CUSTOMER is responsible for furnishing accordance with the 9th Edition AISC'Specification For Structural Joints'using ASTM Enclosure :Closed Length (ft) :60 complete information as to materials, size, location and number of A325 or A490 Bolts, when specifically required. A325-N bolts are supplied without Dead Load (psf) :2.00 Eave Ht. at BSW (ft) :16 alterations prior to preparation of shop drawings.(Section 7 AISC Code washer unless otherwise noted on the drawings. of Standard Practice,9th Edition) Collateral Load (psf) :1.00 Eave Ht. at FSW (ft) :16 WARNING In no case should Galvalume steel panels be used _ All bolted connections unless noted are designed as bearing type connections 2.12 with bolt threads not excluded from the shear plane. Wind Load Roof Slope at BSW :8.0:12 in conjunction with lead or copper. Both lead and copper have harmful Roof Slope at FSW :8.0'12 corrosive effects on the Galvalume alloy coating when they are _t I Basic Wind Speed, 3 sec gust :125.00 P In contact with Galvalume steel panels. Even run-off from copper 1.7 CLOSURE STRIPS ARE FURNISHED FOR APPLICATION: Wind Importance Factor, lw :1.00 Bay Spacing (ft) :3 at 20 flashing,wiring,or tubing onto Galvalume should be avoided. INSIDE- Under roof panels at eave&base 2.13 SAFETY COMMITMENT Armstrong Steel Corp has a commitment OUTSIDE-Between endwall panels and rake trim Wind Exposure :C to manufacture quality building components that can be safely erected. -Under continuous ridge vent skirts Internal Pressure Coefficient, GCpi :0.18 /-0.18 COVERING AND TRIMS: However,the safety commitment and job site practices of the erector are beyond the control of A.S.C. 1.8 ERECTION NOTE: Wall Panel Design Wind Pressure Roof Panels & Trims It Is strongly recommended that safe working conditions and accident All bracing, strapping,&bridging shown and provided by A.S.C. for this building is Live Load prevention practices be the top priority of any job site. Local,State, required and shall be Installed by the erector as a permanent part of the structure. Panel T e :26 Ga.PR and Federal safety and health standards should always be followed to help If additional bracing is required for stability during erection, it shall be the Primary Framing (psf) :20.00 Insure workers safety. Make certain all employees know the safest and erectors responsibility to determine the amount of such bracing and to Trib. Area Reduction :No Panel Color Galvalume + most productive way of erecting a building. Emergency procedures procure and Install as needed. should be known to all employees. Secondary Framing (psf) :20.00 Trim Colors Daily meetings highlighting safety procedures are also recommended. The Snow Load use of hard hats,rubber sole shoes for roof work,proper equipment for 1.9 ERECTION AND UNLOADING NOT BY A.S.C. Eave Trim Solar White Ground Snout Load, Pg (psf) :30.00 handling material,and safety nets where applicable, are recommended. 1.10 SHORTAGES Eave Gutter Solar White Any claims or shortages by buyer must be made to A.S.C.within five(5) Roof Snow Load, Pf (psf) :20.00 2.14 Roof drainage systems(gutter, downspouts, etc.)must be free of any obstruction working days after delivery, or such claims will be considered to have Sloped Roof Snow Load, PS (psf) :20.00 Gable Trim Solar White to ensure smooth operation at any given time. been waived by the customer and disallowed. Snow Exposure Factor, Ce :1.00 Wall Panel & Trims 2.15 It is recommended by Factory Mutual (Reference: B2.44)that roofs be cleared 1.11 CORRECTIONS OF ERRORS AND REPAIRS(MBMA 6.10) Snow Importance Factor, Is :1.00 Panel Type 26 Ga.PR of snow when half of the maximum snow depth is reached. The maximum snow depth Claims for correction of alleged misfits will be disallowed unless A.S.C. p can be estimated based on the design snow load and the density of snow and/or ice shall have received prior notice thereof and allowed reasonable inspection Thermal Factor, Ct :1.00 Panel Color :Rustic Red buildup.See Chart below. of such misfits. The correction of minor misfits by the use of drift Sloped Factor, CS pins to draw the components into line, moderate amounts of reaming, p Trim Colors ROOF SNOW LOAD EQUIVALENT SNOW HEIGHT AT ROOF RECOMMENDED SNOW HEIGHT chipping and cutting,and the replacement of minor shortages of material Seismic Load (IN PSF) (IN INCHES) WHEN SNOW REMOVAL SHOULD START are a normal part of erection and are not subject to claim. No part of Corner Trims Solar White IN INCHES the Building may be returned for alleged misfits without the prior Seismic Importance Factor, le :1.00 20 16.60 8.30 approval of A.S.C. Seismic Use Group :II - Normal Opening Trims Solar White 25 17.25 8.62 Site Class :D Downspouts Solar White ;5035 1 17.90 9.8.55 .28 BUYER/END USE CUSTOMER RESPONSIBILITIES Mapped Spectral Response Acceleration :Ss = 0.20 :S1 = 0.06 Base Trim :Solar White 40 19.20 9.60 Spectral Response Coefficients :Sds = 0.21 :Sd1 = 0.09 as 2.5 0.92 25 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate p p 50 20.50 10.25 approvals and secure necessary permits from city,county,State,or Seismic Design Category :B 55 21.15 10.58 Federal Agencies as required,and to advise/release A.S.C. to fabricate Special Requirements 6D 21.80 10.90 upon receiving such. Basic Force Resisting Systems Used :Steel System Not Specifically NONE 65 22.45 11.22 2.2 Armstrong Steel Corp(hereafter referred to as A.S.C.) Detailed For Resistance 70 23.10 1it.55 standard specifications apply unless stipulated otherwise in the Contract :Rigid Frames 75 23.75 11.88 Documents. A.S.C. design,fabrication,quality criteria, standards, :Braced Frames 80 24.40 12.20 practice,methods and tolerances shall govern the work with any other n Base Shear, V (kips) :Longitudinal " NOTE: Total Design Interpretations to the contrary notwithstanding. It Is understood by both g ( p ) Lon guna = 1.1E For Snow/Ice Removal Procedure, Refer to Metal Building System Manual 2002 Edition. Parties that the BUYER/END USE CUSTOMER Is responsible for clarification of :Transverse = 1.16 Section A8.4, Page XI-AB-2, inclusions or exclusions from the architectural plans and/or specifications. 2.3 In case of discrepancies between A.S.C. structural steel plans and plans for other trades, A.S.C.plans shall govern.(Section.3 AISC Code of Response Modification Factors, R :Rigid Frames = 3.00 Omega = 3.00 Standard Practices, 9th Edition) ;SW X-Bracing = 3.00 Omega = 3.00 2.4 Approval of A.S.C.drawings and calculations indicates that A.S.C.has :SW Wind Bent = 3.00 Omega = 3.00 correctly interpreted and applied the Contract Documents. This approval constitutes the contractor/owners acceptance of the A.S.C.design Seismic Response Coefficient, CS :Rigid Frames = 0.0711 SEALING OF THIS DRAWING DOES NOT IMPLY esmc concepts,assumptions,and loading.(Section 4 AISC Code and MBMA 3.3.3) g OR CONSTITUTE THAT ARMSTRONG STEEL ENGINEER SW X-Bracing= 0.0711 IS THE ENGINEER OF RECORD OR THE DESIGN 2.5 Once the BUYER/END USE CUSTOMER has signed A.S.C.Approval Package and the ;SW Wind Bent = 0.0711 PROFESSIONAL FOR THIS PROJECT,ONLY THE project Is released for fabrication,changes shall be billed to the BUYER/ DESIGN OF THE METAL BUILDING SYSTEM AS END USE CUSTOMER including material,engineering and other costs. An additional r ,� a. FURNISHED BY A.S.C. IS INCLUDED. FOUNDATION fee may be charged if the project must be moved from the fabrication and < ANALYSIS,ELECTRICAL,AND MECHANICAL shipping schedule. Analysis Procedure Used :Equivalent Lateral Force Procedure Q/ v SYSTEMS,AND/OR OTHER PARTS SUPPLED BY Other Loads/Requirements ^f r/ �" / tfitlidRi ANYONE OTHER THAN ARMSTRONG ARE SPECIFICALLY 'VI`I Il 1G0 l V EXCLUDED.NO INSPECTION OR SUPERVISION IS IMPLIED. JOB NO :52984 CLIFFORD CORNELL ANCHOR BOLT SUMMARY 60'-3" OUT—TO—OUT OF CONCRETE Qt (in) y Locate (in) Type 60'-0" OUT—TO—OUT OF STEEL O 16 Jamb 5/8" O 32 Endwall 5/B" A307 016 Frame 3/4" A307 1 2 3 4 0 8 WindCol 3/4" A307 20'-0" 20'-0" 20'-0" 1 1 2" 1 1 2" _ 0 RF1-1 X—Bracing RF1-1 I 1'-0" o o ® ® ® ® o o '"1 A wHA AHU A C C w N O O I I N 0 0 0 0 tD B w HB BH wul B 0 00 u Lo 0 I Of w E o uj o o U rn � c tL O a [V O O C — O O O O o OI ! I o 00 I X O O 2 O _ of E o0 N O O O I o O o 0 If') c w HB BH w c 0 I I o _ m X N I oo D U �1 ® ® C ®® C o A HoA I® 1_D" ` DoI " ° D C o N DJ-2 DJ-3 RF1-3 WF 1 DJ-4 DJ-5 WF 1 RF1 3 DJ-6 DJ-7 N o ,. ` 2" /h $a 4'-0" 12'-0" '-0" 4'-0" 12'-0" 4'-0" '-0" 12'-0" 4'-0" g�n�•Sl 20'-0" 20'-0" 20'-0" °�$'•p4qq� ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION ANCHOR BOLT PLAN A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I I CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,steg32o LOCATION 2325 HORTONS LN,SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP DATE:7 9 12 ENc.er:RA DATE:7 9 12 PHONE: 800-345-4610 ,qB No. SCArE: DWG ND.: ISSUE F—Twww.armstrongsteel.com 52984 N.T.S. 1 OF 12 A Dia= , 5/8" Dia= 5/8" Dia= 3/4" 6" Dia= 5/8" Dia= 5/8" " 5" 90 5" 90 P 3 1 2" 3 1 2" I~1 ICI - -I- - - -I-- i r — � r - 1 4° 0 0 0 � 0 CD I O o 3„ o 3„ I 2 0 4„ DO 4" OHO OHO - -I- - � O � O � 2 1/2" � 2 1/2" � 2" � 2" —I— _ EW — —I—— EW W---I 8 1/4" L — J L — J N CV 1 3/4' 1 3/4" EW/ nl EW/ N 1 1/2" 1 1/2" 1 1/2" 1 1/2" N SW SW \ SW 1 1 2" 1'-0° See Plan See Plan See Plan M See Plan DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E Dia= 3/4" 8" 11 1 2" - - - --- , �n I i � � i 3' 10 3/4" SW ZV 10" 4" DETAIL F STEEL LINE4+4 �°�' 6.L°5 � CONCRETE LINE 1'-0 1 2 FOR 8" JAMB : 1'-2 1/2 FOR 10" JAMB 1 1/2" STEEL LINE 1 —4 1 2 OR 12" JAMBp Gr - 1 1/21 3 FIN. FLOOR ,•} a,-`=?'. o Dv" PROD �o /� / RAMP (IF REQ D) l 0 x a ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION ANCHOR BOLT DETAILS D. SLOPED CONCRETE NOTCH TO A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I' '( CUSTOMER CLIFFORD CORNELL KEEP WATER OUT OF BUILDING END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP CONCRETE NOTCH AND CONCRETE NOTCH DETAIL 588G S.Greenwood Plaza sled,80111 LOCATION 2325 H7/ ONS9/1 LN,SOUTHOLD, NY 11971 Greenwood Village,Colorado BD711 DRN.BY.TSP DATE:7 9 12 ENG ar:RA DAIS:7 9 12 ANCHOR BOLT PROJECTION AT OVERHEAD DOOR PHONE: Boo-345-4810 - DWG"': 591E www.armstrongsteel.com 52984 N.T.S. 2 OF 12 A FRAME LINES: 2 3 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k) NOTES FOR REACTIONS (1 n Rafter Rafter Brace Brace Building reactions are based on COLUMN LINE Frm Col Dead Collat Live Snow Windt Windt --Wind-L-- --Winc13-- Wind-P Wind_S the following building data: r Line Line Vert Vert Vert Vert Vert Vert Harz Vert Harz Vert Harz Harz 1 A 0.3 0.0 0.8 0.8 0.4 -1.3 0.0 0.4 0.0 -1.3 -1.4 1.6 Width (ft) = 42.0 1 B 0.9 0.2 3.5 3.5 -0.5 -2.7 6.1 -7.4 0.0 4.2 -4.8 5.3 Length (ft) = 60.0 1 C 0.9 0.2 3.5 3.5 -2.7 -0.5 D.0 4.2 6.1 -7.4 -4.3 5.3 Eave Height (ft) = 16.0 16.0 1 D 0.3 0.0 0.8 0.8 -1.3 0.4 0.0 -1.3 0.0 0.4 -1.4 1.6 Roof Slope rise/12 ) = 8.0 8.0 Dead Load (rise/'12 ) = 2.0 Frm Col LnWindl LnWind2 --Seis_L-- --Seis-R-- E1UNB_SL_L E1UNB_SL_R ElPAT_LL_3 Collateral Load sf ) = 1.0 Line Line Vert Vert Horz Vert Harz Vert Harz Vert Horz Vert Horz Vert Live Load (psf = 20.0 1 A -2.2 -1.3 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.5 Snow Load ( sf ) = 20.0 1 B -3.6 -2.1 0.2 -0.3 0.0 0.3 0.0 4.1 0.0 1.9 0.0 0.7 Wind Speed tmph ) = 125.0 1 C -3.6 -2.1 0.0 0.3 0.2 -0.3 0.0 1.9 0.0 4.1 0.0 -0.1 Wind Code = NYBC-10 (IBC-06) 1 D -2.2 -1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 Ex os re Cled en = C Frm Col E1PAT_LL_4 EIPAT-LL-5 E1PAT_LL_6 -LWINDI_L- -LWINDI_R- -LWIND2_L- -LWIND2-R- Importance Wind = 1.00 Importance Seismic = 1.00 Line Line Horz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Seismic Design Cate ory = B 1 A 0.0 0.D 0.0 0.4 0.0 -0.2 0.0 -0.8 0.0 0.0 0.0 -0.8 0.0 0.0 Seismic Coeff(Fa*Ss� = 0.32 1 B 0.0 -0.1 0.0 1.8 0.0 1.0 0.0 -0.1 0.0 0.1 0.0 -0.1 0.0 0.1 H H 1 C 0.0 0.7 0.0 1.0 0.0 1.8 0.0 0.1 0.0 -0.1 0.0 0.1 0.0 -0.1 1 D 0.0 0.5 0.0 -0.2 0.0 0.4 0.0 0.0 0.0 -0.8 0.0 0.0 0.0 -0.8 ID Description ?V IV - Rafter Rafter Brace Brace 1 DL+CL+0.75LL+0.75WL2 Frm Col Dead Collat Live Snow Wind_L Wind_t --Wind_L-- --Wind_R-- Wind_P Wind_S 2 DL+CL+0.75SL+0.75WL1+0.75Drift Line Line Vert Vert Vert Vert Vert Vert Harz Vert Horz Vert Harz Harz 3 DL+CL+0.75SL+0.75WR1+0.75SIide RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, &BASE PLATES 4 D 0.3 0.0 0.8 0.8 -0.3 0.9 6.1 -11.2 0.0 11.9 -1.4 1.6 4 DL+CL+0.75SL+0.75W'R2 4 C 0.9 0.2 3.5 3.5 0.2 -4.9 0.0 11.1 6.1 -15.8 -4.8 5.3 5 O.6ODL+WL2 k 4 B 0.9 0.2 3.5 3.5 -2.0 -0.5 0.0 -2.0 0.0 -0.5 -4.8 5.3 6 O.60DL+WR2 Column Reactions ( ) 4 A 0.3 0.0 0.8 0.8 -1.9 0.4 0.0 -1.9 0.0 0.4 -1.4 1.6 7 O.60DL+LnWndt+LWiND1_L2E Frm Col Load Hmax V Load Hmin - V Anc.-Bolt Bose-Plate (in) Grout Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 8 0'60DL+LnWndl+LENDI-R2E - - - Frm Col LnWindl LnWnd2 --Seis-L-- --Seis-R-- E2UNB_SL_L E2UNB-3L-R E2PAT_LL_3 9 0.60DL+WS+LnWndl 8.1 7.6 5 -6.8 -1.0 4 0.750 6.000 12.75 0.500 0.0 Line Line Vert Vert Horz Vert Horz Vert Harz Vert Harz Vert Harz Vert 10 0.60DL+WP+LnWndl 2* A 3 4 8.1 17. 7 2.3 -15.9 4 D -2.2 -1.3 0.2 -0.4 0.0 0.6 0.0 0.7 0.0 0.0 0.0 0.5 11 DL+CL+0.75SL+0.75WL2+0.75WS+0.75SIide 4 C -3.6 -2.1 0.0 0.4 0.2 -0.6 0.0 4.1 0.0 1.9 0.0 0.7 12 O.6ODL+WL2+WS 2* D 6 8.8 -1.0 2 -8.1 7.8 4 0.750 6.000 12.75 0.500 0.0 4 B -3.6 -2.1 0.0 0.1 0.0 -0.1 0.0 1.9 0.0 4.1 0.0 -0.1 13 DL+CL+0.75SL+0.75WR2+0.75WS+0.75SIide 1 -7.2 11.3 8 -2.3 -11.5 4 A -2.2 -1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 14 0.60DL+WR2+WS 15 DL+CL+E2UNB-SL-R 2* Frame lines: 2 3 Frm Col E2PAT-U-4 E2PAT_j_1__5 E2PAT_LL_6 -LWINDI_L- -LWINDt-R- -LWiND2-L- -LWIND2-R- Line Line Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert 4 D 0.0 0.0 0.0 0.4 0.0 -0.2 0.0 -0.4 0.0 -0.1 0.0 -0.4 0.0 -0.1 RIGID FRAME: BASIC COLUMN REACTIONS (k ) 4 C 0.0 -0.1 0.0 1.8 0.0 1.0 0.0 -0.5 0.0 0.2 0.0 -0.5 0.0 0.2 4 B 0.0 0.7 0.0 1.0 0.0 1.8 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Frame Column ----Dead-----Collateral- ----Live---- ----Snow------Wind_L1--- --Wnd_Rl--- 4 A 0.0 0.5 0.0 -0.2 0.0 0.4 0.0 0.0 0.0 -0.9 0.0 0.0 0.0 -0.9 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hartz Vert Horiz Vert 2* A 0.5 1.7 0.2 0.5 2.8 8.4 2.8 8.4 -7.8 -6.7 7.1 -0.9 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, &BASE PLATES 2* D -0.5 1.7 -0.2 0.5 -2.8 8.4 -2.8 8.4 -7.1 -0.9 7.8 -6.7 Frame Column --Wind_L2--- --Wind-R2--- ---LnWindl-- ---LnWtnd2-- --Seismic-L- --Seismic_R- Column Reactions (k ) Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hartz Vert Horiz Vert Frm Col Load Hmax V Load Hmin V Anc. Bolt Base-Plate (in) Grout 2* A -9.1 -2.0 5.9 3.8 1.4 -15.9 0.2 -11.1 -0.2 -0.1 0.2 0.1 Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 2* D -5.9 3.8 9.1 -2.0 -1.4 -11.5 -0.2 -6.7 -0.2 0.1 0.2 -0.1 - - - Frame Column ---LnSeis--- -LWIND7-L2E- -LWiNDl-R2E- -LWIND2_L2E- -LWIND2-R2E- -F1UNB_SL_L- 1 A 9 1. -1 -2.0 4 0.625 5.000 12.00 0.250 0.0 Line Line Horiz Vert Hartz Vert Hartz Vert Hartz Vert Horiz Vert Horiz Vert 11 1.22 1 1.2.2 9 9 1.66 -2.0 2* A 0.0 -0.4 0.6 -1.1 -0.5 -0.6 0.6 -1.1 -0.5 -0.6 2.4 8.1 1 B 12 5.3 -6.9 10 -4.8 -3.1 4 0.625 5.000 12.00 0.250 0.0 2* D 0.0 0.0 0.5 -0.6 -0.6 -1.1 0.5 -0.6 -0.6 -1.1 -2.4 5.0 13 4.0 6.9 12 5.3 -6.9 1 C 14 5.3 -6.9 10 -4.8 -3.1 4 0.625 5.00D 12.00 D.250 0.0 Frame Column -F1UNB_SL_R- 11 4.0 6.9 14 5.3 -6.9 Line Line Hartz Vert 1 D 9 1.6 -2.0 10 -1.4 -2.0 4 0.625 5.000 12.00 0.250 0.0 2* A 2.4 5.0 13 1.2 1.2 9 1.6 -2.0 2* D -2.4 8.1 4 D 12 1.6 -11.1 10 -1.4 -2.0 4 0.625 5.000 12.00 0.375 0.0 2* Frame lines: 2 3 14 1.6 12.2 12 1.6 -11.1 4 C 14 5.3 -15.4 10 -4.8 -3.1 4 0.625 5.000 12.00 0.375 0.0 11 4.0 12.1 14 5.3 -15.4 BUILDING BRACING REACTIONS 4 B 9 5.3 -3.1 10 -4.8 -3.1 4 0.625 5.00D 12.00 0.250 0.0 15 0.0 5.1 9 5.3 -3.1 f Reactions (k ) Panel 4 A 9 1.6 -2.0 10 -1.4 -2.0 4 0.625 5.00D 12.00 0.250 0.0 -Wall - Col -Wind - -Seismic - Shear 13 1.2 1.2 9 1.6 -2.0 Loc Line Line Harz Vert Harz Vert (lb/ft) F-SW D Wind Bent 6In Wall s.s o.2 0.3 WIND BENT REACTIONS R_EW 4 D,C 6.1 10.9 0.2 0.4 t Reactions B_SW A 3,2 6.1 4.4 0.6 0.4Od -Wall - Col Wind(k ) Seismic(k) Anc-Bolt Base-Plate(in) r OF Loc Line Line Harz Vert Harz Vert Qty Dia Width Length Thick ANCHOR BOLT SUMMARY F_SW D 2 3.1 5.0 0.3 0.5 4 0.750 5.000 11.500 0.250 �� �` F_SW D 3 3.1 5.0 0.3 0.5 4 0.750 5.000 11.500 0.250 Dia H H Qty Locate (in) Type 1 - dV 4V 016 Jamb 5/8" O 32 Endwall 5/8" A307 N:e 916 Frame 3/4" A307 0 8 WindCol 3/4" A307 ylft>79Ai49 ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION ANCHOR BOLT REACTIONS A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I' CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,ste#32o LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP "'7 9 12"Br RA DAZE 7 9 12 PHONE 800-345-481a ,pg scAlE ,,NO.: IS91E: www.armstrongsteel.com 52984 N.T.S. 3 OF 12 1 A BOLT TABLE 1 FRAME LINE D 4 so'-o" OUT-TO-OUT OF STEEL LOCATION QUAN TYPE DIA LENGTH WF-1 - WF-2 4 A325 1 2 3 4 2 3 WF-1 - RF1-3 24 A325 5 8" 1 1 2" 20'-0" 2o'-I)" 20'-0" TRIM TABLE FRAME LINE D Is La Jz Is FAR72 1-0 2TH DETAIL E-1 E-2 E-3 1 2 FL-72 10'-2" M3 3 FL-833 16'-0" TRIM-25 t❑ ,❑ 4 FL-18A 6" aO DH-2 WF-2 5 FL-37A 10'-2" 6 FL-23C 14'-2" TRIM-30 7 FL-853 12'-4" TRIM-31 G-8 G-9 DH-3 G-9 DH-2 G-10 8 FL-23 10'-2' 9 FL-23B 12'-2' TRIM_30 10 FL-18J 20'-2" TRIM-2 C ❑t MEMBER TABLE FRAME LINE D o ,D Hs MARK I PART LENGTH G-8 N o M G-9 G-9 G-10 I WF-1 W12X16 14-10 o o o o WF-2 W10X22 16'-8" I I I I 0J-2 10X25C14 15-8 3/8" 00 o o o DJ-3 10X25C14 15-8 3/8" DJ-4 8X25C16 15'-7 M Ka G-9 DJ-5 8X25C16 15'-71/ G-8 G-9 G-10 16" DJ-6 10X25C14 15'-8 3/8" DJ-7 10X25C14 15'-8 3/8" co DH-2 10X25C14 12'-0' I DH-3 8X25C16 12'-0 M L4x2 E5 E-1 1DES1L14 19'-11 1/2" E-2 10ES1 L14 19'-11 1/2" F-I - - - � - - ----- - -- - — C - - =H -- -� -- --- -- -- --� -- HI -- - � - -- - -- -- --- E - - - H E-3 10ES1L14 19'-11 1/2" EC-3 RF1-3 RF1-3 EC-4 G-8 8X25Z16 3'-7 3/4" 4'-0" 12'-0" I _ 4'-0" 4'-0" 12'-0" _ 4'—O" 4'-0" 12'-0" _I 4'-0" I G-9 8X25Z16 7'-4' G-10 8X25Z16 3'-7 3 4" SIDEWALL FRAMING: FRAME LINE D FRAME C IION NE DLATES ^ El ID PERK PART (7) (Gutter with 4 downspouts) ————— — —— ——— — ——— — — — — — — — ——— — — — —— — —————— —— ——— — ———— — —— ——— ——— — —— — —— — M M M M M M M ATTENTION !! I I M O M M M M O M M CLEARENCES HEADROOM KIT MO BE USI ED WITH THIS I F_ — OVERHEAD DOOR I I I I I I I I O o to to 0 0 0 0 0l of o I� I`� `� `� co �0 to I I `� A T T E N T I O N !! OI I I I OVER HEAD FRAMED OPENING HAS NOT lO OlO OO O BO OIO 9OI SO \ttif1 (z«p OR INSIDE ROLL—UP DOOR. I I I EE� k� l®Y ACTURER FOR DETAILS. a I I I I Mal a , r � ISSUE DESCRIPTION DATE DRN. CHK, DES. DE IDEWALL FRAMING & SHEETING A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I I CUSTOMER CLIFFORD CORNELL �7� SIDEWALL SHEETING & TRIM: FRAME LINED END USER CLIFFORD CORNELL ♦ END USE AUTOMOTIVE SHOP PANELS: 26 Ga. PR — Rustic Red 5885 S.Greenwood Plaza Blvd,ste@32o LOCATION 2325 HORTONS LN,SOUTHOLD, NY 11971 Greenwood Village.Colorado B0111 DRN.BY:TSP DALE:7 9 12 ENc.eY:RA DAB`7 9 12 PHONE: 800-345—= ,qg NO.: scME: ENG.No.: issuE: www.armstrongsteel.cam 52984 N.T.S. 5 OF 12 A TRIM TABLE FRAME LINE A OID PART LENGTH DETAIL 4 60'-0" OUT-TO-OUT OF STEEL 1 1 FL-72 10—2 2 FL-833 16'-0" TRIM_25 3 2 4 FL-18J 20'-2" TRIM-2 20'-0" 20'-0" 20'-0" SPECIAL BOLTS o ID IQUAN TYPE DIA LENGTH WASH Is E-4 z J2 E-5 <ZX1 E-6 Is 2 1 4 A325 1 2 1 1 4 8 MEMBER TABLE FRAME LINE A of MAK PART E R4 10E 1 L14 19N 11H 1 2 d \ / E-5 1 OES1 L14 19'-11 1/2" \ / E-6 10ES1L14 19'-11 1 2" G-11 \ G-12 / G-11 G-11 8X25Z14 21'-1 1 2" \ / G-12 8X25Z16 22'-31/2; \ / CB-4 HW-375 25'-51 4 o \ / I \ / \ / G-11x G-12 G-11 00 Gv�t'/ M / \g G-11 H2 / G-12 \ G-11 00 / \ L4x2 H — —— —— — ————— —— — ——— — — — — —— — —— — — —— — — — — — — — ——— — ——— ———— ——— — — —— — — —— —— I I H EC-3 RF1-1 RF1-1 EC-1 GIRT 1'-1 3 ' 1'-1 3 4' LAPS 1'-1 3/4' 1'-1 3/4' SIDEWALL FRAMING: FRAME LINE A (Gutter with 4Odownspouts) 0 0 ❑I ❑ ——— ——— ————— —— —————— ——— ——— — —————— —— —— — — — — —————— — ——— ——————— —— —— — — O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O in in co co � in in in io io io io io co in co io Zo co io u 4 � � �. a. afy- a� �p h" , . ISSUE DESCRIPTION DATEI DRN. CHK. DES.I DESCRIPTION SIDEWALL FRAMING & SHEETING SIDEWALL SHEETING & TRIM: FRAME LINE A END USER CLIFFORD CORNELL A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I CUSTOMER CLIFFORD CORNELL PANELS: 26 Ga. PR — Rustic Red ♦ END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,steg32o LOCATION 2325 HORTONS LN,SOUTHOLD, NY 11971 Greenwood Yllage,Colorado 80111 DRN.BY:TSP DA7e 7 9 12 ENG BY:RA Dn1E:7 9 12 PHONE: 800-345-4610 ,pB No.: ___- "No.: Issue www.armstrongsteel.com 52984 N.T.S. ju— 6 OF 12 A BOLT TABLE FRAME LINE 1 LOCATION I QUAN TYPE DIA LENGTH _ ER-1/ER-2 8 A325 5 8 1 3 4 Columns Rof 4 A325 5 8" 1 1 2" TRIM TABLE FRAME LINE 1 OID PART LENGTH DETAIL 1 FL-72 10-2 2 FL-833 16'-0" TRIM-25 3 FL-16 10'-2" TRIM-23 4 FL-16D 20'-2" TRIM-23 5 FL-16A 6" TRIM-150 6 FL-16B 1'-4" TRIM-106 7 FL-37B 10'-2" 8 FL-22 7'-3" TRIM-30 9 FL-37B 10'-2" 10 FL-851 7'-1" TRIM-31 A 42'-0" OUT-TO-OUT OF STEEL D 11 FL-25 7'-1" B Q MEMBER TABLE C Q Q Q FRAME LINE1 18'-0" 11'-0" 1'-D" MARK PART LENGTH Q8" 8" Q8" s0 8" EC-1 W12433 14—8 1/16" 12 12 12 C� 12 EC-2 W12X14 22'-0 1/16" v,0 EC-3 W12433 14'-81/16" ER-1 10X35C12 25-2 9/16" ER-2 10X35C12 25-2 9/16 i DJ-1 12X35C12 6'-0" A5 U3 / DH-1 12X35C14 4'-0" G-5 �/a / DS-1 12X35C14 4'-0" F O 3O B6 ¢ G-1 8X25Z16 10'-4" DH-1 G-2 8X25Z16 9'-1 1/16" o L4x2� // M3 Fe3o I 0 10 fiOl 9 1-1\ G-3 8X25Z16 2'-7 1/16" co .� Fps G-4 8X25Z16 17'-4" DS-1 C , L_ 11� G-5 8X35Z14 5-10 3/16" G-3 1'-0" G-4 L9 G- \ / - 9 \ CB-1 HW-3739 27'-3 3 4" z W1 i 0❑ FLANGE BRACE TABLE `o d i FRAME DAMMARKE 1 LENGTH G-2 G-4 G-2 o o =i a 1 FB CONNECTION PLATES - J FRAME LINE 1 �� G-1 G-4 G-1 �� — — — — — — — ——— — — — — — — — ❑1D MA K109 RT o I / \ I 2 SC-5 I / \ I G-1 / G-4 G-1\ O d a d O off' �� In If) � � � u) L, �0 LO In u 0o L0 I D6 ��/ 1 1 I I I I I I I I I I I 1 M If G-1 / G-4 \ G-1 o-11 or �o 00 Q2 \ E3 L42— I — — x Tt - - I----- - -- - -- - - -- - - - -� — — — — — - -- - - - — — — — — — I I EC-1 EC-2 4,_0„ EC-2 EC-3 0 1 Field Located Louver FO ENDWALL FRAMING: FRAME LINE 1 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PR — Rustic Red 4 "t" ISSUEJ DESCRIPTION DATEI DRN. CHK.I DES.I DESCRIPTION ENDWALL FRAMING & SHEETING A APPROVAL/PERMIT OT09.12 TSP RAJ RA l I CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd.Steg320 LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP DAZE] 9 12 Q1�"RADATE 7 9 12 PHONE: 800-345-4610 •pe NO.: scALE "ND.: Issue www.armstrongsteei.00m 52984 N.T.S. 7 OF 12 A BOLT TABLE FRAME LINE 4 LOCATION QUAN TYPE DIA LENGTH ER-1 ER-2 8 A325 5 8 1 3 4 Columns Rof 4 A325 5 8" 1 1 2" TRIM TABLE FRAME LINE 4 OID PART LENGTH DETAIL 1 FL-72 10-2 2 FL-833 16'-0" TRIM_25 3 FL-16 10'-2" TRIM_23 4 FL-16D 20'-2" TRIM_23 5 FL-16A 6" TRIM_150 6 FL-16B 1'-4" TRIM_106 7 FL-37 10'-2" 8 FL-23 10'-2" TRIM_30 9 FL-852 10'-4" TRIM-31 10 FL-37B 10'-2" D 42'-0" OUT-TO-OUT OF STEEL A 12 FL-37B 10'3 TRIM_30 2" Q B 25 '- 13 ' � 1 TRIM_31 C 14 FL- 8"'L�' MEMBER TABLE 12 12 12 C� 12 FRAME LINE 4 r10 MARK PART LENGTH s EC-4 W12433 14'-81/16" � EC-5 W12X14 22'-0 1/16" Ls EC-6 W12X14 22'-01/16 G-5 FB as ER-1 10X35C12 25-2 9/16" F / t❑ 1❑ �o B6 , 10 ¢ ER-2 10X35C12 25-2 9/16" L4x2 / DH-1 M3 to �13 t>� 1z DJ-1 12X35C12 6'-0' o i �o i I �I DJ-8 8X25C16 11'-4" DH-1 12X35C14 4'-0" C / DS-1 0 DH-4 8X25C16 10'-0" 1'-0" G-4 G- tz> DS-1 12X35C14 4'-0" G-1 8X25Z16 10'-4" wt / / �O i i -1i �� G-2 8X25Z16 9'-1 1/16" q- / / i `D aO D i G-3 8X25Z16 2'-71/16" G-2 / G-4 G-2 1 N G-4 8X25Z16 17'-4" t / t❑ -ol � o G-5 8X35Z14 5-10 3/16" G-6 8X25Z16 S-4" co OL7 1 J G-7 8X25Z16 17'-4" `o — — — — — —— ——— — — — — — `D CB-2 HW-3739 23'-2 3/4" ❑�, G-t G-7 0-1 �� CB-3 HW-3739 17'-2" \ / DH-4 M3 I ^O FLANGE BRACE TABLE ❑k - �❑ � FRAME LINE 4 � TH RK LENG 00 N/ \ Do 0 0o I Ln ,rD vD Ln u-) I Ln �n I u-) � LO T) 1 FB30 2-6 l I l I l 1 I _l l I CONNECTION PLATES G-1 4 G-6 G-6 G-1 q az \ �� FRAME I 7 lO �L ❑D I MARKPART —! E5 I I- -no L4x2- - E3Y— - - -- � — - - - -- --� — — — — — - - -- - I I 7 E I I EC-4 EC-5 4'-0" EC-6 EC-3 0 Field Located Louver FO 1 4'-0" 10'-0" 4'-0" ENDWALL FRAMING: FRAME LINE 4 ENDWALL SHEETING & TRIM: FRAME LINE 4 ;����� r'�y� ha PANELS: 26 Ga. PR — Rustic Red 0.�q+� ' Al c" ;e o'�4s."�ooae ® 9]•0- }: my o �.''• ej Sz: •.to a!r!7 n:.,,� ry�O�a?�,,�yL}a ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION ENDWALL FRAMING & SHEETING A APPROVAL/PERMIT 07.09.12 TSP RAJ RA e CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5859 S.Greenwood Plaza Blvd,stop32o LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP DAIS 7 9 12 wa.BY:RA DATE:7 9 1 2 PHONE: 800-345-4610 www.ormstrongsteel.com 1"' 52984 scAtE N T S owc.Bo.: 8 OF 12 IssuE A TRIM TABLE ROOF PLAN OID I PART LENGTH I DETAIL 1 1 FL-38A 1 20—2 TRIM-801 SPECIAL BOLTS 1 60'-0" OUT—TO—OUT OF STEEL 4 ROOF PLAN o ID QUAN TYPE DIA LENGTH WASH 2 3 1 4 A325 1/2" 1 1 4 8 20'-0" 20'-0" 20'-0" MEMBER TABLE ROOF PLAN MARK PART LENGTH P-1 8X25Z14 21 —1 1/2" A E-6 RF1-1 E-5 RF1-1 E-4 P-2 8X25Z16 22'-3 1/2" \ / E-1 10ES1L14 19'-11 1/2 \ / Fin E-2 10ES1 L14 19'-11 1/2" w \ / W E-3 10ES1L14 19'-11 1/2" \S E-4 1 OES1 L14 19'-11 1/2 P-1 P-2 P-1 E-5 10ES1 L14 19'-11 1/2" E-6 10ES1 L14 19'-11 1/2" \/ CB-5 HW-374 22'-9' CB-6 HW-373 23'-2" P-1 / P-2 \ P-1 ER-1 RF1-2 // \\ RF1-2 ER-2 N / \ o C — P-1 / Pr2 \ _ P-1 n \ I -1 / 1-1 N\ /O U \ � 0 w P-2 w P_1 _L - -1 P-1 /P 2 --1 P-1 / \ O P-1 / P-2 \ oz P-1 1 P-1 P-2 P-1 \ / —� P-1 \\2 / --1 P-1 NOTE: O O ED, FIELD CUT ROOF PANELS AS REQUIRED SEE S w I I P-1 P-2I I \ /\ I I P-1 \� DETAIL TRIM_51. n �I ER-2 RF1-2 �@� RFt-2 ER-1 � o / L — � — M � — P-1 P-1�, N - i O -1 N O \ / or \ / P-1 \ P-2 / P-1 P-1 / P_2 \ P_1 q`�WilgCaBtFP c11 Gi �S �D ��..•� 6!. w O E-1 RFt--3 E-2 \ RF7-3 E-3 fig.. � .• PURLIN r-13 4• /V-1 3 4• ROOF SHEETING ^" F: LAP 1'-1 3/4• 11'-1 3/4• PANELS: 26 Go. PR - Galvalume + ROOF FRAMING PLAN �In q �3�L ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION ROOF FRAMING & SHEETING A APPROVAL/PERMIT 07.09.12 TSP RAJ RA l CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,Steg32o LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP Dn1E:7 9 12 ENc.er:RA DATE:7 9 12 PHONE: 800-345-4610 doe No.: SCALE 'ND.: Issue www.ormstrongsteel.com 52984 N.T.S. 9 OF 12 1 A Cpnpection to ember above - - Support(As Req d similar to header connection (Material Per Erector; Steel Line (1)#17A 12-14 X 1 1/4"SD NDWALL 1/4' EaWELDED ENDWALL COLUMN (2) 1/2'x 1 1/4' GIRT A307 Bogs Steel Mountin Plate Endwall(Size and Location�y Others) Rafter ENDWALL COLUMN CORNER COLUMN o WELDED II CLIP BOLT with II RAI o (2) 1/2"0 x 1 1/4" o 0 11 Rake Angle o o ® EACH GIRT II Steel Attachment Clip I I I I (By Others) Pudin SC-5 0 0 oor H der EW Rafter 10 0 l CLI P I I Rulppliedg 1 l0 0 -- - - - --- - - 11 I ELDED All Material By Others (U.N.) Flange Brace Endwall Columns Lo --oJ PLATE— — Field fabricate&assemble as req'd. (Near Column) ENDWALL GIRTS BASE PLATE 1/2"x 1 1/4"A325 Bolts / / SIDEWALL GIRT Button Head Bolts W/Nuts 1/2"x 1 1/4"A307 Bolts a Flange Brace Connections Refer To Endwall Drawing 1 2°0 x 1 1 4° A307 BOLTS PLAN ELEVATION (By Others) (Typ.)(U.N.) For Bolt Diu.And Type �H 0. H. DOOR TORSION BAR BEARING SUPPORT A5 SECTION THRU COLD FORMED RAFTER B6 HOT ROLLED ENDWALL COLUMN TO RAFTER C6 ENDWALL COLUMN TO WALL GIRT D6 CORNER COLUMN TO WALL GIRT E3 BASE PLATE FOR ENDWALL COLUMN B" Width as PORTAL FRAME BOSS(BSCL) Steel Une Door Jamb Required Roof Purfin Flange Brace Clip 1 4" Eave Strut EW Rafter — Flan a Brace II Eave Strut RF Column o 4) 5/8"0 X 1 1/2" A ® I I Additional s° air, A325 BOLTS w/NUT —_------- ------ o<'�o. I Flan e B ace B It"a 1 1/4"Bras ` °° (As Requiredil 0 0 0 0 / "Its t Flange Brace ��. I I c , "'— Connections RAFTER _____—______—___—__ I PORTAL R R I I Additional ac�, o ,o,� o 0 0 o i ( -2) z — — Flange Brace ca z s ® O (As Required) °��., no Bmce ® o 0 o I SEE SIDEWALL DWG 1l o EW Rafter *� -- RF Rafter 1/2"x 1 1/4"A325 Bolts FOR BOLT SIZES 0 11 0 SECTION A' o Flange Brace Connections Wall Girt Flange Brace Clip o Endwall Rafter (s)=Refer To Anchor Bolt (*)= Refer To Endwall Drawing 1/2"x 1 1/4'A307 Bolts 1/2"x 1 1/4"A307 Botts 1/2"x 1 1/4'A307 Bolts Plan For Bolt Quantity,Diu.&Type (Typ.)(U.N.) (Typ.)(U.N.) (Typ.)(U.N.) E5 BASE PLATE FOR DOOR JAMB 0 RAFTER SPLICE AT SURFACE CHANGE G2 ROOF PURLIN TO INTERIOR FRAME RAFTER HZ WALL GIRT TO RIGID FRAME COLUMN H10 PORTAL FRAME 16 LOW SIDE EAVE STRUT TO COLD FORMED RAFTER TO BUILDING COLUMN Width Eave Strut Door Jamb Eave Strut Eave Strut Opening Wall Girt Door Header Door Jamb Wall Girt Window Jamb Eave Strut ery" i Pitched C;� I Welded Crip I y �. -/ b I Welded Clip Door Jamb Door Jamb Rigid FrameWall Girt Column Rigid Frame Welded Clip 1 1 Column Wall Girt Opening Opening Width oo Wi th 1/2'x 1 1/4'A307 Bolts 1/2'x 1 1/4'A307 Bolts 1/2"x 1 1/4'A307 Bolts Door Jamb 1/2'x 1 1/4•A307 Bolts �oss��o Door Jamb 1/2"x 1 1/4'A307 Bolts 1/2'x 1 1/4"A307 Bolts (Typ.)(U.N.) (Typ.)(U.N.) (Typ.)(U.N.) (Typ-)(U.N.) (Typ-)(U.N.) (Typ.)(U.N.) J2 EAVE STRUT TO RIGID FRAME K3 WALL GIRT TO DOOR JAMB L3 DOOR JAMB TO EAVE STRUT �g DOOR JAMB TO WALL GIRT L9 WINDOW JAMB TO WALL GIRT M3 DOOR HEADER TO DOOR JAMB Flange Brace Clip RF Column Flange Bmce °`i°„' (As Required) Additional ° 1/2"x 1 1/4"A325 Flange Brace °°° Bolts at Flange Brace (As Required) / Connections ° s�' to 0; V Lo a- Wall Girt ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION DETAIL DRAWINGS A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I' I CUSTOMER CLIFFORD CORNELL 1/2"x 1 1/4"A307 Bolts 9 L� END USER CLIFFORD CORNELL (Typ.)(U.N.) END USE AUTOMOTIVE SHOP H9 WALL GIRT TO RIGID FRAME COLUMN ease S.Greenwood Plaza Blvd, o LOCATION 2325 HORTONS LN,SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 80111 DRN.BY: DATE: kNG BY. DATE: PHONE 800-345-4610 TSP 7Z 6 12 RA 7/ 6/1 www.ormstrongstoct.com '�No' 52984 scat£: N.T.S. owa.No.' 1 O OF 12 IssuE A STITCH SCREW Field locate and provide Rigid Frame Column ER SCREW AT 12.O.C. TAPE SEAL(CONT.) Maximum a slot for the°X°bracing. Inside Closure w/ MONE EACII PURUN _ kTolumn WF or = Steel Line l ) ROOF PANEL Cable Cee 1p� D amel der than°X'bracing _ r Gu3erOSC ap 4" ContinuouP 1/2"TapeMastic To &Bottom RAKE TRIM = Stitch Screws Roof PanelFlo-Loc Grip �- Inside Flung Up = #12 S.D.Screw 3 Per Strap Pad - €= = Wall Panel (See Fastener Detail) - -o = SCREW BUILDNG Eyebolt H Anchors By Others* AT 12 QG I STEEL DNE Inside Closurede a �� = Stitch ScrewsBase Trim Base Angle S11TC1t�Ty o At 6"O.C. Eave Member Screwser - - - - (R-72) Trim (See Fastener Detail) os aREOa Finished FloorZee Web a StitchScrews Nut ———————— `� 1 1/2° . At 12"O.C. Outside •Mi ' WALL PANELS milar connection g ` GutterIClosure for Rafter. *Minimum 1/4'Diameter AnchorIo or Equivalent Power-Driven Fastener Wall *For Cable,Unravel Flo-Lock Grip Panel Insert EyeBolt Through Slot in Web. Washer and Remove Eye Bolt,Si Through `� At 24 On Center Maximum. Eave Y P 9 (*)=Refer To Anchor Bolt Strut jil Then Assemble Hillside Washer,Flat Washer,and Nut. Slotted Girts,then Reassemble Cable. Plan SECTION THRU WALL PANEL AND Eave Detail with Gutter Q2 DIAGONAL CABLE, EYEBOLT END CABLE AT FLUSH WALL GIRT R2 ANCHOR BOLTS AT SIDEWALL COLUMNS T1 and Sheeted Wall q""" " CONCRETE FOUNDATION TRIM__2 RAKE TRIM DETAIL TRIM_23 WALL PANEL 4 Y Y It/ EW.PANEL I DABone 11 I Ar Ir lo catLWs0/,/�spry (z)Rw 1/4 a ore EW OPTIONAL N trams.r&SW t (ADJUSTED TO I f CHANNEL HEADER o Rdr rwa NIT MEMBER) w I CLOSURE FL B6D 5i/Iu2/653/e54 oPnoNAL cxaxea JAMB FLASH CLOSURE FLASH A wads saw N c m mm I m Y / N _ n I /—d x 7/1(Tyµ) aabw s— 'It Pr 9*1 HEAD DETAIL FOR FRAMED OPEN M.w Sm N 7 m elrG mrmmbr _ N o. / `Fadmc p4 I MEMBER SCREW `0.�FTCRANIILL SAL TRIM x ��� 'try` I- T"" Rye rdn AT 12"O.C. w o o �i I NFL STITCH stxEWs SECRON 7HRU STANDARD SI(Yl1GHT ROOF PANEL v � � � BFl32o-t2s=to'-s' o 0 0 0 BUILDING FL-24 '26/269/26C AT le D.C. Tq,.Se3.t Top.S.W m 3 aFL320-1r!=14'-6' STITCH SCRErF STEEL.LINE JAMB TRIM MEMBEt satEwsOMEEIR WP-d FASTENER14am (FL 236 23C AT 1z•O.C. SU AT 112*o you If m� �" SIM AT 20'O.C. ( / / ) 1 Ties R�N,rmmtr Field Splice �1s�rr/6, L _ A rre'd spnce's required for ears helghb at q•o.G MEMBER SCREW MALL PAA'EL wall PANG 9reale Uim 16'-0.use the chart to field T�Yft O.C.(U.N.r) °PBR"PANEL '� Alrays meosum the required length stating at a IV-I*a 14•-6'length of domrspaut. NOT FOR V ASS FOR FIXED(LASS Ye,Dw Seen at the inged end.After cutU,9 to length, Peak�' \ PER Roar CORNER TRIM N C m� ki ,. Inset the swaged end of the at dormspout Rake MyeRAI-zdo S.W.PANEL (FL-830/&T1/832/B33/634/835) = 1vgSm Th* SECTION A h LkS.T5.* _,, Fmished Floe into the top of the Iowa downspat Sequa Wm Fait— . SLL DETAILS FOR FRAMED OPENING tveean (�) •led Be*W m Ab Ne (am) 1rdaBn BnS21 lia rith pop dreLt stRA Sam Outside Pmid awve � �w+ �n'a STANDARD SI(ri1GHT PANEL RMAUATIGN 4°x 5°Rog Form Doenseout 1/4'-14 SECTION AT CORNER R" PANEL TRIM_25 FRAMED OPENING JAMB TRIM DETAILS PBR PANEL TRIM_30 TRIM_31 �" L ) FRAMED OPENING HEAD AND SILL DETAILS TRp1�1,p)F Standard Peak Box Detail TRIM_96 PBt Raul 7RIM_106 FL 3�out Downspout strop 777 ;I1-- IL�iT/�II/�`teg1;I EAVE GUTTER RAKE TRIM Faslmer f14 FL-797 Br+` � sn:w str�rm)/ J wall pg froM MPWM FLAT RIDGE CAP(BLOB) 1/8'x 3/16°Pop Riret rm / rm; � W79OE CLOSURE(HW-456),h9) a IA seas nor " WITH TAPE MASTICTOP&BOTR)M s Is s �^/\ ewd Dom 9A(9) 1 pax?/8'LAPTE(01Y OC Fi j F-t — —�� WIE•r Mx LW WIE r MN LAP // \ p2x1 R4'SID PANEL y� a,q yeM Rml(ryp.) LYN SIDE FAVE TRIM HIGH SIDE FAVE TRIM wall / emu after Tds out Downspout Strap K@trout � �y I�t Doxnsgwt Slmo Soacma Hta Oaa�out FL-797 �� N Fmtmn M 1 lo'-D O.G Maxunum (G Downspout to Eave Cutter Attachment —� Fastmapa L(a)inslaOyl tG (1) In5ma9ms TA(1T) PURW .i ROB' tSl�� Gutter—Downspout Attachment Detail 1.Relw to me b.-wwU.d—hp rer m.b.0 aM w V q d m. Dvulplot Sy,p Wle r YN LV ID@ r MN RAP 1e� lam a y a eONC' [AVE TRIM CORNER TRIM L ww a awmwd erobu d me t euo.naae me i od.w a. eonam or me wx.am uaa a. R.a.,.m.ie�lme eau ea.a a. Pap RMt rmm waor to wow.Arwaq a,x pahwa. wP aWrs A aW a U.ot aro mte al me x.aebq a1 r�A od dmq me ma d me Pew x my.ro wt ad dmq m.rt.M.Ba®d u.demrpeat.wa• Orra 1 a Te GI Pa Drtts (y)�q n� Iq ' s etWeMaeWyaa�wto-tm m.a b..d m""aA W a�m m"bdma d Do-pout� O °a) a' V2' su l0 Padean�Ne ,me&ywt A.d.Adler.Msa m.a ea Ber wmw tm. 7.e`om.n�a.d m.da.a.gaab tai(O n,.imw PA 1/s':eha•np w.t uwM e. nm 1n. t ;°' W¢t rt UP mnw.amdm aem.anddm.mwwan wd. .%'A t / Downspout Strap Attachment Detail Mile INHIM MAY TO WTerELUP F.u:n Downspout Kickout � Floor 4•x S'Ras-rams oaAwsc xa 4"x 5" Roll—Form TRIM LAPS TRIM_150 FLAT RIDGE TRIM FOR "PBR" ROOFS OVER 6:12 TRIM_123 TRIM_95 Downspout Detail TRIM_94 TRIM_81 Trim-801 ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION DETAIL DRAWINGS A APPROVAL/PERMIT 07.09.12 TSP RAJ RA I' I CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd.Steg320 LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP aATE.7 6 12��BY RA DATE 7 6 12 PHONE: 800-345-4610 ,�ND.: scAtr=: Dwc.No.: issue: www.ormstrongsteel.com 52984 N.T.S. 11 OF 12 A ' Steel 112 x 1 1/4'SO Screw 14' • t�A107 Bdtal/4' Rake Awe 7• 1 5• 7' S' 7' 12" 12' 1 12" I M 7' 5" 7° 5° 7' A ®o ® A @ 2 1 2" 12' 12" Top Flange ® ® Top Flange nag 2 1 2' 12' 12" B Top Bolts-See Rigid Frame Top Bolts-See Rigid Frame B "PBA" Panel ® ® Drawings For Size ® ® Drawings For Size "PBU" Panel "PBR" Panel Member Screw Pr. 12-1a x 1 I/asD Web Intermediate Bolts Web Intermediate Bolts EW Railer i 'PBR•Panel Beamg leg 12"O.C.at ah Member Panel 's ® ® —(As Required) ® ® —(As Required) ended leg See Rigid Frame Drawings For Size See Rigid Frame Drawings For Sae ' p&. Panel Sfitrh Screw SBtdh San ® ® ® ® 1/4-14 x 7/8' Sheeting Direction SD,at 20"O.C. Bottom Bolts-See Rigid Frame Bottom Bolts-See Rigid Frame Sheeting Direction SD,at 20'O.c. Sheeting Direction Bottom Flange ® ® Drawings For Size Bottom Flange ® Drawings For Size EW Girt A�=At Base,Rake,Eave,and EW Rafter Girt To Raft Clip Mid Span End Laps Extension Beyond Flange Is 1 12" I2' 12• Optional,At Top&Bottom. 1/2"x I IleA307 Bolts 12' 12' 12' ©=At Intermediate Member B (Typ.)(U.N.) "RVPBU" Panel "RVPBR" Panel OU2 BOLTS FOR RIGID FRAME RAFTER U3 BOLTS FOR RIGID FRAME RAFTER W1 ENDWALL GIRT TO ENDWALL Fastener Location for Panel At Wall AT BUILDING PEAK O TO COLUMN CONNECTION RAFTER CONNECTION SCREW-174 12" 12" 12" Stitch Screw Tape Seal 9 1 2" 9 1 2° 9 1 2" 1/4-At x 7/8" At 20"O.C. 2 1 2" 2 1 2" 2 1 2" �Sh�fing Deta0"A' Direction Member Screws Detail"A" 12-14 x 1 1/4" All Roof Members Except As Noted Below at 5", 7", 5" 3" 3" Roof Panel 12" 12" 12" Continous 2 1 2" 7" 5" 7" 5" 7" 2 1 2" Tape Seal �, Panel PullinSheeting Direction Detail"A" At Eave Strut.Panel End Lop.and Peak Pudin Section Thru Panel End Laos Fastener Location for "PBR" Roof Panel SCRU-175 ISSUE DESCRIPTION DATE DRN. CHK. DES. DESCRIPTION DETAIL DRAWINGS A APPROVAL/PERMIT 07.09.12 TSP RAJ RA L' I CUSTOMER CLIFFORD CORNELL END USER CLIFFORD CORNELL END USE AUTOMOTIVE SHOP 5889 S.Greenwood Plaza Blvd,step32o LOCATION 2325 HORTONS LN, SOUTHOLD, NY 11971 Greenwood Village,Colorado 80111 DRN.BY:TSP oA'7 6 12'm BY:RA 1oA�7 6 12 PHONE: 800-345-4610 ,p6 Noy scArF: Dwa.No.: issue www.arrnstrongsteel.com 52984 N.T.S. 12 OF 12 A 1 M 1 x O QO� QQr� �•4P QF �'E�C.�f''�i�Ty �= � lAel R. ,SC•�lE•/=G0 t ; Q h ot) a ti h 3 14` I 1� Y ab qy. �F 4300 O r h �60 �n.yo Q fir�il,�•drir�,�o T �cW1.�Jo.4��vept f.S/G�s'Nv T/TGE /(/.h✓.C��.�/c� �a.ti>,:-.�.v� 0 �5.�3' Nam/a ®'�.�,,t/ ,�,�/,�= F E B 15 2012 BLDG.DEPT. TOWN Of SOUTHOLD '.VT.�iI��/K/G�K/.Qi�/lYal'f/�t'/ �.�lE•I7ECE�?�'�/�� � ' �'`,, ?,, »we�wiw-.w+w.s.+.....��,,�-•-yf��•.... .. 5��"�:` .., ., ... .. siv:':i. »�.�.:i ..+.,. ..Hai+�s U s.!' ... ��.c�i.:� - .. .:+�"T