Loading...
HomeMy WebLinkAboutBuilding Permit #202-2012 - 143 LACY STREET 9/8/2012 i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: "� ' `� Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION ZQC 4 �T .�/ Print PROPERTY OWNER-4- Unit# Print MAP NO: o'V 10 PARCEL:_[0�,70ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other U ` D.Septic ®'Well FloodplainiWetlands-' T ,Water shedDstri 0 Water /Sewer DESCRIPTION OF WORK TO BE PERFORMED: &Ng�nld (Identification Please Type or Print Clearly) OWNER: Name: a 0 '1/Lla 1&69,E �?-1,x 4z e, Phone: -Y-7P Co�-333c-�- Address: 16 c CONTRACTOR Name: u 0 « Phone: _6 t7- Address: l q Za c1, 7— Supervisor's Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER YMI h� 4 j r� Z(�c� -, ( Phone: -7�?-(/-a &-6- (p l Address: ` 115-1-31 �1Q-�--j�r'�- ,fit-c•��' vrtibrld �p�_Reg. No. FEE SCHEDULE.BULDING PERMIT.,$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: r Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �Sianature-of Aaent/0- ner :- .: _ �' ire of contractor:- i -- - _ I I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/MassageBody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ COMMENTS fl u CONSERVATION Reviewed on J Si nature Z q4-- COMMENTS �/(1 7C�? / a 1_ HEALVH Reviewed on Siqnature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Siqnature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS f I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use I LI Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i i Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract j ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require.sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi 1-�13 Location -.Rae tum. No. �� a a��� Date �ORTh TOWN OF NORTH ANDOVER 3?O�•t`•o I•,�O O 9 }'; Certificate of Occupancy $ CMU � Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # / 7 :5-2, ^ 24563 Building Inspector v D 'O cin s9� 17q» IW NORTIy TO �:, - O AOver own L_ 11 Y �% _ o , dower, Mass., 4 o LAKE �. COCMICMEWICK -/ ORATE D P'? '9S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR b �e 0n /L,o � THIS CERTIFIES THAT.......................................:...................... .. ...........J................................................................................ Foundation n has permission to erect........................................ buildings on ............... 3......�x4x.........J. eet............. Rough / Chimney to be occupied as.........CQ...P,SJ ' 4c.n...../ .�L ......z.zQ. ................................................................................ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STA/%�� c•- Rough ............................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE.DEPARTMENT. Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. I � N STEEL UILDINGS �( \\r� C ® The structure under this contract has been designed and detailed forA u V the loads and conditions stipulated in the contract and shown on these Ac�rrsn drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads DESIGN LOADING DRAWING INDEX must be done under the advice and direction of a registered architect, civil or structural engineer. The manufacturer will assume no responsibility for This structure is designed utilizing the loads indicated and applied by the CS-1 Drawings Cover Sheet any loads not indicated. MA STATE 8TH EDITION CS-2 Fastener Schedule This manufactured building is designed with the manufacturer's standard design It is the contractor's responsibility to confirm that these loads practices which are based on pertinent procedures and recommendations comply with the requirements of the local building department. E1 Anchor Bolt Plan of the following organizations and codes : —American Institute of Steel Construction "Specification for the design Specific loads : (See structural calculations and foundation reactions.) E2 Anchor Bolt Details & Notes fabrication and erection of structural steel for buildings" 13th edition. 20 PSF Live Load E3 Rigid Frame Elevation —American Iron and Steel Institute "Specification for the design of cold formed steel structural members" 2007 edition. LL Reduction Allowed ❑ Yes X No E4 Sidewall Framing —American Welding Society "Structural Welding Code" AWS D1.1 E5 Endwall Framing —Metal Building Manufacturers Association "Specification for the design 50 PSF Ground Snow Load fabrication and erection of the structural system" most current edition. 110 Thermal Factor (CQ E6 Roof Framing Material properties of steel plate and sheet used in fabrication of 1.0 Snow Exposure Factor (Ce) E7 Sidewall Sheeting primary rigid frames and all primary structural framing members (other than 103 MPH Wind Load Exposure C (If applicable) Eg Endwall Sheeting cold—formed sections) conform to ASTM A-529 or A-572 all with a g minimum yield point of 55 KSI. 212 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, Etc.) E9 Detail Drawings Material properties of cold formed light gage steel members conform to the 1 PSF Collateral Load requirements of ASTM A-653, with a minimum yield point of 55 KSI E10 Detail Drawings High strength bolts and their installation shall conform to ASTM specification 2 Use Category ( Iv= 1,00 IS= 1.00 Ie= 1,00 ) E11 Detail & Trim Drawings A-325 and are designed as bearing type connections with threads included in the shear plane. Tightening of these bolts is recommended by the SEISMIC DATA These Drawings are for Turn—of—the—nut method, per "AISC Specification for Structural Joints." ❑ Construction ❑ Approval * All primary structural members except bolts and fasteners shall receive one 1) Mapped Spectral Acceleration for Short Period, Ss 0,324 X Permit X Anchor Bolts & Reactions coat of Iron Oxide inhibitive primer. Shop and field inspections and associated fees are the responsibility of the 2) Site Coefficient, Fa 1.54 * Approval drawings are not to be used for CONSTRUCTION or contractor, unless stipulated otherwise. 3) Seismic Design Category = C final foundation design and must be released for fabrication within thirty (30) calendar days after the submittal drawings are issued 4) Site Class = D or they will be subject to any current price increases. Special attention should be given in approving dimensions and/or details. CONTRACTOR RESPONSIBILITIES 5) Basic Structural System and Seismic Resisting System Please verify requested dimensions by indicating 'OK'. The contractor must secure all required approvals and permits from the Ordinary Moment Frame of Steel Building is manufactured by STEEL BUILT CORPORATION. STEEL BUILT appropriate agency as required. 6) Frames: R = 3,00 CORPORATION is a fabricator approved by the following agencies. Approval of the manufacturer's drawings and calculations indicate that 7) Cables: R = 3,00 1. QUASAR/CWB GROUP — CAN/CSA A660 Certificate # STEBUO the manufacturer has correctly interpreted and applied the requirements 2. INTERNATIONAL ACCREDIATION SERVICE, INC. of the contract drawings and specifications. (AISC 303-05 Code of 8) Analysis Procedure = Equivalent Lateral Force Fabricator Inspection Program FA — 446 w 3. City of Houston Approved Fabricator Registration Number — 759 Standard Practice) 4. City of LA Approved Fabricator Where discrepancies exist between the manufacturer's structural steel plans Type I FABRICATOR LICENSE NUMBER — #2091 and the plans for other trades, the structural steel plans shall govern. DSN• TBT DWN• JMC REV: (Section 3.3 AISC 303-05 Code of Standard Practice) DRAWINGS COVER SHEET Design considerations of any materials in the structure which are not DET: CHK: REVISIONS furnished by the manufacturer, are the responsibility of the contractor and NO. DATE CUSTOMER engineers other than the manufacturer's engineering, unless specifically indicated. THE 0 MAHONY FAMILY FARM, LLC T_hs--contmotous_r-es-pons.ible for a.11—erection—of steel_and—ass-ociote-d work Err in—e-a - —S al—in compliance with the manufacturer's "For Construction" drawings. 9 9 ZN� NORTH AtVD�VER,�Nr� Temporary supports, such as guys, braces, flashwork or other elements This certification covers �s MIDDLESEX COUNTY required for the erection will be determined and furnished and installed by parts manufactured andZw AO m the erector. (Section 7 AISC 303-05 Code of Standard Practice) delivered by the CW.L manufacturer only, and 7 BISON STEEL BUILDINGS, INC. It is the contractors responsibility to apply or observe all pertinent safety excludes �•�i131 P Y PP Y P Y ports such as � rules and regulations, as per OSHA standards as applicable. doors, windows, foundation 't3tgTrc j` 2619 COON RAPIDS BLVD NW The Contractor is responsible for the verification of all shipments received. design and erection of P P the building. MINNEAPOLIS, MN Any "external" damage or shortages 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 SCALE: DATE: JOB NO: SHT. NO: will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! MAY 1 2 2011 PROFESSIONAL ENGINEER NOT TO SCALE 5/11/11 15442 CS-1 I of µoerH TOWN OF NORTH ANDOVER OFFICE OF x 9 BUILDING DEPARTMENT '1600 Osgood Street Building 20, Suite 2-36 North Andover Massachusetts 01845 sACHuse Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION BUIDING PERNUT APPLICATION Please print DATE:_ JOB LOCATION: 11Y3 Number Stre6t Address Map/Lot HOMEOWNER LQ7 r Home Ph e 'fir Work Phone PRESENT MAILING ADDRESS dn MA City Tow-n. State. Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units-or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who Qwns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING 0?.. L Revised 7.2009 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PI ANNING 688-9535 { V I i r, �� ' , t�• �h����i�; "�.tl �lt " � �� ��i ill J"14..1� Be advised tha 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: AT TIME OF RECEIPT: 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 recieved. 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! ! ! CUSTOMERS hETAILEDIt is a factory required policy that the customer INVENTORY CHECK: recieves a detailed shipping list (packing list) that specifies all included quantities of individual parts. (SHAKE- OUT) Valid concealed shortages must be reported to the factory within Valid 30 calender days NO EXCEPTIONST The driver does not have to be present for your inventory confirmation. SPECIAL NOT #1 : Overhead doors, windows 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 bill of lading. SPECIAL NOT l #2: PERMIT DRAWINGS are NOT to be used for construction purposes. Dimensions and details on permit drawings may vary with construction drawings. Use construction drawings ONLY for the erection of your building. i i i I ' x I •Ay.: :rr r x �i � y p d` n J If water is allowed to remain on or in bundles of painted or coated parts for extended periods of time degradation will occur . The end result is shorter material life ' due to corrosion. Therefore , upon receipt of a job , all bundles of primed parts ' should be stored at an angle to allow any trapped d water to drain amara and permit air pp y circulation for drying . separate the panels to allow air to circulate between each panel . If environmental conditions are such , tarps should be used to protect materials . Puddles of Wate�, should not be allowed to collect and rernain on columns or rafters for the sane reason . DR ELEVATE] TARP AIR CIRCULATION i r AS REQUIRED ON PANEL RIB ERECTION DRAWINGS ONE HALF PANEL INSIDE CLOSURE I ROOF PANEL A TAPE SEALANT ------------- ROOF CLOSURE -------'"'-- ROOF LINE BLANKET � INSULATION i I EAVE STRUT (OPTIONAL) \ ` EAVE TRIM PURLIN TRIM`\\ PURLIN DOUBLE INSULATION SIDED TAPE (OPTIONAL) C (BY OTHERS) SEALANT DOUBLE SIDED TAPE A (BY OTHERS) r OUTSIDE CLOSURE INSTALLATION OF � WALL PANEL � EAVE STRUT EAVE STRUT WALL PANEL THE FIRST ROOF PANEL SECTION AT EAVE (UNLESS NOTED ON DRAWINGS) FASTENER CHEDULE INTERMEDIATE ©,�PURLIN ROOF PANEL EAVE SAMPLE BUILDING BELOW STRUT INSULATION O INTERMEDIATE PURLIN ROOF FASTENERS O EAVE DIE FORMED RIDGE CA STRUT DIE FORMED O RDGE PURLIN A RAFTER SIDEWALL' MIDGE CAP PANEL EAVE TRIM EAVE STRUT INTERMEDIATE APE SEALANT I� SIDEWALL GIRT i I COLUMN RIDGE CAP i i TAPE SEALANT O RIDGE PURLIN INTERMEDIATE I O i(PURLIN B RIDGE PURLIN B SEE BUILDING ERECTION DRAWINGS EAVE A STRUT FOR ACTUAL DIMENSION. O A B EAVE STRUTPURLIN O PURLIN INTERMEDIATE GIRT © EAVE STRUT RAKE 0.0 (ANGLE © O INTERMEDIATE ENDWAL AFTER f O SIDEWALL COLUMN BASE ANGLE—/ SIDEWALL GIRT DOR HEADER WINDOW JAMB 0 DOOR JAMB WINDOW SILL GABLE END-\O DOOR JAMB BASE ANGLE—\,� © i BASE TRIM (OPTIONAL) INTERMEDIATE 16' GIRT O i © DOOR HEADER \—RAKE ANGLE AO OUTSIDE CLOSURE RAME OPENING TRIM \—BASE TRIM GABLE TRIM 000 CORNER TRIM DETAIL: A #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 SEF—DRILL ROOF FASTENERS 6" O.C. #12 SELF—DRILL ROOF FASTENERS 1'—O" O.C. ©STITCH FASTENER #14x7/8" 12" ON CENTER DATE: �/�005 AO FASTENE PATTERN © FASTENER PATTERN DWG NO: AT BASE ANGLE, EAE STRUT, RIDGE CAP AT INTERMEDIATE PURLIN OR GIRT OR LINER PANEL CS - 2 r� & INTERMEDIATF PANEL LAPS L 0 Dia= /2" � 1 BACK SIDEWALL m Dia= /4"4 60'-0" OUT-TO-OUT OF STEEL 2 3 20'-0" 20'-0" 20'-0" Field Field Field Field Located Located Located Located F Walkdoor Window X-BracingWindow Walkdoor F M, A m � _ � � A J"-Elev= CJ 101'-0" LC_I Bev=101'-0 0 0 I O o _o O m m m LJ w o E B Elev=101'-0" J '- w D Elev--1010"L� D F- C o Dba 'U) •--� QO c J E I . o wo 0 o I Q I o o w . p d' N I N N I O N F- H M L J F- I � I CD O o I 1 _0" LO �� Elev=101'-0"Br-7 C r7 B ®-B Elev=101'-0" L 0Cr 0 0 o 0 0 0 0 0 ` m 11 p m X w w x C I C J Elev=101'-0" L=J iJ L=� Elev=101'-0"L A X—Bracing A 20'-0" 20—0 FRONT SIDEWALL BASE NOTCH DETAIL � STEEL ANCHOR BOLT PLAN REQUIRED WHEN BASE TRIM LINE NOTE: All Base Plates ® 100'-0" (U.N.) IS NOT ORDERED. F.F. BASE FOUNDATION NOTCH � BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC :.: •a:;. WILL REQUIRE THE PERIMETER City:MINNEAPOLIS State:MN City:NORTH ANDOVER State:MA OF THE FOUNDATION TO BE ••�'`�,•: Des'gner.TBT Date: 5/9/11 Drafter:JMC Data: —E--- 1 1/2" WIDER THAN SHOWN. Detailer. Date: Office: Joh No.: SECTION AT SHEETING NOTCH Checker: Date: Office: 1 -442 (SEE DETAIL TO THE RIGHT.) (-TYPICAL EXCEPT AT FRAMED OPENINGS) ANCHOR BOLT PLAN Sht. E 7 of 11 Dia= 3/4" Dia= 3/4" NOTES FOR REACTIONS 8' FRAME LINES: 2 3 �0 Building reactions are based on Q '�" �afe the following building data: COLUMN LINE _ p Width (ft) 35 T Length ( ) 60 ave'� `o i8f 118f Roof SloHe pet (ft) = 6.0:12 / 6.0:12 i 4" Dead Load (psf) = 2.200 Collateral Load s = 7 Roof Live Load �psf = 20.00 00 - - 4" Roof Snow Load (psf) 35 Wind S1 1 %ed(mph) 103 4" Wind Code = AIA STATE STH EDMON J Wind E/xp�osure = C EW 2 2" 8» Cmportancen Wind = 1.IOOed 2" 2" SW Importance - Seismic = 1.00 Seismic Desiggn Cate ory = C Seismic Coeff (Fa*Ss� = 0.499 g See Plan H H DETAIL A Base EL. 101'-0" DETAIL C Base EL. 101'-0" Load Combinations----- DL+CL+(LL or SL) �IV ~tv Dia= 3/4" Dia= 1/2" DL+CL+WL Q DL+CL+O((.75WL+0.75(LL or SL) Ofaf 0.6DL+WL0.7SEIS)+0.775(LL or SL) RIGID FRAME: ANCHOR BOLTS & BASE PLATES 6 1 2" 90 e 0.6DL+0.7SEIS Frm Col Anc. Bolt Base Plate (in) Grout Line LineNo D(in) Wi - d- Len- Thk_ (in)-- GENERAL NOTES - -- O 2 • F 4 0.750 8.000 12.00 0.500 12.0 2 • A 4 0.750 8.000 12.00 0.500 12.0 00 00 2 1/2 1. FOUNDATION DESIGN AND CONSTRUCTION ARE O NOT THE RESPONSIBILITY OF THE BUILDING 14' 2 3/4" MANUFACTURER. 2 • Frame lines: 2 3 2» 2" THE J EW 2 J EW 2 LOADS(LDING REACTION WHICH THIS BUILDINGAPLA ESR ON THE RIGID FRAME: BASIC COLUMN REACTIONS (k ) FOUNDATION. Frame Column ----Dead-----Collateral- ----Live---- ----Snow------Wind11--- --Wind_R1--- 3. COLUMN BASE PLATES ARE DESIGNED NOT TO Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert See Plan See Plan EXCEED A BEARING PRESSURE OF 2500 2 • F 0.5 1.2 0.2 0.4 2.9 7.0 5.1 12.2 -3.2 -3.6 1.2 -3.1 POUNDS PER SQUARE INCH. 2 • A -0.5 1.2 -0.2 0.4 -2.9 7.0 -5.1 12.3 -1.2 -3.1 3.2 -3.6 DETAIL B Base EL. 101'-0" DETAIL D 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR Frame Column --WindJ.2--- --Wind_22--- ---LnWindl-- ---LnWind2-- --Seismic-l..- --Seismic R- » EQUAL IN ORDER TO CONFORM TO THE BUILDING Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Dia= 1/2 3" 3" MANUFACTURER. DESIGN ASSUMPTIONS BASED 2 • F -3.1 -1.1 1.3 -0.6 0.7 -2.8 -0.2 -5.1 -0.5 -0.3 0.5 0.3 ON THE ALLOWABLE STRESSES GIVEN IN THE 2 • A -1.3 -0.6 3.1 -7.1 -0.7 -2.8 0.2 -5.1 -0.5 0.3 0.5 -0.3 AISC MANUAL OF STEEL CONSTRUCTION. Frame Column ---LnSeis--- -F1UNB-SLI.- -F1UNB_SL-R- 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, Line Line Horiz Vert Horiz Vert Horiz Vert F_ ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE 2 • F 0.0 -1.7 4.6 12.4 4.6 7.4 O TO BE DESIGNED BY OTHERS. 2 ; A 0.0 -1.7 -4.6 7.4 -4.6 12.4 O i 2 1/2" I " I 2 1/2" 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE 2 • Frame lines: 2 3 o0 00 FINISHED SURFACE TO BE 3" UNLESS OTHERWISE 2 3/4" ° I (( ° 2 3/4" NOTED BY FOUNDATION DESIGNER. ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) 7Brace Brace . ANCHOR BOLTS SHALL BE ACCURATELY SET TO Rafter Frm Col Dead Collat Live Snow Wind-L Windt --Wind-L-- --Wind-R-- Wind-P Wind_S A TOLERANCE OF +/- 1/8' IN ELEVATION AND LOCATION. Line Line Vert Vert Vert Vert Vert Vert Harz Vert Horz Vert Harz Horz 2" 2" 1 F 0.1 0.0 0.5 0.9 -0.3 -0.9 0.0 -0.3 0.0 -0.9 -0.4 O.S. 8. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL 1 E 0.6 0.2 3.0 5.3 -1.0 -1.5 0.0 -1.0 0.0 -1.5 -1.4 1.6 REQUIRE THE SIDEWALL COLUMN BASES TO BE 1 . B 0.6 0.2 3.0 5.3 -2.0 -0.8 1.8 -4.2 0.0 1.3 -1.4 1.6 3'-4" SET BACK FROM SIDEWALL STEEL LINE BY THE 1 A 0.1 0.0 0.5 0.9 -0.4 -0.5 0.0 1.7 1.8 -2.7 -0.4 0.5 DEPTH OF THE GIRT SYSTEM (8' or 10'). THIS MAY REQUIRE THE SIDEWALL FOOTINGS Frm Col LnWindl LnWind2 --Seis-L-- --Seis-R-- E1UNB_SL_L E1UNB_SL._R TO INCREASE IN DEPTH. Line Line Vert Vert Harz Vert Horz Vert Harz Vert Harz Vert DETAIL AT FIELD LOCATED FRAMED OPENING 1 F -0.4 -0.8 0.0 0.4 0.0 -0.4 0.0 0.7 0.0 -0.3 9. MINOR FIELD WORK OF STRUCTURAL., SECONDARY 1 E -0.7 -1.4 0.0 -0.5 0.0 0.5 0.0 6.7 0.0 3.0 Dia= 1/2' AND PANEL/TRIM ITEMS MAY BE NECESSARY TO 1 B -0.7 -1.4 0.6 -1.7 0.0 0.9 0.0 3.0 0.0 6.7 �" I I ENSURE PROPER FIT. SUCH WORK IS CONSIDERED 1 A -0.4 -0.8 0.0 1.8 0.6 -0.9 0.0 -0.3 0.0 0.7 IL--•II A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR Rafter Rafter Brace Brace FIELD WORK. Frm Col Dead Collat Live Snow Wind_L Windt --Wind_L-- --Wind-R-- Wind-P Wind_S r r , I Line Line Vert Vert Vert Vert Vert Vert Harz Vert Harz Vert Harz Harz I 4 A 0.2 0.0 0.8 1.4 -0.6 -0.6 1.8 -2.7 0.0 1.5 -0.4 0.5 0 O BRACING REACTIONS, PANEL SHEAR ' 4 0.5 0.2 2.8 4.8 -0.7 -1.9 0.0 1.3 -3.9 -1.4 1.6 2 1/2" I I 2 1/2" 4 D 0.5 0.2 2.8 4.8 -1.4 -0.9 0.0 -1.4 0.0 -0.9 -1.4 1.6 ° I 00 00 I ° f Reactions (k ) Panel 4 F 0.2 0.0 0.8 1.4 -1.0 -0.5 0.0 -1.0 0.0 -0.5 -0.4 0.5 „ ---Wall-- Col --Wind----Seismic- Shear 2 3/4„ L I J 2 3/4 Loc- Line Line Harz Vert HorzVert- (Ib/ft)-- Frm Col Lnwndt LnWind2 --Seis-L-- --Seis-R-- E2UNB_SL_L E2UNB_SL_R L Line Line Vert Vert Harz Vert Harz Vert Harz Vert Horz Vert LAW 7 B ,A 1.8 2.2 0.6 0.7 4 C -04 A -0.46 -1.3 00 0.8 0.6 -1.6 0.0 6.4 00 2.4 -0.9 0.6 -0.8 0.0 1.6 0.0 1.2 0.0 0.1 . . . F_SW A 2 ,3 2.0 0.7 1.6 0.6 4 D -O.6 -1.3 0.0 0.4 0.0 -0.4 0.0 2.4 0.0 6.4 2 2 R-EW 4 A ,C 1.8 2.1 0.6 0.7 FIELD LOCATED B_SW F 3 ,2 2.0 0.7 1.6 0.6 4 F -0.4 -0.9 0.0 -0.4 0.0 0.4 0.0 0.1 0.0 1.2 WINDOW WIDTH ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES DE-T-AIL-A-T--R-E-L-D-L-0EA-T-ED-WIN-D-OW-OP-ENI-N-G- ------- ----- ------- Frm Col Anc. Bolt Base Plate (in)) Grout Line Line No D(in) Wid Len `Ihk (in) 1 F 2 0.750 6.500 6.000 0.188 12.0 LOAD CASES 1 E 2 0.750 6.500 6.000 0.188 12.0 1 B 2 0.750 6.500 6.000 0.188 12.0 WIND_L1 = WIND LOAD FROM LEFT CASE 1 1 A 2 0.750 6.500 6.000 0.186 12.0 WIND-R1 = WIND LOAD FROM RIGHT CASE 1 4 A 2 0.750 6.500 6.000 0.168 12.0 WIND-LN1 = LONGITUDINAL WIND CASE 1 4 C 2 0.750 6.500 6.000 0.188 12.0 LWIND1_L2E = LONGITUDINAL WIND CASE 1 4 D 2 0.750 6.500 6.000 0.188 12.0 DUE TO EDGE ZONE 2E 4 F 2 0.750 6.500 6.000 0.188 12.0 1BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC SEISMIC_L = SEISMIC CASE FROM LEFT City:MINNEAPOLIS State:MN City:NORTH ANDOVER State:MA SEISMIC_R = SEISMIC CASE FROM RIGHT SEISMICLN = LONGITUDINAL SEIMIC CASE Designer.TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 F1UNB_SL_L = FRAME 1 UNBALANCED SNOW LEFT SIDE Detailer: Date: Office: Job No.: F1UNB_SL_R = FRAME 1 UNBALANCED SNOW RIGHT SIDE FICRANE 1 = FRAME 1 CRANE LOAD IN POSITION 1 Checker: Date: Office: 15442 DRIFTDRIFT = SNOW SLIDE = SLIDE SNOW LOAD ANCHOR BOLT DETAILS & NOTES Sht. E2 of 11 SPLICE BOLTS I MEMBER SIZE TABLE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Quan -----Bolt----- MARK Mark Top/Bot/Int Type Dia Length START END THICK LENGTH W x T x LENGTH W x T x LENGTH RF1-1 11.5/11.5 0.134 7'-6 9/16" 5"x 1/4" x 8'-6 1/4" 5"x 1/4" x 7'-6 9/16" SP-1 4 4 0 A325T 0.625 2.25 11.5/11.5 0.188 1'-5 5/8" 5"x 1/4" x 1'-9 15/16" RF1-2 12.5/12.5 0.134 18'-1 1/4" 5"x 1/4" x 17'-6 7/8" 5"x 1/4" x 17'-6 7/8" OFLANGE BRACES: Both Sides(U.N.) TR099 FBxxB(1): xx=length(in), (1)=one side B — L2X2X10G (SEE DETAILS G1 & H1) 0' 7• L . � 2 3�7 �1 7 2.. `L � �11� 1 1/ (F6�1� ^ 3'3&0) 3/� '9\672, �e o\o� i C -� 26 0 X81 'Z1611 Fera F1,2 R�, 3e 6"�. 12 `° I l l N mDl� N �w � �l Imi l V lam I I � O i+7 l I cD I cD I I O O I� LO+ m+ I oQ 0 Q �I lIJ .Iw I oOU cou O O 31'-8" 8" CLEAR +/— 1'-0' 35'—O'=OUfi=T0=0U-T—OF STT-E RIGID FRAME ELEVATION A FOR FRAME LINE 2 3 BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC GENERAL NOTES: City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ® STEM WALL Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED BY OTHERS Checker: Date: Office 15442 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. RIGID FRAME ELEVATION Sht. E3 of 11 r SPECIAL BOLTS O ID IQUAN TYPE DIA LENGTH WASH 1 1 8 A325T 1 2 2 0 1 MEMBER TABLE 60'-0" OUT-TO-OUT OF STEEL 4 FRAME LINE A & F MARK PART LENGTH 2 3 DJ-4 8x25C16 7'-1 1/2" 20'-0" 20'-0" 20'-0" DJ-5 8x25C16 7'-1 1/2" DH-4 8x25C16 3'-3 1/2', DH-5 8x25C16 3'-11 1/2" EAAPs 2'-0' _ 2'-0" DS-2 8x25C16 3'-11 1/2" 2'-0 2'-0' E-1 8x25Z16 21'-11 1/2" E-2 8x25Z15 24'-0" E-1 t "s E-2 t E-3 c4 E-3 8x25Z16 21'-11 1/2" G-7 8x25Z16 20'-11 1/2" I I G-8 8x25Z16 22'-0' - I 1 I G-9 8x25Z16 20'-11 1/2" N G-7 G-8 G-9 CB-5 0.38 CBL 19'-7" 1 I I CONNECTION PLATES o I I I I ❑IDFRAM MARK PARTE I toI t 1 1 CL020 0 G-7 G-8 G-9 I 2 CL002 3 CL025 o TR340(TYP) Cg,S Cg,s 4 CL021 -� SA I I EC-4 RF1-1 RF7-1 EC-4 GIRT _ i'�_ " LAPS V-0. t_0 Le SIDEWALL FRAMING: FRAME LINE A DH-4 I 2 4 60'-0" OUT-TO-OUT OF STEEL 1 0 �— -c t 3 2 9 20'-0" 20'-0" 20'-0" SA EAVE 2'-0" 2'-0" 2 FieldLAPS 2 2'-0' 2'-0" 3'-4' FRAMING REQ'D. FOR 3'x7' FRAMED E-1 <E>,\: J16 E-2 ' E-3 G4 OPENING FOR WALKD❑OR I I I (2 REQ'D.) (A) I I I 1 Ls N G-7F" G-8 G-9 ® 3 3 I 1 DH-5 I o (A) G-7 G-8 —— cA> G-9 1 DS-2 M t❑ t❑ o TR340(TYP) , o i Q SA SA -- -- - -- -- -- -- --- -- --- -- s 2 u - - - I I --- -- -0' - EC-1 RF1-1 RF1-1 EC-1 FRAMING REQ'D. FOR 4'x3' FRAMED OPENING FOR WIND❑W GIRT t'-o" t'-o (2 REQ'D.) " cB> LAPSt�-o" GENERAL NOTES: SIDEWALL FRAMING: FRAME LINE F BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ® STEM WALL Detailer: Date: Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. BY OTHERS Checker: Date: Office: 15442 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL FRAMING Sht. E4 of 11 1 BOLT TABLE FRAME LINE 1 & 4 LOCATIONQUAN TYPE DIA LENGTH ER-1/ER-1 4 A325T 1 2 2 ER-2/ER-2 4 A325T 1/2" 2" Columns/Raf 8 A325T 1/2" 2" Jamb 6 A307 1 2" 1 1 4" MEMBER TABLE FRAME LINE 1 & 4 MARK PART LENGTH EC-1 8x25C16 T-9 1/8" i EC-2 8x25C13 12'-8 1/8" EC-3 8x25C13 12'-8 8" EC-4 8x25C16 7'-9 1/ 8" i EC-5 8x25C13 13'-2 1/8" EC-6 8x25C13 13'-2 1/8" ER-1 8X50D13 19'-2 5/8, ER-2 8X50D14 19'-2 5/8, DJ-1 8x25C16 14'-2 1/8" DJ-2 8x25C16 11'-7 1/2" DJ-3 8x25C16 4'-2 1/8" DH-1 8x25C16 11'-11 1/2" Fq q F DH-2 8x25C16 9'-11 1/2" 35'-0" OUT—TO—OUT OF STEEL 35'-0" OUT—TO—OUT OF STEEL DH-3 8x25C16 2'-51/2" DS-1 8x25C16 2'-5 1/2" E B C D G-1 8x25Z16 9'-1" 10'-6" 14'-0" 10'-6" 11'-6" 12'-0" 11'-6" G-2 8x25Z16 2'-7 3/4" Q6" 6"h!" G-4 8x25Z16 10'-1" 12 12 12 12 G-5 8x25Z16 3'-7 3/4" 5 F5 G-6 8x25Z16 11'-11" CB-1 0.25—CBL 9'-11" A SA A2 CB-2 0.25—CBL 13'-2" SA� s 7 ai CB-3 0.25—CBL 14'-2" � Bi CB-4 0.25 CBL 10'-9" I w 11 )? 7 w - (C) FR, FLANGE BRACE TABLE 3 0 © 3 2 3 JC 2 FRAME LINE 1 & 4 2 M1 2 3 ca �2 3 2 Ls Cl G8 DID MARK LENGTH —2 0 G-2 �Ez G-5 G-6 G-5 1 1 FB28.8 12--4 3/4 ® Ul DH-1 44 jj 47❑ / ® L44 44 ® 7❑ 17 17 I I CONNECTION PLATES FRAME LINE 1 & 4 2 I I 2 3 d 3 2 I G0 5 Mi I El ID MARK PART s G-1 0 0 G-1 s s G-4 DH-2 G-4 2 36 1 CL003 ® ® ® 4 4 4 ® D1 4 4 � 4 D1 ® 4 4 4 4 ® I D1 ❑ ❑ 3 CL083X 0 D1 I N to I � o I t o ©I G-1 G-1 LsJ 0 ©I —4 o I I 4 CL020 ® ® 4 4 (41 �� 4 I 4 4 p G-4 ® 6 CL050 0 o (EYE TR340(TYP) G 02 0 0 E7 4 42 N 00 `�' TR340(TYP) 7 CL030X Lf SA ❑D Es E 0 SA i o s o i❑ i❑ i❑ 8 CL002 9 SCL-1 C 7 7® ®C C ®C C EC-1 EC-2 EC-3 EC-4 EC-4 EC-r5 EC-6 EC-1 0 0 1 -0 12'-0" J1'-0" J-1 10'-0" .-L ENDWALL FRAMING: FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 4 2 2 3 5 5 DH-3 Mt I � I 0 0 DS-1 K9 CABLE NOTES: 5 5 FIELD SLOT GIRTS FOR G-6 ® tO ® CABLE TO PASS—THRU. c� L SA BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC GENERAL NOTES: 2'-G' City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY --fDesigner:TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO FRAMING REQ'D. FOR 2'-G'x4' FRAMED STEM WALL ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Retailer: Date: Office: Job No.: OPENING A NORMAL PART OF METAL BUILDING ERECTION. FOR WINDOW (I REQ'DJ BY OTHERS Checker: Date: Office: 15442 C WE WILL NOT HONOR BACKCHARGES FOR MINOR (C) FIELD WORK. ENDWALL FRAMING Sht. E5 of 11 SPECIAL BOLTS i ROOF PLAN o ID IQUAN TYPE DIA LENGTH WASH 1 1 6 A325T 1 2 2 0 MEMBER TABLE 1 60'-0" OUT—TO—OUT OF STEEL 4 ROOF PLANMARK PART LENGTH 2 (� P-1 8x25Z16 21'-11 1/2" 20'-0" 20'-0" `)' 20'-0" P-2 8x25Z15 24'-0" P-3 8x25Z16 21'-11 1/2" E-1 8x25Z16 21'-11 1/2" E-2 8x25Z15 24'-0" E-3 8x25Z16 21'-11 1/2" F E-3 RF1-1 E-2 RF1-1 E-1 �' CB-6 0.25 CBL 25'-0' � � O I ROOF CONNEPLANN PLATES DID MARK PART I I 1 CL156 aElP-1 Typ P-2 Typ P-3 Typ 0 < ci U) I ! I N U G1 I co ER-1 ! RF1-2 I RF1-2 I ER-2 — i\ D 0 FL O cD o I I ! a o a a I I I TR099 0 0 0 Ell H P-3 Typ P-21 Typ P-1 Typ (6) I E I o I a I o o I o I o I o w I I I Q ! I I N tD L- � ❑ ! � I ip ER-1 I RF1-2 I RF1-2 I ER-2 co N o Of 0 i❑ I I ! ! ( I A E-1 RF1-1 E-2 RF7-1 E-3 PURLIN 2•_0- 2.-0. TR340(TYP) ROOF TI N G LAP +2'-0" �2'-0" PANELS: 26 Ga. PBR ROOF FRAMING PLAN Polar White BISON STEEL BUILDINGS, INC. 1Cust.:THE O'MAHONY FAMILY FARM, LLC GENERAL NOTES: City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer: Date Office: Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker: Date: Office: 15442 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ROOF FRAMING & SHEETING Sht. E6 of 11 i TR104L (Gutter with 4 downspouts & elbows) c` TR104R TR1❑05L TR120 TR060 TR124 TR125 TR140 TR142 TRS 5R - --- - - - - - - - - - -- - - - - - - - - - TR042 @ 3'-10' - - - - - - -- - - -- - - - - - -- - - -- - - - -- - - - - - - - - -- - - - TR041 @ 3'-7' CU Cu rim_39 Cu N I ~ I o - - - - - - - - - - - @j r- r- v O O O O O O O O O O N m N N @J I-` o I I I I I I I I I I I I I I I I I I I I o d v o> m m orn rn orn rn rn m m orn am rn rn rn orn rn ornCK 0 0 C:>0 a�o o W W TRIM DETAIL LAYOUT n FOR 3'x7' WALKD❑❑R lHoul (2 REQ'D) TR041 @ 4'-3' SIDEWALL SHEETING & TRIM: FRAME LINE A TR042 @ 4'-6' PANELS: 26 Ga. GBR - Polar White o0 0 0 I I N I mm m @J @J aU Trim_1 oN ti o C3 o0 CD 0 wF- TR104L (Gutter with 4 downspouts & elbows) E TR10 TR1❑05L TR120 TR060 TR124 TR125 TR140 TR142 ~ TR1OO5R SR TR042 @ 4'-6' TR041 @ 4'-3' - - - - - -- - -- -- - - - --- - - - - - --- - - - - -- - - --- - - - - - - - - - - -- - -- - - - - - - - - - - - - - TRIM DETAIL LAYOUT rim_39 FOR 4'x3' F,❑, —— (2 REQ'D) oN o o I o 0 01 0 0 0 0 0 0 0 0 0to of o of o f 0 0 o I I I I I I 1 I I I I I I I I I I 1 I I I I 1 0 I L I I I I I SIDEWALL SHEETING & TRIM: FRAME LINE F PANELS: 26 Ga. GBR — Polar White BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC GENERAL NOTES: City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/1111 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO STEM WALL ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. BY OTHERS Checker: Date: Office: 15442 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. SIDEWALL SHEETING Sht. E7 of 11 DECAL TR101 (�p6 o)( m RQBQ E i`- / I iD I iD I / U-) / / TR041, TR042 LAP �N Trim-1 N I O p C 0 O O I I I I n ENDWALL SHEETING 8c TRIM: FRAME LINE 1 PANELS: 26 Ga. GBR — Polar White DECAL TRO1 / TR041 @ 2'-9' TRQ Q E TR042 @ 3' -0' / rI 8 H lD l0 N 117 ZD LI_ J �� Cd(u NN @J Q1 @J CEJ / 031 1 0)/ I I \ 00 00 01 O i� 2 a a I co `n TR041, TF i° I TR042 @ 3'-0' N I TR041 @ 2'-9' I N `t 1,—O.. 1N O N C) LAP I Of 0 TRIM DETAIL LAYOUT FOR 2'—G'x2'-6' F.D. 0 Trim-1 I O Q REQ'D) � I o I af � I � TR 1 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Ga. GBR — Polar White BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC GENERAL NOTES: _ City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY _ ._. Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/1�/�� ENSURE PROPER FIT. SUCH WORK IS CONSIDERED AND PANEL/TRIM ITEMS MAY BE NECESSARY TO STEM WALL Detailer: Date: Office: Job No.: A NORMAL PART OF METAL BUILDING ERECTION. BY OTHERS Checker: Date: Office: 15442 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL SHEETING Sht. E8 of 11 (2) #12 X 1 1/4'� S.D.S. I PURUN SIDEWALL GIRT J PURLIN 2, W/ B• PURLIN 1/2'6 X 1 1/4' SA CL153 (SEE ROD W/ 10' PURLIN A307 BOLTS 1 II 1- w -_- - - - ---- - - -- FRAMING PLAN 4' (TYPJCU.N.> i 1 I 1 o A CL353 CSE rO � of FOR LOCATIONS ROOF FRAMING I I6 X 1 1/4' IF REQUIRED) 4' CL020 ( II 2' W/ 13' GIRT c H PLAN FOR I Cr307 BOLTS 1/2's X 1 1/4" 2' W/B' GIRT ENDWALL COLUMN 2' 4' 4' W/ 10' GIRT m A307 BOLTS 2• 4' W/10' GIRT I 3 3 CL003 ENDWALL COLUMN/ LOCATIONS I`, 1 (TYP,' U.N.) I I CORNER COLUMN IF REQUIRED) I i - - -- - - - (TYP.)(U.N.) - - _- - -- - - CL020 I I I CL020 (SEE El FOR COLUMN CL020 I II + ORIENTATION) 112 ENDWALL O - - - --- - - - - - - - W/B' GIRT ` ` _- _ _ - - (2) 3/4'6 CL021 ANCHOR BOLTS RAFTE - - o O o I (BY OTHERS) - I W/10' GIRT CLOSIX (N.S. - - - - I a (4) 1/2'6 X 2' CL063X (F.S.) FLANGE BRACE - - - o O o I O O `� i I A325T BOLTS SEE ENDWALL FRAMING - - - - - - - - - - - -- - v ELEVATIONS FOR SIZE AND LOCATIONS 1 I (B) 1/2'0 X 2• N iuf I I ENDWALL it ENDWALL RAFTER ENDWALL GIRT A325T BOLTS ENDWALL GIR CORNER COLUMN II 11 (e) 1/2'6 X 2' I 1 A325T BOLTS CLOa3X 1/2'0 X 1 1/4' II O II I I CL081X 2 A307 BOLTS 2' ' ENDWALL COLUMN (BEYOND) I CL050 (TYP.)(U.N.) SEE ANCHOR BOLT (SINGLE CEE, DOUBLE CEE) I ENDWALL COLUMN ENDVALL GIR PLAN FOR DIMENSION 2' (SINGLE CEE, DOUBLE CEE) A2 PURLIN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION D1 CORNER COLUMN GIRT CONNECTI❑N EI ENDWALL COLUMN BASE SECTI❑N 1/2'6 X 1 1/4' PF-1 A307 BOLTS SEE ROOF PLAN SEE ROOF EAVE PURUN • PURLIN CTYP.>(U.N.) PURLI CL002 DOOR JAMB/ ' 2' w/ 6' PURLIN] WINDOW JAMB Q A307 BOLTS 4' I 4' w/ 10' PURLIN (2) 1 R,BOLTS DOOR JAMB/ CL153 (SEE ( (TYP.) (U.N.) (2> 1/2'6 (BY OTHERS) WINDOW JAMB ROOF FRAMING io 0 PLAN FOR - - ANCHOR BOLTS LOCATIONS - _ (BY OTHERS) 3 3 0 "� � CL002 IF REQUIRED) N� �` ( � O I _ - 2 1/2'1 - - I (2) 1/2'6 X 1 1/4' 2 1/2' - - _ 1 1 A307 FIN NECK BOLTS (2) 1/2'6 x 1 1/4' 1 I 2 3/4' 4 AT WALKDOORS AND 2 3/4' A307 FINNECK BOLTS 1 I O i SIDEWALL GIRTCS> ��I�,-- (QUANTITY OF CL OVERHEAD DOORS AT WALKDOORS AND 1 I 4' - - - - - -- — -= GIRTS VARY) OVERHEAD DOORS. Q I A3 BOL X 1 1/4' � � N I I A307 BOLTS 2, (2) 1/2'6 x 1 1/4' _ _ _ A307 BOLTS 2, AT WINDOWS STEM WALL - - _ ' - _ - _ (2) I/2'6 X 1 1/4' (7 P12 U N 1/4' S.D.S. L (BY OTHERS) JI AT WINDOWS �SCL-1 2" - PURUN A307 BOLTS ENDWALL RAFTER (TYP.) (U.N. A325 BOLTS) (DOUBLE CEE) RIGID FRAM �N ROOF FRAMING PLAN) TR340 (TYP.> (4> 1/2'6 X 2' RAFTER FLANGE BRACE (FIELD CUT A325T BOLTS (IF REQ'D. AS REQ'D.) SEE RIGID FRAME ELEVATIONS) FOR LOCATIONS) E6 E9 D❑❑R/WIND❑W JAMB BASE SECTION D❑❑R/WIND❑W JAMB BASE SECTION F5 ENDWALL RAFTER PEAK CONNECTION GI FLANGE BRACE/BOLT PATTERN AT PURL IN LAP G4 SIDEWALL GIRT SAG ANGLE FLANGE BRACE (SEE RIGID FRAME PURLIN L RIGID FRAM CROSS SECTION 42SE 56 CTYP.) COLUMN FOR LOCATIONS) ID FRAME CTION A' rTPT TION GIRT 4' W/ 10' GIRT CTION) PF-1 EAVE PURLIN = __ _ - _ 7. PURLIN (TYP.) - - - - - - - - - - - - - - --1 1/4' I I N A307 BOLTS (2>#12 x 1 1/4' 1/2'6 X 1 1/4' CTYP.)(U.N.) S.D.S. (TYP.) (U.N.) A307 BOLTS RIGID FRAME RAFTER/ (TYP.> (U.N.) ' ENDWALL RAFTER NOTE, (SHAPE MAY VARY> TR340 IF REQ'D LAPPING MAY BE REQUIRED FOR PROPER I -SEE SIDEWALL Ej SEE SIDEWALL ELEJ (SEE ROOF FRAMING INSTALLATION OF TR340. EACH LAP MUST -, PLAN FOR LOCATION) OCCUR AT A PURLIN LOCATION. ANY CUTS - WILL-BE-MADE-IN-THF-FIELD-AS-THE-TR340-- G5 ANTI—ROLL CLIP DETAIL G10 PURLIN SAG ANGLE DETAIL IS SUPPLIED IN 20'-D' PIECES. Nl 2x2 SIDEWALLGIRT CONNECTION NOTES: 1.> WEB BOLTS IN DOUBLE °C" BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC RAFTERS TO BE AT ENDS, City:MINNEAPOLIS I State:MN City:NORTH ANDOVER I State:MA - EACH PURLIN, AND MID—P❑INT Designer:TBT- Date: 5/9/11 Drafter:JMC Date: 5/11/11 BETWEEN PURLINS WITH Detailer: Date: Office: Job No.: A MAXIMUM SPACE OF 2'-6°. Checker: Date: Office: 15442 2,) ALL SCREWS ARE WITH WASHERS UNLESS NOTED. DETAIL DRAWINGS Slit. E9 of 11 NOTE. FIELD LOCATE AND DRILL 9/16'0 HOLES AND FIELD CUT f (2) #12 X 1 1/4' EAVE STRU #12 X 1 1/4' S.D.S. GIRT AS REQUIRED AT FIELD LOCATED OPENINGS. • <I'-0' D.C.) PS S.D.S. 2­0' 2'-0' 3PF-1 SEE FRAME CROS EAVE PURLIN (2) 52X 2' �� SECTION FOR BOLT F __ _ _ _ _ _ _ A325T BOLTS SIZE AND QUANTIT 1/2'0 X 1 1/4' SA� 1/2'0 x 1 1/4' JIGS EAVE PURLIN ENDVALL A307 BOLTS � A307 BOLTS RAFTER (TYP.)(U.N.) 1/2'0 X 2' (TYP.) (U.N.> I 1/2'0 x 1 I/4' 5T BOLTS— — — — — _ _ _ I I (307 BOLTS CL020 _ _ 4 CL153 (TYP.)(U.N.) 4' W/ 10' GIRT -- - - - _ -- O O O O 1 L153 ` (2) 1/2'0 X 1 1/4' 1/2'0 X 1 54' _ A307 FINNECK LLW/ WALL _ —7 1 = — _ __ _ = BOLTS TER A307 BOLTS CL153CTYP) CU.N.)7 X 1 1/4' _ O O O O I DOOR JAMB 07 BIILTS —_ — —CL08LX CIP.XU.N.) — — — —CL083X CI (8) 1/2'0 X 2A325T BOLTS (6) 1/2'0 X 1 3/4'11I CL083X A325 BOLTS — — — — — (8) 1/2'0 X 2' CLOBIX Q6 1 TY)PURLINA325T BOLTS 91I LRIGID FRAME '--`�'•-•-i 4 1/2'CORNER COLUMN II SEE ANCHOR I RIGID FRAM GIRT ENDWALL COLUMN (SINGLE CEE, DOUBLE If BOLT PLAN ( RIGID FRAME RAFTER (SINGLE CEE, DOUBLE CEE) CEE) II FOR DIMENSION COLUMN COLUMN I7 CORNER COLUMN TO ENDWALL RAFTER I7S CORNER COLUMN TO ENDWALL RAFTERJ16 E EAVE PURLIN T❑ RIGID FRAME I6s EAVE PURLIN TO RIGID FRAME K2 GIRT T❑ DOOR FIELD LOCATE & DRILL W/ B' GIRT ENDWALL GIRT 1'-D' FIELD LOCATE AND DRILL 9/16.0 HOLES AS REQ'Ti,-� 4' W/ 10' GIRT 1/2'0 x 1 1/4' 9/16'0 HOLES AS REQ'D. WALL GIRT L$S (TYP.)(U.N.) 2' 4' CLO25 A307 BOLTS 1/2'0 x 1 1/4' (2) CL020 AT WALKDOORS AND WINDOWS WALL GIRT GIRT (TYP.)(U.N.) 1/2' BOLTS I (TYP) (U.N.) DOOR JAMB — —— — 1/2'0 x 1 1/4' I — — _ A307 BOLTS _ _ _ — — —— — — — CLO25 (TYP.)(U.N.) — — O O O o 1 I i // I I 1/2'0 x 1 1/4' O O WINDOW HEADER WINDOW SILL J 1/4' I O o O o CL020 A307 BOLTS — — CL025 GAP — — — — (TYPJ(U.N.) I ' } WINDOV HEADER I O I (4) 1/2'0 x 1 1/4' (2) 1/2'0 x 1 1/4' I A307 FIN NECK I WINDOW JAMB II II 1/2'0 X 1 1/4' CLO21 — — --I A307 FINNECK CL020 I A307 BOLTS CL021 � 1/4" (4) 1/2'0 x 1 1/4' BOLTS BOLTS 1 GAP A307 FINNECK BOLTS II II 1 (TYP.)(U.N.) JAMB 1 II II WINDOW JAMB ENDWALL COL /FINNECK BOLTS I DOOR JAMB/ WINDOW (SINGLE CEE)EE) J 307 i II II �SA W/ (2) #12 x 1 1/4' WINDOW JAMB S.D.S. K9 WIND❑W SILL TO WINDOW JAMB K14 ENDWALL COLUMN GIRT CONNECTION L6 DOOR/WINDOW JAMB TO WALL GIRT L8 WINDOW JAMB TO WALL GIRT 8S WINDOW JAMB TO WALL GIRT FIELD LOCATE & DRILL W/8' GIR 9/16'0 HOLES AS REQ'D 4' W/10: GIRT COLUMN OR FIELD CUT HEADE 2' a' RAFTER WEB 1 AROUND GIRT L 9$ FIELD LOCATE & DRILL 1/2'0 X 1 1/4' 1 7'-6' GIRT 1/2'0 x 1 1/4' 9/16'0 HOLES AS RILL A307 BOLTS WALL PANEL I A307 BOLTS (TYP.)(U.N.) HILLSIDE SHEETING ANGLE (TYP) (U.N.> GIRT I CLO25 WASHER #12 X 1 1/4' 1 I CL025 O O ( CABLE INSIDE CLOSUR I STEM WALL FIELD COPE HEADER / (BY OTHERS) CL025 FLANGE (AS REQ'D) 1 — — —— — FLAT 1 1 `/ STRAND GRI L 1/2'0 x 1 1/4' CL020 L�_ — VALK➢OOR HEADER I WASHER A307 BOLTS 1 I DOOR HEADER EYEBOLT �� // (TYP.)(U.N.) 1 1 GAP (2) 1/210 X 1 1/4' DOOR HEADER J (4) 1/2'0 x 1 1/4' I I I 307 FINNECK BOLTS DOOR JAMB I A307 FINNECK (4) 1/2.0 x 11/4' I CLO20 BOLTS SLOT IN WEB TO INSERT NUT TRO01 it II WALKDOOR JAMB BY OTHERS, MUST BE ADEQUATE a3D7 FIN NECK JI I I HILLSIDE WASHER BOLTS I DOOR 1 11 AND EYEBOLT TO SAFELY RESIST THE LOADS JAMB I 11 IN THE REACTION REPORT I (IF APPLICABLE) L9 D❑OP. JAMB & HEADER T❑ WALL GIRT L9SDOOR JAMB & HEADER T❑ WALL GIRT Mi HEADER TO DOOR JAMB G��DIAG�ONAL CABLE BRAC�CONN�ECTION� �T7 BASE TRIM SECTI❑N BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC City:MINNEAPOLIS State:MN City:NORTH ANDOVER State:MA Designer:TBT Date: 5/9/11 Drafter.JMC Date: 5/11/11 Detailer. Date: Office: Job No.: Checker: Date: Office: 15442 DETAIL DRAWINGS Sht. E10 of 11 ENDWALL RAFTER #12 x 1 1/4' INSIDE CLOSURE W/ SpS 12 x 1 1!4' #i46x CCB' S.D.S. I S.D.S. RS875D OR RS200D #12 x 1 1/4' 2 TOP OF CLOSURE RS100 (ROPE SEAL) 1/2'0 x 1 1/4' S.D.S. (SEE SHIPPING LIST) SA A307 BOLTS _ (1'-6' O.C.) TR140 W/ C2 ROOF PANEL (USE ONLY WITH (TYP) (U.N.) _ _ — —— JAMB COVER TRIM) 34 0' 7/8 S,D,S. 3' TRO80 _ — WALL PANEL TR042 W/8' JAMB HEADER —`— _ — — —— —— — — — —— 7 DOOR JAMB TR043 W/10' JAMB #12 x 1 1/4' I\ (OPTIONAL IF ORDERED) S.D.S. ROOF PANEL I WALL PANEL #14 x 7/8' #12 x 1 1/4' S.D.S. C1'-0' O.C.) S.D.S. INSIDE CLOSURE #12 x 1 1/4' I I (1'-6' O,C.> TR067 I S.D.S. / L _ —_ _ — — — — — J (USE ONLY WITH I #14_x 7/8 TR040 HEADER COVER TRIM) TR120 I S.D.S. #12 x 1 1/4' S.D.S. #12 x 1 1/4' #14 x 7/8' I O.C.) S.D.S. TR042 W/8HEADER TR041 S.D.S. EAVE PURLIN } TR043 W/10' HEADER (1'-0' D.C.> I PF-1 OUTSIDE I WALL PANEL CL030X I (OPTIONAL IF ORDERED) WALL PANEL CLOSURE J OUTSIDE CL SUR I ° ENDWALL GIRT W2 ENDWALL GIRT TO ENDWALL RAFTER Trir1_1 D❑❑R JAMB TRIM Trill_2 HEADER TRIM Trirn_18 GUTTER TRIM SECTION Trir,_35 RAKE TRIM SECTI❑N I ROOF PANEL TR140 TROBO ` (GUTTER STRAP RIDGE CAP C TR120 TR067 (EAV (EAVE GUTTER) e 3'-0' 8' (EAVE GUTTER) #14 x 7/8' S.D.S. 0' O.CJ ENDWALL PANEL 1 ROOF PANEL #14 x 7/8' S.D.S, II TR120 (TYP> (U.N.> #14 x 7/e' S.D.S. TR105L O.C.) (TYP,)(U.N.) FIELD CUT AN TR101 'X' AS REQ'D TP.104L PUSH SIDES POP RIVET DOWN TO (TYP.) (U.N.) POP RIVE TRO80 DECAL ATTACH TR124 (TYP) f ENDWALL �SIDEWALL ! PANEL PANEL TR124 SIKA SEALANT TR104L/R—/ �SIDEWALL PANE TR020 (DOWNSPOUT) (SIKA 511) (CORNER BOX) TR105L/R TRO20 (GUTTER END CAP> Trir1_39 CORNER TRIM SECTI❑N BUILDING CORNER DETAIL GUTTER/DOWNSPOUT ASSEMBLY GUTTER END CAP DETAIL PEAK DETAIL BISON STEEL BUILDINGS, INC. Cust.:THE O'MAHONY FAMILY FARM, LLC City:MINNEAPOLIS State:MN City:NORTH ANDOVER State:MA Designer:TBT Date: 5/9/11 Drafter:JMC Date: 5/11/11 Detailer: Date: Office: Job No.: Checker: Date: Office: 15442 DETAIL & TRIM DRAWINGS Sht. El of 11 BISON STEEL BUILDINGS, INC. TIO Bowevar,li IN,�,%', - Minneat-lolks. MN 55433 �800) 206-6085 6-3, 862-9'242 • Fax -(763! 862-9942 CUSTOMER INFORMATION CIRDER4TBD :%,.-)NIPANY. The O'Mahony Famity Farm, LLC 1""ONTA'C"T Stephanie L. O'Mahonv DRESS: 143 Lacy Street North Andover MA z F, 01845 Y Middlesex 978-t 6i-4600 X 978-762-6600 ,"'El PHONE. 617-593-7919 E..-%1 ,,EEL BUILDING SPECIFICATIONS JL) PEPtAiT PLANS- YES 28 100 Cc I E 18C09 40 .446 L 1-i7' PG 35 60 10 611'10' SP.,-`�-,CCING 20'120'120' P,!7'0j-7 -Fyp�: 6:12 :.+4.0R ',1--i L LS: Color or 0 Color -S 1 Tvl.,�k D D E i IVE R Y LMS,T E I t o 3 M o nt h s �J-?!;D143 Lacy Street, MA 01845 S 817,289.00 UESSORIES, Gutters and downspouts for both 60' sidewaI14, FE=.__ Included �2)extra 26 gauge coJored wall sheeting - §uildinq will b a 6" parapet concrete -wall OLLE"j-, $17.289,00 C, E $3,500-00 N-0T E S $13,789.00 ANC I--,JE"NP, Wy� USV'eZ 11 1 1,f'H, 1K Vi Wl-%I�, j, AND lj-e e u Ve 1. A ! 7 �,v Setter ci a,e c. 0 Bisor, Stee BISON STEEL BUILDINGS, INC. TM 2619 C.R.BLVD•MINNEAPOLIS,MN 55433 1 (800)206-6085 FAX 1 (763)862-9942 March 10th, 2011 John O'Mahony 143 Lacy Street North Andover, MA 01845 We are pleased to confirm your quotation as follows: One Bison Steel building package: 35x60-10 -6:12 roof pitch -Clear span -Industrial grade steel frames -Steel end wall frames -Wind bracing -Galvanized steel roof purlins -Galvanized steel sidewall and end wall girts - (2) Galvanized steel 3x7 service door frames - (2) Galvanized steel 3x4 window frames - (2) Galvanized steel 12x12 and 10x8 overhead door frames -Gutters and Downspouts (colored) for both sidewalls. - (1) Galvanized steel framing and colored trim for 30"00" exhaust fan -Hardware and fasteners (Stainless steel sheeting fasteners) -26 gauge colored (Siliconized Polyester coated) sheeting with 40 year warranty for sides and end walls -26 gauge colored (Siliconized Polyester coated) PBR roof sheeting with 40 year warranty for roof - (2) extra colored 26 gauge wall sheeting -Deluxe trim package for entire building -Deluxe colored trim package includes ridge cap, corner trim, eave trim, window trim, service door trim, overhead door trim, closure strips, and (Galvanized) angle base trim -Building engineered to sit on 6"parapet concrete wall -Building designed to meet all wind, snow, and seismic loads -Components are stamped and numbered to correspond with assembly instructions and anchor bolt setting plan. -Engineered stamped certified plans for Middlesex County -Delivery to North Andover, MA Total material cost (including delivery)-$17,289.69 Deposit-$ 3,500.00 Total due upon delivery- $13,789.69 1, 360 14th Street Phone 724-266-6484 Ambridge,PA 15003 Fax 724-266-6510 STEEL BUILT CORPORATION LETTER OF CERTIFICATION 5/9/2011 Re: Steel Built Corp.Job No. 15442 THE O'MAHONY FAMILY FARM,LLC 143 LACY STREET NORTH ANDOVER MA 01845 35 ft Wide x . 60 ft Long x 10 ft E.H., 6.0:12 Roof Slope To Whom It May Concern: This is to certify that the above referenced building is designed in accordance with the following Loads and building Code AISC05 and NASPEC 2007 specifications. The load combinations used for design are from the applicable section of the building code listed below. All welding is per the American Welding Society(AWS)specifications. Loads are applied in accordance with the Metal Building Manufacturers Association standard"Metal Building Systems Manual,"2002 edition unless otherwise noted below. Design Code Massachusetts State Building Code 8th Ed. Building Use Category 11 (Is= 1.00 Iw= 1.00 Ie= 1.00 ) Dead Load 2.2 psf Collateral Load 1 psf Live Load 20 psf Trib.Reduction No Snow Design Data Wind Design Data Ground Snow Load(Pg) 50.00 psf Basic Wind(3 sec gust) 103 mph Roof Snow Load(Pr) 35.00 psf Exposure C Snow Exposure Factor(Ce) 1.00 Enclosure Closed Thermal Factor(Ct) 1.00 Internal Pressure Coeff 0.18 / -0.18 Basic Design Pressure 19.62 psf Earthquake Design Data Mapped Spectral Response Acceleration Ss= 0.324 S1= 0.073 Spectral Response Coefficients Sds= 0.333 Shc= 0.117 Site Class D Seismic Design Category C Design Base Shear V=Cs*W Seismic Response Modification Coefficients Cs(OMRF)= 0.111 Cs(OCBF)= 0.111 Response Modification Factors R(OMRF)= 3.00 R(OCBF)= 3.00 Basic Force resisting system Ordinary Steel Moment Frame Analysis Procedure Used Equivalent Lateral Force Procedure Other Loads Mezzanine N/A DL ----- psf LL ----- psf Crane N/A Capacity ----- ton This Letter of Certification applies solely to the building and its component parts as furnished by Steel Built Corporation and specifically excludes any foundation,masonry,or general contract work to include erection certification. The design and certification for this project is in accordance with the provisions and loads specified on the building order. The buyer is responsible to verify that the specified loads are in compliance with the local regulatory authorities. Sincerely, C7 mv- .CAM Mingqiao Zhu,P.E. �� ""'`� MAY 12 2011