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HomeMy WebLinkAbout29514-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29839 Date: 11/14/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 1560 YOUNGS AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 63 Block 2 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 23, 2003 pursuant to which Building Permit No. 29514-Z dated JUNE 23, 2003 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 AS APPLIED FOR. The certificate is issued to TOWBEE LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Au o ized 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. 29514 Z Date JUNE 23 , 2003 Permission is hereby granted to : TOWBEE LLC PO BOX 1178 SOUTHOLD,NY 11971 for CONSTRUCT STORAGE BUILDING AS APPLIED FOR. THIS PERMIT REPLACES BP#27463 . at premises located at 1560 YOUNGS AVE SOUTHOLD County Tax Map No. 473889 Section 063 Block 0002 Lot No. 028 pursuant to application dated JUNE 23 , 2003 and approved by the Building Inspector to expire on DECEMBER 23 , 2004 . Fee $ 350 . 00 u ized Si e COPY Rev. 5/8/02 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) QQ.r &AA-C-d a j,�-1 PERMIT NO. 27463 Z Date JULY 10, 2001 Permission is hereby granted to: LLC TOWBEE PO BOX 1178 SOUTHOLD,NY 11971 for CONSTRUCT STORAGE BUILDING AS APPLIED FOR. at premises located at 1560 YOUNGS AVE SOUTHOLD County Tax Map No. 473889 Section 063 Block 0002 Lot No. 028 pursuant to application dated APRIL 3 , 2001 and approved by the Building Inspector. Fee $ 350 . 00 Jo d uth ri ed Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALLS 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. l )z �)/C_) 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: tiCMEL ASL 5014 -71•10Lj) House No. Street Hamlet Owner or Owners of Property: 7U b1/I C-tc LLC Suffolk County Tax Map No 1000, Section 06 Block d DO Z, Lot 0 Z- Subdivision22 Filed Map. Lot: Permit No. 2/�-1 S J `'� Date of Permit. G Z� CEJ Applicant: -To 1'\/ R C e LLL Health Dept. Approval: N \R Underwriters Approval: A) t P Planning Board Approval: 1\/\0 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2tr c- L vo Applicant Signature PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL631-765-2954 • FAX631-614-3516 • e-mail: joseph@fschefli.com Date: November 6, 2003, Reference: Towbee, LLC Bulding Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir: This letter is in reference to Permit#29514 dated June 23, 2003 to construct a 40' by 50' pre-fabricated steel building. I have inspected the completed structure and found it to be constructed in accordance with the plans submitted. If you have any ques • ding this matter please call. Of NEK.y PQ�FiacHFr09� r_ FU w r N 0525, SS10NP Jose Fischetti, P.E. ,.T.,W b.Winb fl PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614.3516 • email: joseph@fischetli.com Date: October 21, 2003 Reference: Tow Bee, LLC Building Inspector Southold Town Main Road Southold,NY 11971 Dear Sir, This letter is regarding Permit#29514 which replaced 27463. This is to inform you that I have inspected the reinforcing steel prior to the placement of concrete and found them to be installed in accordance with the designs completed for this structure. If you have any questions regarding this matter please call. ly yours, r i -052 � schetti, PE "FESs10NP 2 Tn3 I Se,Tw-mn Nzlcel 6r bl.d,c LS D PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 I 1-765-2954 FAX 631-614-3516 e-mail: Joseph@rischetti.com Imo._ ijt vi; I' PT. Tf11NN, /]F 5.,.ifTHOt.L) - - Date: November 26, 2001 Reference: Sea Tow Metal Building Building Inspector Southold Town Main Road Southold,NY 11971 Dear Sir, This letter is to inform you that I had inspected the reinforcing steel prior to the placement of concrete and found them to be in accordance with the designs completed for this structure. If you have any questions regarding this matter please call. pF NEk, P' �fewcy�ya9 Very ly yours, * 3 Joseph Fi the , PE ��FfSS1UNP� z ) cwt M-1802 BUILDING DEoll INSPECTI N ' [ Ir/FOUNDATION 1 ST [ ] ROUGH PL G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: — 4p Aw� sc' DATE 71A INSPECTO �C ✓ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ) FRAMING [ INAL [ ] FIRE!LA A CHIMNEY REM KS: /_ �r � /�'i✓�✓>f✓ ' �C DATE j �Y INSPECTOR FIELD INSPECTION REPORT__ UA COMMENTS 4 �' H FOUNDATION FOIINDATION----OND) - lc- ---S-__��__ _-- o ROUGH FRAME a � 0 PLUMBING 5 C c( h { INSULATION PER N. T. STATE ENERGY T CODE fc as o3 Ak C. © U a P ea f FINAL a _ ADDITIONAL COMMENTS: 617'6 c ri U ax al a ell PLANNING BOARD MEMBERS SUFFO4ea Cin L c!2 If , y"pcyv BENNETT ORLOWSKI,JR. =�0 Qy� P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 y Z Southold, New York 11971-0959 RICHARD CAGGLSNO • Telephone (631) 765-1938 WILLIAM J. CREMERS p`. Fax (631) 765-3136 KENNETH L. EDWARDS MARTIN SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM ;1 2 12PTI i Date: June 20, 2003 - To: Damon Rallis, Building Permits Examiner From: Bruno Semon, Senior Site Plan Review Re: Site Plan Required for Towbee Youngs Ave. & Hummel Southold, NY 119712 SCTM# 1000-63-2-28 Zoned LI Status: No Site Plan on any proposed or ongoing work. We have recently received window questions about the site activity of the above noted SCTM. In research we located one open expired permit (BP# 27463z), it appears to be in violation of the Town Code section 100-141. At this time the Planning Board has no current site plan on file for this project. Per our conversation today the storage building would require a site plan as well as the site improvements being done. Reference any and all building permits on the property noted above which have not been issued a certificate of occupancy. Please copy the Planning Board on any correspondence to the applicant about this issue. Thank you in advance. Cc: file, vs, PB Enc:Building permit copies ivwty ur BU1LIANU YhKM11 AYYLICATION C:hECKL15 BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD, NY 11971 � a 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ' 20— Contact: Approved—:-:1:[S 206 Mail to: Disapproved a/c Phone: Building sp for APPLICATION FOR BUILDING PERMIT Date 2/Z 2001 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to scliedule. b. Plot plan showing location of lot and of buildings on'premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application 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 a Certificate of Occupan is issued by the Building Inspector. 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, SuffollCCounty,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings;additions, or'a'lterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.' i 01V bE_k: L,t_ C (Signature of applicant or name, if a corporation) Po (3DX 11191 , 50AMo113 A/ik )1911 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder Name of owner of premises I DW Rt-:E . U-4 (as on the tax roll or latest deed) Ifppl cant is a !!M i n, signature of duly authorized officer 'n I3 N� Foto - YY1krvtlS�YL (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: . -Iwo AYe SUN'1HOcn House Number Street Hamlet County Tax Map No. 1000 Section Block O.2 lot 2 g Subdivision Filed Map No. Lot (Name) b,jJUjtr, uac 4LIU uccupaucy of premises and intended use and occupancy of proposed construction; a. Existing use and occupancy S-W, AGC b. Intended use and occupancy 5-1UR O 1. Nature of work (check which applicable): New Building /` Addition Alteration Repair Removal Demolition_:::�6ther Work (Description) t. Estimated Cost rt)5,DUy Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures,if any: Front 1_10, 4 Rear yV 4 Depth 4'5 Height ZC/" Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth !' Height Number of Stories Dimensions ofentire�tew construction: Front "��! Rear 5U ��� Depth Height 1 p Number of Stories Size of lot: Front 569 Rear 56I Depth 9d 0. Date of Purchase I Z f 1 1/0 U Name of Former Owner 50K1I•loup C"PA6EI2 exp, 1. Zone or use district in which premises are situated Lig A-1 IND0JIRIAL — L 2. Does proposed construction violate any zoning law, ordinance or regulation: Ut) 3. Will lot be re-graded IV 0 Will excess fill be removed from premises: YES 4. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO_ • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK). SS: :OUNTY OF ) m c5 ULC- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i)Heisthe Dt-11C 0�F1CV2-' (Contractor,Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erforrred in the manner set forth in the application filed therewith. wom to fore me this d yof_200L No is Signature of Applicant DOREEN J. ZENESKI Notary Public, State of NeW$82$ Quallfled In Suffolk Coat_Iig OIZE5058446 ��t�1l�� . :++mission Expires April S,a1Qj ., - TO WN SUFFOLK oc 50 g(JY]laL 569.13' _ BES. —— --- --- - - - cw z.2'R -- -- - — Z eLDG. BLDG nem.e �N' 6612'a4.75'30' E ^s!' " N - -- — " mO R 212.6' 03'N STY. R DAM 6WO' 'L 6.6' w 40.440.4' EA=1.1412-28 ti ACRES 404, o pe o 406 D • 10.1"� u 2 STY, FR, BLDG 785' concre to retnirrnQ ro0 � 2 o 51.6' °` a0.?' CME S 68 p A cont. oo (A R . 6RAJEErto ° Qui e`e 0 8 � S 68'45'20' W 385.10' � S 66'50'00' 0 W cr LONG ISLAND RAIL ROAD CERTIFIED TO: TOWBEE L.L C. ------`—`=CHAINLINK FENCE BRIDGEHAMPTON NATIONAL BANK — — — — — —=ST17CKADE FENCE FIDELITY NATIONAL TITLE INSURANCE COMPANY BUILDING SPECIFICATIONS The structure under this contract has been designed and detailed for Straight Steel Sales Corporation the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any 360 14th STREET, AMBRIDGE, PA 15003 component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil or structural engineer. Straight Steel Sales Corporation will assume no DESIGN LOADING DRAWING INDEX responsibility for any loads not indicated. This Straight Steel Sales Corp. building is designed with Straight Steel Sales This structure is designed utilizing the loads indicated and applied by the C$-1 Drawings Cover Sheet Corp. standard design practices which are based on pertinent procedures NYBC1999 CS-2 Fastener Schedule and recommendations of the following organizations and codes E1 Anchor Bolt Plan e cons responsibility to confirm that these loads —American Institute of Steel Construction Specification for the design It is thtractor' fabrication and erection of structural steel for buildings" 9th edition. comply with the requirements of the local building E2 Anchor Bolt Details & Notes mg department. —American Iron and Steel Institute "Specification for the design of cold E3 Rigid Frame Elevation formed steel structural members" 1996 edition. Specific loads : (See structural calculations and foundation reactions.) —American Welding Society Structural Welding Code" AWS D1.1-98 Chapter E4 Sidewall Framing 2 relating to prequalified complete joint penetration groove welds and chapter 30 PSF Live Load 8 part B relation to allowable stresses. LL Reduction Allowed ElYes X No E5 Endwall Framing —Metal Building Manufacturers Association "Specification for the design E6 Roof Framing fabrication and erection of the structural system" most current edition. 30 PSF Roof Snow Load E7 Sidewall Sheeting Material properties of steel plate and sheet used in fabrication of 80 MPH Wind Load Exposure N/A (If applicable) primary rigid frames and all primary structural framing members (other than ES Endwall Sheeting cold—formed sections) conform to ASTM A-529 or A-570 or A-572 all with a z.2 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, Etc.) wEg Detail Drawings minimum yield point of 50 KSI. 1 PSF Collateral Load (Insulation) s Material properties of cold formed light gage steel members conform to the E10 Detail Drawings requirements of ASTM A-570, with a minimum yield point of 55 KSI. ONE Use Category ( I,= 1.0 Is= 1.0 ) High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA These Drawings are for A-325 and are designed as bearing type connections with threads included in ❑ the shear plane. Tightening of these bolts is recommended by the Turn—of—nut SEISMIC ZONF 1 Construction method, per "AISC Specification for Structural Joints." 1) Peak Velocity Related Acceleration, Av 0.10 ElNot for Construction All primary structural members except bolts and fasteners shall receive one Permit Only coat of Iron Oxide inhibitive primer. 2) Peak Acceleration, Aa 0.10 Shop and field inspections and associated fees are the responsibility of the 3) Seismic Hazard Exposure Group = Group z ❑ Approval contractor, unless stipulated otherwise. ❑ Other : 4) Seismic Performance Category = C * Approval orders must be released CONTRACTOR RESPONSIBILITIES 5) Soil Profile Type = S4 Site Coeff =2.0 for fabrication within thirty (30) calendar days after the submittal The contractor must secure all required approvals and permits from the 6) Basic Structural System and Seismic Resisting System drawings are issued or they will be appropriate agency as required. Ordinary Moment Frame of Steel subject to any current price increases. Approval of Straight Steel Sales' drawings and calculations indicate that 7) Frames: R = 4_5 Cd = 4_0 Special attention should be given in Straight Steel Soles has correctly interpretedand applied the requirements 8) Cables: R = 5.0 Cd = 4.5 approving dimensions and/or details. of the contract drawings and specifications. (Sec. 4.2.1 AISC Code of Please verifyy requested dimensions by Standard Practice, 9th edition.) 9) Analysis Procedure = Equivalent Lateral Force indicating OK'. Where discrepancies exist between the Straight Steel Sales Corp. structural DSN: JMD DWN: DAK REV: steel plans and the plans for other trades, the structural steel plans shall DRAWINGS COVER SHEET govern. (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) DET: CHK: REVISIONS Design considerations of any materials in the structure which are not NO. DATE PROJECT furnished by Straight Steel are the responsibility of the contractor and engineers SEA TOW SERVICES INTL. other than Straight Steel engineering unless specifically indicated. Engineering Seal The contractor is responsible for all erection of steel and associated work SOUTHOLD, NY in compliance with Straight Steel Sales Corp. "For Construction" drawings. This certification covers SOF NCV✓ Temporary supports, guys, parts manufactured and FPS SUFFOLK COUNTY NEW YORK P ry pports, such as u s, braces, flashwork or other elements 5 required for the erection will be determined and furnished and installed b delivered by Straight Steel r - CUSTOMER Y Sales Corp. only and the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) excludes parts such as AMERICAN MASTERCRAFT It is the contractors responsibility to apply or observe all pertinent safety doors, windows, foundationw 1739 EAST CARSON STREET, SUITE 348 rules and regulations, as per OSHA standards as applicable. design and erection of .- PITTSBURGH, PA 15203 The Contractor is responsible for the verification of all shipments received. the building. ?� l ' Shortages must be reported to Straight Steel Sales Corporation within �° °' ' 1 c�CA^7 00 ✓ 'v SCALE: DATE: JOB N0: SHT. NO: 48 hours of delivery. oCp PROFESSION NOT TO SCALE 2/7/01 2391 CS-1 N4:OTICE Be advised that all shipments are via outside trucking companies and are signed for in good condition and completeness at the pick-up location by the driver. "No claim will be honored" unless the following procedures have been followed: EXTERNAL: At the delivery point the driver is required to provide you with a bill of lading which lists and illustrates all bulk items to be received. Any "external" damage or shortage must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. No exceptions! !! SPECIAL NOTE: Overhead doors and service doors are shipped in cardboard boxes. It is required that they be opened to insure that the trucker's chains have not damaged the edges. If so, it must be noted on the bili of lading. INTERNAL: Before the driver leaves, it is also required that you receive a Shipper Report (packing list) that specifies all internal quantities of individual parts. However, the Roof and Wall Sheeting must be counted prior to releasing the driver. Valid concealed shortages must be reported to the factory within 30 calendar days No exceptionsM The driver does not have to be present for the internal inventory. AS REQUIRED ON d PANEL RIB ERECTION DRAWINGS ONE HALF PANEL I INSIDE CLOSURE ROOF PANEL A� BL•ANKET \ u I`n Ii PiI IiI I I'ID I EAVf fIAN6 A APE SEPTALIAgNET ENDWALL 'SURE CRE '__ ROOF UNE LT 7 INSULATION PURLIN FLANGE (OPTIONAL) " EAVE TRIM SHIPURUN DOUBLE INSULATION SIDED (OPTIONAL) OTHERS) DOUBLE SIDED TAPE SEALANT (BY (OTHERS) F OSUR E I NAL INSTALLATION OF WALL PANEL PURLIN FLANGE WALL PANEL THE FIRST ROOF PANEL EAVE PURLIN SAVE PURUN (UNLESS NOTED ON DRAWINGS) SECTION AT SAVE INTERMEDITE FASTENER SCHEDULE ©/PURLIN—PURLIN ROOF PANEL EAVE PURLIN INSULATION O INTERMEDIATE PURLIN ROOF FASTENERS O EAVE �(PURLII DIE FORMED RIDGE OII DIE FORMED RIDGE PURUN O RAFTER SIDEWALL RIDGE CAP 1 I EAVE PURLIN EAVE TRIMANEL \\!\ PURUN FLANGE INTERMEDIATE SIDEWALL GIRT \r�I APE SEALACOLUMN RIDGE CAP TAPE SEALANT :,l INTERMEDIATE RIDGE PURUN Z, O O i(PURLIN RIDGE PURUN B EAVE SEE BUILDING ERECDON DRAWINGS ®PURLIN FOR ACTUAL DIMENSION. A EAVEPURLIN PURLIh_\ PURLIN INTEGRTOIATE ® qq 9 PURLEN O RAKE ANGLEINITERO GIRT TATE ENFFTAER ® SIDEWALL COLUMN BASE ANGLE SIDEWALL GIRT DOOR HEADER WINDOW JAMB DOOR JAMB WINDOW SILL GABLE ENDS® DOOR JAMB BASE ANGLE BASE TRIM (OPTIONAL) I I INTERMEDIAT F` GIRT ® a t� DOOR HEADER1 RAKE ANGLE UA `OUTSIDE CLOSURE FRAME OPENING TRIM BASE TRIM GABLE TRIM CORNER TRIM DETAIL: A 111 14 SELF-TAPPING ROOF FASTENERS DETAIL: B # 14 SELF-TAPPING ROOF FASTENERS DETAIL: C 30 O.C. AT SIDE LAP 30 O.C. AT SIDE LAP # 12 SELF-DRILL ROOF FASTENERS # 12 SELF-DRILL ROOF FASTENERS ©STITCH FASTENER #14x7/8" 12" ON CENTER DATE: 11/11/98 ® FASTENER PATTERN ® FASTENER PATTERN Dw0 NO% AT BASE ANGLE, EAVE STRUT AND RIDGE CAP AT INTERMEDIATE PURLIN OR GIRT + o Dia= 1/2" 1 50'-3" OUT—TO—OUT OF CONCRETE 3 o Dia= 3/4" 2 25'-1 1/2" 25'-1 112" N N 1 1/2" m I o X—Bracin 0 6-0A T D H E a U U r{ a N a I m \ m m I XT X OJ w U t-1C C U C 0 I U c z PA o F U y C Oa .N 0O O I I E Ip I z l I s H H 0 a O 0 M = I F O a 1 m �B B m N 'a T T m E �A �F F I D H 1 1/2" X—Bracing 1 1/ 6'-7 1/2" t 12'-0" 6'-6" = n I 25'-1 1/2" 25'-1 1/2" 1 2 3 NOTE: 1%., STEEL ANCHOR BOLT PLAN OPTIONAL FOUNDATION NOTCH UNE NOTE: All Base Plates ® 100'-0"(U.N.) Straight Steel Sales Corp. WILL REQUIRE THE PERIMETER OF THE FOUNDATION TO BE F.F. 1 1/2" WADER THAN SHOWN. 1% �" _ Dealer.AMERICAN MASTERCRAFF Customer.SEA TOW SERVICES INTL Address:PITTSBURGH, PA Address:SOUTHOLD, NY Dasigaer.JMD Date: 2/ 7/01 Drafter.DAK Date: 2/ 7/01 F _ DefaRer. Date: Office: Job No.: SECTfON AT SHEETING NOTCH Checker. Dote: Office: 2391 (TWICAL EXCEPT AT FRAMED OPENINGS) ANCHOR BOLT PLAN Sht. E1 of 10 3 9oo�P uiu J/4 �8" GENERAL NOTES - Q Q COLUMN LINE N T 1. FOUNDATION DESIGN AND CONSTRUCTION ARE F_ -I I NOT THE RESPONSIBILITY OF STRAIGHT STEEL SALES CORP. I� 2 1/2" I 4" 2. THE BUILDING REACTION DATA, REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE _ _ FOUNDATION. 2 3/4" L J 8„ 3. COLUMN BASE PLATES ARE DESIGNED NOT TO (V EXCEED A BEARING PRESSURE OF 1125 \ EW 1 1/2" SW 2 2" POUNDS PER SQUARE INCH. 2 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR 8" See Plan 1 1/2 EQUAL IN ORDER TO CONFORM TO STRAIGHT STEEL P.DETAIL A ONLES THECOASSUMPONS AL WABLENSTRESS ESTI SpGIVEN IAN E DETAIL E THE AISC MANUAL OF STEEL CONSTRUCTION. Dia= 3 4' Dia= 1/2" 'Po !` 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, H H 0` ANCHOR BOLT IMBEDMENT LENGTH IN CONCRETE 1 4" .0\ ,6) 3" TO BE DESIGNED BY OTHERS. V V rl F 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE FRAME LINE (- -'I FINISHED SURFACE TO BE 3" UNLESS OTHERWISE ___- I 0 NOTED BY FOUNDATION DESIGNER. RIGID FRAME: ANCHOR BOLTS & BASE PLATES 0 I 2 112" I 2 1/2" 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO 0 A TOLERANCE OF +/- 1/8" IN ELEVATION ----------------------- EW L J 2 3/4 2 3/4' AND LOCATION. Frm Col Anc. Bolt Base Plate (in) Grout EW/ L J Line Line NoD(in) Wid Len Thk (in) 8. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL ------- 1 1/2" SW 1 112' REQUIRE THE SIDEWALL COLUMN BASES TO BE 2 D 2 0.750 8.000 8.000 0.375 0.0 SET BACK FROM SIDEWALL STEEL LINE THE See Plan 2 2" DEPTH OF THE GIRT SYSTEM (8" or 10").). A 2 0.750 8.000 8.000 0.375 0.0 2 See Plan THIS MAY REQUIRE THE SIDEWALL FOOTINGS DETAIL BTO INCREASE IN DEPTH. DETAIL F 9. MINOR FIELD WORK OF STRUCTURAL, SECONDARY F2D RAME: BASIC COLUMN REACTIONS (k ) Dia= 3/4" QO AND PANEL/TRIM ITEMS MAY BE NECESSARY TO umn ----Dead---- -Collateral- ----Live---- --Wind_L7--- --Wind-R7--- --Wind --- ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 4" .o\ '0 A NORMAL PART OF METAL BUILDING ERECTION. 0.68 2.00 0.25 0.63 7.26 18.75 -5.34 1.81 3.66 5.er -1 Horiz -12.36 p\I WED W NOT HONOR BACKCHARGES FOR MINOR -0.68 2.00 -0.25 0.63 -7.26 18.75 -3.66 5.61 5.34 1.81 1.72 -8.56 FIELD WORK. F��I- -7 L2A olumn --Wind_R2--- -Seismic -Seismic_R-- ---Live_R--- ne Horiz Vert Horiz Vert Horiz Vert Horiz Vert -1.72 -8.56 -0.20 -0.16 0.20 0.16 3.63 4.54 N I 1/2" 10.72 -12.36 -0.20 0.16 0.20 -0.16 -3.63 14.21 EW JL_ -I 2 3/4 NOTES FOR REACTIONS ) 1 1/2" Building reactions are based on ENDWALL COLUMN REACTIONS(k 2' the following building data: MAXIMUM VERTICAL DL+CO+LL = 7.7 See Plan Width (ft) = 40.0 MAXIMUM VERTICAL DL+WL = -5.9 Length (ft) = 50.0 MAXIMUM HORIZONTAL DL+WL = 2.1 DETAIL C Eave Height (ft) = 16.0 16.0 Roof Slope rise/12 ) - 2.0/2.0 Dia= 3/4" •Q Dead Load psf ) = 2.2 BRACING REACTIONS, PANEL SHEAR 0- Collateral Load (psf ) = 1,0 p7, Live Load (psf 1 = 30.0 $' `90 N Snow Load Wind Load (psff ) = 30.0 Bracing (k ) Panel Shear Wind Code ) = NYBC 99 Wdl CId Reactn Reactn Baseal Horiz Vert oAn eod t (lb/ft) - T - Exposure = - --- --- ------------------------- Closed/Open 9 = 1. 1 D 1.8 3.0 Importance = 1.00 C 1.8 3.0 Seismic Coeff = 0.10 A 2 ,3 3.2 1.8 4„ 5. Loading conditions are: 3 C 1.8 3.0 1 DL+CO+LL D 1.8 3.0 - -1- - 2 DL+CO+LL+WL7/2 D 2 ,3 3.2 1.8 \ EW , ,. 1 112" 4 DL+WL2 LL+WR7/2 / 2' 2„ 5 DL+WR2 6 DL+WRY+WS 1 -DETAIL D 8 DL+/2+WR2+WS Stralgh t Steel Sales Corp. 9 DL+LL/2+WL2+WS 10 DL+WLI+WS Dealer.AMERICAN MASTERCRAFT Customer.SEA TOW SERVICES INTL E Address:PITTSBURGH, PA Address:SOUTHOLD, NY DeMgner.JMD Date: 2/ 7/01 Drafter.OAK Date: 2/ 7/01 Dafallar. Data: Office: Job No.: [::7: Checker. Date: Ofttcs: 2391 ANCHOR BOLT DETAILS & NOTES Sht. E2 of 10 MEMBER SIZE TABLE in Splice Top Of Plate Bottom Of Plate PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Ont T Dia Len Ont T Dia Len START END THICK LENGTH W x T x LEN W x T x LEN RF1-1 7.5 6.5 0.135 188.3 5x316 x184.5 5x516 x166.3 Sp— Sp— p— 1 4 A325 0.625 2.00 4 A325 0.625 2.00 6 x 5/16" x 31.2 S — 2 4 A325 0.625 2.00 4 A325 0.625 2.00 RFI-2 20.0/11.4 0.188 210.7 5 x 1/4 x 210.7 5 x 5/16" x 208.9 OFLANGE BRACES: Both Sides(U.N.) FBxx8(1): xx=length(in), (1)=one side 7' B — L2X2X1/8 26 Go PBR. Galvalome P S 4— 13/16 4 SP® 4'— 3 4 ® 9 9 1 /16•, F823a t FB�B(i) F13368 1) 12 12 F8369(1) _ 3 I 3 _ 2 0 RF1-2 RFI_2 o I I 4 a I I co N I I 00 I I I m v I II v �+ I p II ¢ I I m m ti of M+ nU �+Of I M C i oaf I < I m I I c I I I I I , I I , I I I I 8" 2'-3" 34'-2" 2'-3" 8" CLEAR +/- 40'-0" OUT—TO—OUT OF STEEL D RIGID FRAME ELEVATION A FOR FRAME LINE 2 Stralgh t Steel Sales Corp. Dsalar.AMERICAN MASTERCRAFT Customer.SEA TGW SERVICES INTL Address:PITTSBURGH, PA Address:SOUTHOLD. NY GENERAL NOTES: Designer:dMD Date: 2/ 7/01 Drafter.DAK Dote: z/ 7/01 MINOR FIELD WORK OF STRUCTURAL, SECONDARY pefailar Date: Office: AND PANEL/TRIM ITEMS MAY BE.NECESSARY TO Job a. ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker. Date: Office: 2391 A NORMAL PART OF METAL BUILDING ERECTION. WE VALE NOT HONOR BACKCHARGES FOR MINOR RIGID FRAME ELEVATION Sht. E3 of 10 FIELD WORK. MEMBER TABLE 1 FRAME LINE A & D 50'-0" OUT-TO-OUT OF STEEL 3 MARK PART LENGTH DJ-1 8x25C16 15-3 3 4 2 DH-1 8x25C16 11'-11 1/2" 25'-0" E-1 8x25Z16 25'-2" 25'-0" E-2 8x25Z16 25'-2" G-8 8x25Z16 6'-2 1/4- G-9 8x25Z16 9'-2 3/4- E-1 4 J2 PF-I G-10 8x25214 27'-11 1/2" E-2 G-11 8x25Z16 27'-11 1/2- G-12 8x25Z16 27'-11 1/2" DH-1 0 G-13 8x25Z16 27'-11 1/2" CB-5 0.38-CBL 25'-9" p G-8 G-9 G-11 CB-6 0.38 CBL 1 26'-2" CONNECTION PLATES FRAME LINE A & D ° ID MARK PART G-80 f G-9 'v of 1 CL020 ° 2 CL002 o 4 CL024 Gg'S C@ 6 a 5 CL025 i 2 --- — BA 7 —— -- EC-4 I of H RF1-1 EC-5 6'-6" I 12'-0" I 6'-6- GIRT LAPS 3'-0" SIDEWALL FRAMING: LINE A 3 50'-0" OUT-TO-OUT OF STEEL 1 25'-0" 2 25'-0" 7 PF-1 I E-1 J2 7 E-2 0 G-12 G-13 d' t 2 G-13 a o G8I6 Ce\S v I 'n BA H EC-6 I —�-- - - - RF7-i EC-1 GIRT 3'-0"I LAPS 3'-0" SIDEWALL FRAMING: LINE D Stralgh t Steel Sales Corp. GENERAL NOTES: Deaier.AMERICAN MASTERCRAFr Customer.SEA TOW SERVICES B1rL ANDMINORPAN FIELD WORK OF STRUCTURAL, SECONDARY Addmas:PITTSBURGH, PA Addmss:SOUTHOLD, NY ENSURE PROPER FIITEMS SUCH WORKIS NECESSARY Designer.JMO Date: 2/ 7/01 Drafter.DAK Date: 2/ 7/01 A NORMAL PART OF METAL BUILDING ERECTION. Detailar. I Date: Oftice: Job No.: WE WILL NOT HONOR BACKCHARGES FOR MINOR Checker. Date: Office: 2391 FIELD WORK. SIDEWALL FRAMING I Sht. E4 of 10 BOLT TABLE: FRAME LINE 1 & 3 LOCATION U TYPE DIA LEN ER-1-ER-1 16 A325 112 1 5/4 DA ColumnsR-2 16 A325 1 4 A325 1/2" 1 3/4" 40'-0" OUT-TO-OUT OF STEEL -NGT - C B MEMBER TABLE 1" 8" 9'-4" 20'-0" 9'-4" 8" FRAME LINE 1 & 3 1„ MARK PART LENGTH „ EC-1 8x25G16 14-6 1 16 ;•• TRO90 „ EC-2 8X50D15 16'-0 3/4" ® EC-3 8x25C12 16'-0 3/4" 1— �2„ ER 1 + ❑ - - ER 7 2" EC-5 W853116 14'-7 1/t6" EC-6 W8531 14'-7 1/16ER-1 10X50D14 20'-2 5 '' 1 -0 ® G-3 1 -0 ER-2 1OX50D14 20'-2 5/16" 0 o OJ-2 8x25C16 14'-8 1/2 DH-1 8x25C16 11'-11 1/2" G-1 G-3 G-1 n G-1 8x25Z16 8'-9 1/2" FL + G-2 8x25Z13 19'-8 1/2" m 0-3 8x25216 19 -8 I 1 o G-4 8x25Z16 8'-3 1 2" cs ct G-2 G-1 i G-5 8x25216 3'-8 1 j2" 1 G-6 8x25Z1219'-8 1 2' 11 G-7 8x25216 3'-5 1 " CB-1 0.38-CBL 15'-8" a 0 v CB-2 0.38-CBL 14'-4" 2 I CB-3 0.38_CBL 14'-2" I CB-4 0.38 CBL 15'-4" BA 7 3 CONNECTION PLATES -- - - - - - - - - - - - - - - - - - �-- - - � 107 FRAME LINE: 1 & EC-1 EC-2 EC-3 EC-4 748 MRK PART A CLOW ENDWALL FRAMING: FRAME LINE 1 CLOW CLO20 CLO24 CL025 CL050 CL121 CL002 40'-0" OUT-TO-OUT OF STEEL D B C 1'-2" 8'-10" 20'-0" 8'-10" 1'-2" TRO90 , 11 ® 2"� �2„ Eft 2 _ -_ _ ERIC 2 2 12 6 1 _p G-6 1 -0 �j I DH-1 I o M G-4 G-5 G-7 G-4 n Co t o '4- 3 G-4 c1 G-5 z O G 4 a 51 E CABLE NOTES: o I FIELD SLOT GIRTS FOR 0 I i CABLE TO PASS-THRU. h 5 fi U7 3 2 BA EC-5 EC-3 EC-2 EC-6 4'-p" 12'-0" 14'-0" I Stralgh t Steel Sales Corp. Dealer.AMERICAN W15TERCRAFT Customer.SEA TOW SERVICES INTL. GENERAL NOTES: ENDWALL FRAMING: FRAME LINE 3 Address:PITTSBURGH. PA Address:SOU1FI0LD, HY TE; MINOR FIELD WORK OF STRUCTURAL, SECONDARY Dasigrter.JMO Date: 2/ 7J05 Drafter.DAK Date: 2/ 7/01 o.: AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Waller, Data: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker. Date: Office: 2391 ✓ A NORMAL PART OF METAL BUILDING ERECTION. WEWE E NOT HONOR BACKCHARGES FOR MINOR 59 ENDWALL FRAMING ShtE5 of f0 . F C6 - -- ROOF MEMBER TABLE MARK PART LENGTH P-1 8x25213 21 -11' P-2 8x25Z13 27'-11 E-1 8x25Z16 25'-2" 1 50'-0" OUT-TO-OUT OF STEEL 3 E-2 8x25216 25'-2" CB-7 0.25-CBL 24'-2" 2 CB-8 0.25-CBL 24'-5" 25'-0" 25-0" CB-9 0.25 CBL 24'-8" E-2 RF1-1 E-1 D I I I I P-1(TYp) -2(T I o � I m rn o 0 I I o I ER-1 -2 I t � I Nov o N I N � j o j 1 � j I i I C19 g I I Re P-2(TIP) P-I(TYP) I (17) I I I I I v j C8�9 CQ-9 I < I 02 o 11 ER-1 U. —2 E 0 I 1 it I I I I I I GO,� ce,8 I I I i A E-1 RFI-I E-2 PURLIN 3'-G" ROOF LAP — —I3.—G. SHEETING PANELS: 26 Go. PER ROOF FRAMING PLAN Galvalume/Plain Straight Steel Sales Corp. Dealer AMERICAN MASTERCRAFT Customer SEA TOW SERVICES INTL GENERAL NOTES: Address:PITTSBURGH, PA Address:SO—HOtD, HY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer..JMD Date: 2/ 7/01 Drafter.OAK Date: 2/ 7/01 AND PANEL/TRIM ITEMS MAY B NECESSARY TO patallsr Data: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDEREDCtbcker; Office: 2391 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR ROOF FRAMING Sht. E6 of 10 FIELD WORK. TRI05L ❑ (Gutters with 3 downspouts) TR120 TR060 0 O TR105R `y N v ❑ I TR041,42 I I I I o io =T - = :_ I TR041 @ 3'-7• 0I �I ° N M of I o ° of ^ M I �I I I I ti TRIM DETAIL LAYOUT FOR 3'x7' SURFRAME < 2 REDID) SIDEWALL SHEETING & TRIM: FRAME LINE q PANELS: 26 G°. R — Light Stone TR105L ❑ (Gutters with 3 downs TR120 18060 Pouts) TRI 5R El I o so zo �O io zoo =� = I _ tp ' �I N O I I I I SIDEWALL SHEETING & TRIM: FRAME LINE D GENERAL NOTES: PANELS: 26 Go. R - Light Stone AND MINOR FIELD WORK OF STRUCTURAL SECONDARY Stral h t ENSURE PROPER f UCH WORK Is TO �° Steel A NORMAL TART OF METAL BUILDING ERECTION. Sales Corp, WE WILL NOT HONOR BACKCHARGES FOR MINOR Adorer AMERICAN NASTERCRAf7 FIELD WORK Address:PITTSBURGH, PA Customer.SEA TOW SERVICES INTL Designer,JMDfie2/ 7/Ot Address:SOUTNOLD, NT • Drafter.DAK Detatlar. Data: _ Date. 2/ 7/01 Checker. Di Office: Job No.: SIDEWALL SHEETING Office: 2391 Shf. E7 of in TDRRI D1L TROSO Q 18080 I — ` I I I h ^ 1 ��I I 1 •I r' h h 00 1 rnrnl m a0 ro •� 1 I I I I ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. R — Light Stone %E101L TROBO TRO60 I 1 1 I TR041,42 I I 1 1 I I I h n •j I I I to h 1 I I i0 Nd I I F I I ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Go. R — Light Stone Straight Steel Sales Corp. Dealer.AMERICAN MASTERCRAFT Customer.SEA TOW SERVICES INTL GENERAL NOTES: Address:PITTSBURGH, PA Address:SOIITHOLD, W /01 MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer.Jun Date: 2j 7j01 Drafter.OAK Date: 2J o.: AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Retailer pate: Office: Joh No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker. Oat": Otfice: 2391 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR ENDWALL SHEETING Shf. EB of 10 FIELD WORK. r-RAKE ANGLE 2) r12 x 1 1/4' S. PUR I PURLIN PURLI ENDWALL GIRT 1/2Y x 1 1/4' A2 ENDWALL GIRT I/2Y X 1 1/4' A307 BOLTS A2 1/2Y x 1 1/4 I/2Y X 1 1/4 A307 BOLTS ENDWALL COLUMN AM7RYP.XUN) (TW BOLTS (307 BOLTS (-024 ri) <TYP.%UN.) (TYPJ(II.N) ENDVALL [OLUIW [L021 ENDWALL GI 1/2'0 x 1 1/4• A307 CLO24 2' V/8' GIRT I BOLTS <TYP.%UN.) 2' V/8' GIRT ENDWALL GI 4• W/W GIRT CL024 • • 4' V/10' GIRT CL025 ENDWALL RAFTER 4' • e ^ A3 1/2.0 x 1 3/4' (6) 1 BOLTS ENDWALL RAFTER ENWALL RAFTER ENDWALL COLUMN ® (6) DO z 1 3/4• 6) 1/2'0 x 1 3/1' p325 BOLTS A325 DOLTS CL081 CLORI M081 ENDWALL COLUN( ENDVALL COLUMN 2' 4' A2 PURLIN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO ENDWALL RAFTER B2 ENDWALL COLUMN TO ENDWALL RAFTER CI ENDWALL COLUMN GIRT CONNECTION C� ENDWALL COLUMN GIRT CONNECTION SIDEWALL GIRT SIDEVALL GIRT me 2' W/ 8' GIRT v 001 2' 4' I• W/ 10' GIRT (2) 3/4'0 DVALL COLUNN uin _ NDVALL COLUMN ANCHOR BOLTS 2' V/ 8' GIRT m o m o 001 2• 4' 4• V/ 10' GIRT MN>3 ENDVALL COLU N (2) 3/4.0 (ANCHOR•BOLTS CL024CLOW— ANC)IQt BOLTS a V/8' GIRT p'Oea MW/C1003 GIRT n (2) i/2Y x 1 3/4' 2 i/2' V/8' GIRT ^' A325 BOLTS Q) 1/2.0 x 1 3/I' CLO21 4. 2 3/4' A325 BOLTS V/10' GIRT iu N ' 13/Y iR 2• N 2, 2, N aoz4 11- iu 1/2'0 X 1 1/4' GORIER COLUMN A307 BOLTS [LD50 I/2'0 X 1 I/4' (TYP.NU.NJ V/8'GIRT 8307 BOLTS OLO51 CORNER CLO51 (TYP.XUN.) V/10' GIRT ENDWALL G EkDVALL GIR CORNER COLUMN GIRT CONNECTION 03 CORNER COLUMN GIRT CONNECTION E3 ENDWALL COLUMN BASE SECTION E5 ENDWALL COLUMN BASE SECTION E� ENDWALL COLUMN BASE SECTION DI SEE NOW PLAN SEE R®F PLAN AKE 2) r12NGI-I/1• 1/2'0 x 1 1/4' RIGID FR FLANGE PURLIN 13 6' A307 BOLTS CLL BRACE m /2•f % 1 (TYPJ (Uri) 2' V/ e' PURLIN (IF REO'A) 3 j y 3• J2S A307 BOLT$ PURLI 4' V/ 10' PURLIN gig ) ' RAF A307 BOLTS 4• V/ 8' GIRT 1/2'0 x 1 iN' A30]F.S.) <TYPJ aAN) 4' V/ 10' GIR 1 BOLTS (TYPJNri) ' RKTER A2F.S.) FF�LANGE ENBVALL RAFTER• • • • 1 • 4• (6) I/2Y x 1 3/4'A325 BOLTS • • • ENDVALL COLUMN EA VE PURL 1/2'0 z 1 1/4' — — A307 BOLTS fiIR (TYP.%UNJENDVALL RAFTE BCERIGID FRAME ( REa'0.) SEE ELEVATION SEE ELEVAI. GLO81 RIGID FRA (16) 1/2'0 X 2 1/4' RAFTER COLUMN A325 BOLTS V/ CLIn <16) 1/2'0 X 2 1/2' 2• 4' A325 BOLTS V/ M121 G1 PURLIN LAP AT RIGID FRAME RAFTER H1 GIRT LAP AT RIGID FRAME COLUMN I7 �2 EAVE PURLIN TO RIGID FRAME F11 ENDWALL RAFTER PEAK CONNECTION PURLIN T❑ ENDWALL RAFTER Straigh t Steel Sales Corp. Dealer.AMERICAN MASTERCRAFT Customer.SEA TOW SERVICES INTL Address:PITTSBURGH, PA Address:SOUTHOLD, NY Designer.JMD Date: 2/ 7/01 Drafter.DAK Date: 2/ 7/01 Detailer. Date: Office: Job No.: • 2391 Checker. Date: Office: DETAIL DRAWINGS SM. E9 of 10 �.u.�. (3) i12 x 1 1/4' SRS, �— C-0' O.LJ PF-1 SEE FRAME CROS �� PURLIM SECTION FOR BOLT V/ 8' GIRT LYO x i S SIZE AND IXIMITITY *7W4 4• V/ 10' GIRT (307 BOLTS HE EAVE Po M <TYPXUNJ 2' 4' 1/Y0 x l 1/4' 0 1/Y0 z 1 1/4' (TYPA307.XlI.N.)S CLO25 A307 THIN NEC( BOLTS IRT • • PIIRLI 024 JAMB SUPPORT ANGLE DIFY (2) 12.0DOOR x TR650 (FIELD MODIFY TO FID GP A3 07 THIN z t K RIGID FRAME •® ® »� JAMB WP BOLTS THIN NECK COLUMN (3) i12 z 1 1/4' SMS. 1/2'0 x 1 1/1' (5) k12 x 1 1/4' S.D.S RIGID FR A307 BOLTS RAFTER (TYP.)<UN.) D" JAMB DOOR JAMB J2S EAVE PURLIN TO RIGID FRAME K2 GIRT TO DOUR JAMB L4 DOOR JAMB TO EAVE PURLIN L6 DOOR JAMB TO GIRT M1 HEADER TO DOOR JAMB STRAND GRIP SIDEWALL COLUMN li o TOP BELTS, SEE COLUMN OR BACK UP PLATE II WALL PANEL BASE ANGLE I. . ➢RAVING FOR SIZE. RAFTER HILLSIDE WASHE IILAT WASHER ANCHOR B i12 X 1 1/A FOWDATIRN INTERMEDIATE BOLTS, HILLSIDE WASHER STRAND GRI BELTS II S.0.S (BY OTHERS) m BOOTTIMR�TSOFCgBLE FLAT WASHER NUT II OPTIONAL GREATER THAN FOUR. EYEBELCABLE INSIDE CLOSURE II OPTIONAL - BOTTOM BELTS, SEE II TBIASE TRIM Y ° DRAWING FOR SIZE. SLOT IN WEB TO INS T e RIGID TR EXTENSION BEYOND FLANGE . HILLSIDE WASHER AND OPTIONAL RAFTER LIP PLATE SHEETING NOTCH �• � OPTIONAL. AT TOP L BOTTOM. EYEBOLT AS REQUIRED BASE PLATE (SEE BET AIL (N BY OTHERS, MUST BE ADE(AATE EYEBOLT `CORNER SHEET EU TO SAFELY RESIST THE BLEL PLAN ELEVATION 111e INTHEREACTION RAR LOAD UF EPORT. COLUMN U2DIAGONAL CABLE, EYEBOLT END DIAGONAL CABLE, EYEBOLT END R1 ANCHOR BOLTS AT SIDEWALL COLUMN T3 BASE TRIM SECTION U2 BOLTED END PLATE AT PEAK CONNECTION B12 X 1 1/4' S.RS. TRIM TR11 MSIDE CLASURE 111 % ]/8' S.D.S O.C.) TOP AND BOTTIWT RAKE ANGLE O'-6' DC.) LIRE ROPE SEAL CONNECTION 1' OF �� TRIM TRO ROOF PANEL PLATE DOOR JAMB TOP TRIM TRI RANGE O O TOP BELTS, SEE WALL PAN WALL PANEL ROOF PANEL DRAWING FOR SIZE d1TSIOF f10 0' ar-) O INTERMEDIATE BELTS. THE NUMBER OF TOP TRIM T 12 X 1 1/1• WEB OR BOTTOM BOLTS TRIM TR040 #12#.0.S 111 ADER S.ILSa'-0' O.CJ GREATER TN,W FAR. i12 X 1 1/P SILS (TYP.HUx) k14 X 7/8. S.D.S. O (1'-6' nr.) TRI k14 % 7/8' SMS. -1 a'-0. 0.G O BOTTOM BOLTS, SEE (TYP)OUX) TR041 O'-0' 6C) k12 X 1 3/I' S.0.S BOTTOM DRAWING FOR SIZE. AVE PURLIN WALL PANEL FLANGE WALL PANEL U3 Trim_1 DOOR JAMB TRIM (1'-0') Trle^—� HEADER TRIM SECTION Triro-16 GUTTER TRIM SECTION Triln_35 RAKE TRIM SECTION BOLTED END PLATE AT KNEE CONNECTION Straight Steel Sales Corp. Dealer.AMERICAN MASTERCRAFT Customer.SEA TOW SERVICES INTL Address:PITTSBURGH, PA Address:SOUTHOID, NY Oesignar.JMD Date: 2/ 7/01 DraHer.OAK Date: 2/ 7/01 Detailer. I Rafe: Office: Job No.: • Checker. Date: Office: 2391 DETAIL DRAWINGS Sht. EIO of 10 1' I m ' 1 S V t ° o I vo; ?FEU_, ,, 3 DATE: FEE:3� � Z AT NOTIFY C' 7M 76 F THE _- 'k FOLLOWI C �— --- -- - - -- _--_ - - -- 1 1 FOU111 REQUIRE I FOR PC _ —� 2. ROUGH "I_UMBING i 3. INSULATC 4. 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