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HomeMy WebLinkAboutApplication-PermitGarfield County No. I t<D+~\ I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: (bldg 2083) 0375 cr 352, Rifle Locality: 2177-134-00-205 Use of Building: Aircraft Hanger Owner: BOCC, Eva!ljShane (lease) Contractor: Structural Associates Co Amount of Permit: $4,864.45 Date: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8~" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945~8212 I Fax: 97G-384-3470 1 Inspection Line: 970-384-5003 ~C)}~\ Parcel/Schedule No ~fJtt-\~1...-\-(.)(J• ~().:) ; o'->75 c..R .. :?sa 131Clq_, Permit No: .twu 0 .-~'-ccc-=-"=,-:"'-==r'--"--'--'--"'~=--;;;' ------~---.cuod. /·Exemption: A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. TillS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS,. OR, IF CONSTRUCTION OR WORK I'S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. l HEREBY CERTIFY THAT I I-l.AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN wHETHER SPECIFIED • OR NOT. THE GRANTINGO~F~~~~~F~'&tT~~~~~~~~~~~~~:~~~~~~ 1DVJOLATE ~ LOC~AL;}jijWfcofjpljf OFo. .. A WkPh: Lie. No. Lie. No. No. 0 0 Site Plan Adjusted Valuations: 5o. o'D Plan Fee: i q \I, '3d Permit Dated Permit Issued: Cons!. Type: Manu. AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR TI-lE AGENT OF THE CONTRACTOR OR OWNER 'TD CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEV<lED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITil IN THE LCOATION. ERECTION. CONSTRUCTION, AND USE OF TilE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENr THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDim WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF Tl·IIS JURlSDICTION. THE REVIEW OF SUBMIITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNIY FOR ERRORS, OMISSIONS OR DISCREPENClES. THE RESPONSI BILtiY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BU \ AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. ~ ~aee I HEREBY ACKNOWLEDGE T::"T I ~AVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL), -~"-;1'--c~s~S~~ ep-\~!~~ $2.160-60 .f~T0"3· ~ s The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of ccupancy for the dwelling under building permit# tO ""lib. I Signature Bpapplicationoctober2006 Date VALUATION FEE DETERMINATION /,.eaxt.' Applicant Address Date Shane Evans Subdivision .:;0~37:;::5;=,C,;::R='"'3::;;5:=,2""'B""ld-:-g-:2c:-0"'83:----~-Lot1Block 10/11/2007 Contractor ~~~~---------------- Finished {Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: HangerS-2 Valuation Total Valuation sf sf sf sf 0 sf sf sf sf sf sf sf Commercial 11250 sf X sf X sf X sf X sf X sf X 39.88 Airport Stuctural assoc 0.00 0.00 0.00 0.00 0.00 448,650.00 448,650.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate infonnation to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house, rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, JMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ..,_........ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distance;to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed sgrveyor with their signature and professional stamp on the design. Yes / No Not necessary for this project / 3. Does the site plan indicate the location and direction of the State, County or private road acce~ng the property? Yes __ 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No__ Not necessary for this project / 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes v No__ Not necessary for this project __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered d . ? es1gn. / Yes __ V'_ No__ Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes~ No__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project ~. 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ No__ Not necessary for this project ,_......... 10. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)? Yes~ No__ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes__ No__ Not necessary for this project .....----- 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes_:::::::-No__ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes ,r--No__ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes__::::_ No__ Not necessary for this project __ 3 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes~ No__ Not necessary for this project __ Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Y es __ v No__ Not necessary for this project __ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes__ No__ Not necessary for this project / Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes__ No__ Not necessary for this project ~ Does the plan include a window .schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC or IRC? Yes__ No__ Not necessary for this project V Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes__ No__ Not necessary for this project/ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes__ No__ Not necessary for this project~ Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes__ No. __ _ Not necessary for this project Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes / No __ . Not necessary for this project __ _ Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes__ No__ Not necessary for this project ~ 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__ No__ Not necessary for this project / 26. Do the plans indicate the location and dimension of restroom facilities and if more than four emplgyees and both sexes are employed, facilities for both sexes? Yes __ //'_ No__ Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessibl~ Yes __ ,/_ No__ Not necessary for this project __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes~ No __ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_L No__ Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ..-/ No __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes ,__....-.--. No --- 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes ~ No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building_permit? Yes_Y_ No __ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes / No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with t~niform Codes? · Yes__ No __ Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. y~ Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes_/_ No ___ _ Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 I. Yes v' No. ____ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requ~at time of inspection. Yes No __ . __ Are you aware, that on the front of thebuilding permit application you will need to fill in the Parcel/ Schedule Number for the Jot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes V No ___ _ Do you know that the local fire district may require \(OU to submit plans for their review of fire safety issues? Yes ~ No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ,../"' Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. ~ Yes No Not Necessary for this project _____ _ 6 Phone: ~Y<> tH'-17 (days); __________ (evenings) Project Name: #~ c§l_ Project Address: ?..~ I~ -IJ i Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a"Certificate of Occupancy" not being issued. Bpcomm April 2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, llv1C, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 7 5PSF 8001 to 9000ft. 1 OOPSF 9001 to 1 OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-va1!les are R-19. • Basement wall R-values are R-10 befow grade, R -19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant f VnW S Date __ _._l..,be:..-_,_1 t._--'01"'----''---- Building ~Engineered Foundation ~~veway Permit _V_SSuurrveyed Site Plan ~Septic Permit and Setbacks --LL_Gradeffopography 30% N\4-Attach Residential Plan Review List LMinimum Application Questionnaire -t:JL.subdivision Plat Notes 4Fire Department Review Aluation Determination/Fees hed Line Plans/Stamps/Sticker ~Attach Conditions __/.LApplication Signed L.---f']an Reviewer To Sign Application Planning!Zoning ~roperty Line Setbacks ~ft Stream Setbacks __0lood Plain ~ilding Height ~Zoning Sign-off ~ad Impact Fees ~HOA/DRC Approval ~adeffopography 40% ---l.L_Planning Issues .4-subdivision Plat Notes _dParcel/Schedule No. MQ-~ Lop'( 0 ( ~ -~~ P~-~Snowload Letter-Manf. Hms. ___,/'---S Scoils Report ~ ·f 0 /~b/107 GENERAL NOTES: Page 1 of 1 Dave Mead From: Kevin Whelan [kewhelan@riflefiredept.org] Sent: Saturday, May 03, 2008 2:12 PM To: Dave Mead Subject: Hanger 2083 @ the Garfiled County Airport Dave, I did an inspection at the above hanger on the 28th of April. The space was not occupied and I looked at exiting and fire extinguishers. All appeared OK. The only issue I saw was that they did not have the address posted on the outside of the hanger. I was told by the GC that the numbers are ordered .and that they should be there later in the afternoon. My understanding is that they will be installing a new hydrant on the NW side of the hanger on Thursday, May 1st. I did notice on Hanger 2081 that the GC still did not install the rain gutters over the doors. This is not a fire code but when I did my inspection there this past winter there was water dripping in front of the doors form the roof. If left to build up this would possibly block the exit door. At that time the GC stated he would have gutters installed. He stated that eh gutters have been ordered but have not arrived as of yet. Hanger 2083 does not have any exit doors with the same situation. Kevin C. Whelan Division Chief/Fire Marshal Rifle Fire Protection District 1850 Railroad Ave Rifle, CO 81650 .kewhel<!n@riflefireJJ.Qet.org Office 970-625-1243 Cell970-618-7388 Fax 970-625-2963 5/6/2008 West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Inspection Report Date: 3-3-08 Project: Garfield County Airport Hanger Building 2083 Address: 0375 County Rd. 352 Rifle, CO Building Permit No.: 10721 General Contractor: Tally Ho Construction Inc. Report#l Page 1 ofl Inspection of shop fabrication or field work at job site: Field Report: Tested some of the high strength bolts used in the main frame & end wall frame column & rafter connections using a Skidmore Wilhelm bolt tension testing device to determine the testing torque required for the high strength bolts. Visually inspected & torque tested the high strength bolting at the main frame & end wall frame column & rafter connections. Flange & cable bracing also appeared to be installed as required. The high strength bolting inspected & tested as outlined above appeared to be as shown on the drawings, and appeared to meet the quality requirements of the AISC Specification for Structural Joints Using ASTMA325 or A490 Bolts. To the best of my knowledge this completes the special inspections of the high strength bolting as outlined above. Inspectorffechnician: DouglasE Young g rf f. 11 Assessor's Parcel No. ~\'}1-l~-oo~ro Date J()~"-ct-01- ~· BUILDING PERMIT CARD Job Address(B .. ~If ~Oo"3) 3=-s cr ~'S~-~\fle Owner ~'5,"31{)1])eC\PCJLt)/f£1:c. ~ruYl<J(Jdress ________ Phone # ___ _ Contractor 5\h>rJirHJL b'S'SC>Clell~ co. AddressC\\~'5 n \~ G~ Phone #QLI.'S-Q\lt,"f-(1.:5 Setbacks: Front ____ Rear ____ RH ____ LH ____ Zoning ___ _ h\tt.ID-H· \\t)V\.(tlf INSPECTIONS Soils Test---:~-=-=--=---:::--.-----,- Footing tl_=V-oJ @Wl m~/. Foundation /1--3-o? ,li!m. w.r~ Grout ------,..,...---...----,-=---:'7"1" Underground Plumbin~tX-7-D ( /f)r(\ Rough Plum.l;>ii)SJ ~-o8tG--wt- Framing ':1_-'j:_-O$ Insulation-~~~/(_,__ ______ _ Roofing ---rr-....,--,.-,77-;;l"t::;?n----- Drywall __ ?f77-""-:11P;;.,-;;lf-o~B:L2@':-'-.-'-'-n ~-­ Gas Piping _-;_.p_·~%=:Z.=---=C>"-'~"'--'--'-Irfi"&~..t.= __ tJJl ~ cK A9M 1-ro~tJt NOTES Weatherproofing __________ _ Mechanical ....-: Electrical Rough (State) ____,-,-r--1.7'~.----r.r.-n-­ Eiectrical Final JState) <5-IJ.-t'ff ~ FinaJ5·/~ -og /Checklist Completed?21~ Certificate Occupan£Y # S9 43:- Date ':;:)-U3'-0 g Septic System #_f\J"--{'-~--------­ Date -----------Final __________ _ Other-------------- (continue on back) INSPECTION WIU NOT BE MADE UNLESS nus CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT <..J I I - GARFIELD COUNTY, COLORADO Date Issued.JQ1::~3:::.zoned Area ...•••.••.••••.•••.•.•........• Pcrmit No .•• .J..O.~.l. ....... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erecti()n and construction of the above described structure, the permit may then be revoked by notice from the County Buildirig Inspector and IMMEDIATELY BECOME NUL(;'AND VOID. Use IIL£clla/t }7gJ1c;r:'£. Address or Legal Description 3jl;S cY '332-/3Jf/e Wc!q-?,C;!\~) Owne. /30({,/;;(J(}Yb ,";hCJfZI'] C/~>fts:) cont:Octor ;s/iciOliiJlat !l.s::6 c. Setbas:ks Front Side Side Rear This'Card Must Be"P"osted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION·REdJRD Footing //-;:)/-o 1 fJ-rl\---Driveway Foundation /;Z -3-o1 /f)1tt-~ Underground Plumbing It -1·01 fJ'>V'. Insulation rK Rough Plumbing 3-:/.~·Pi\ Rrrl\ Drywall '{~ llo-oS ~ s-# Chimney & Vent Electric Final (by State Inspector) Gas Piping J( .').. 2 . 0~ J(WIL Final ,Y(t, -oz ~ ..-"' Electric Rough (By State Inspector) Septic Final ~ Framing :L:1;v8!!!!':, Not'i)'JJ!;{. OK (To include Roof in place and Windows :..liS-vir~ and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING. WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND, THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED no NOT DESTROY nns ~A~1 ~""L ''""~""""" . j(h),Cf4 ~ f\ jl,r:i\/rr ).J,rcJ<:' /' .lh Date By D'\ ' ~-j{.tfo (ti'f'IW' IF PLACED UTSIDE-COVER WITH CLEAR PLASTIC'<; _10 -of.! Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information /\S,5GS$9IITrea$\!I01:I'ropQrtyS<:;<lrch I Assessor Svbset Query I Assessor_Sl!les Sean;h Clerk_&.RecorderJSecePtimLSearch Basic~haracteristic_~ I Lll.duformatiou Parcel Detail I Value I;>etail I Sale5 Detail I Residential/Cou!lllercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o24 II R024657 II 217713400205 II 44.867 I Owner Name and Mailing Address JBOARD OF COUNTY COMMISSIONERS JGARFIELD COUNTY . J108 8TH ST STE 213 JGLENWOOD SPGS, CO 81601-3363 Legal Description lsECT,TWN,RNG:13-6-93 DESC: SEC I j18-6-92 TR IN LOTS 2-4 & SEC I 113-6-93 LOT 2, DESC: S2NE, SENW, S2 I ISEC 14 N2, SE CONT 366.66 AC. LOT I IDESC: 5(22.7A) LYING S OF S ROW I ILINE OF INTERSTATE 70, DESC: ALSO A I TR CONT 35.21 AC. IN SWNE & N2SE ALSO A TR DESC: IN SWSE OF SEC 118-6-92 CONT 8.11 AC. & 1.87 AC. IN I IDESC: N2 N2NESW OF SEC 14 E OF CO. I JRD. 346 & N OF CO. RD DESC: 319 I IALSO 2 TR OF LAND IN SEC 14 CONT I 13.46 AC. & DESC: 19.38 AC. DESC. IN I 15631739,740. EXCEPT .86AC. DESC: I JDESC. IN LEASE 685/802. BK:0563 I http://www. garcoact.coml assessor/parce!.asp ?ParcelN umber=217713400205 9/28/2007 Parcel Detail Page 2 of3 jPG:0739 BK:0513 PG:0913 BK:0512 I jPG:0993 BK:0492 PG:0754 BK: 1787 I jPG:318 RECPT:695570 BK:1557 PG:487 I jRECPT:645634 BK:1557 PG:464 I jRECPT:645633 BK: 1557 PG:456 I jRECPT:645632 BK:1456 PG:454 I jRECPT:624770 BK:0859 PG:0018 I jBK:0755 PG:0542 BK:0638 PG:0516 I jBK:0638 PG:0170 BK:0859 PG:0031 I jBK:0859 PG:0032 I Location I Physical Address: IIRIFLE I I Subdivision: I I Land Acres: J 0 I LandSq Ft: J 0 I Section II Township II .Range I I 13 II 6 II 93 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II oil oJ I Improvements: IJ 18,600,000jJ 5,394,000j I Total: II 18,600,00011 5,394,oooj I' Sale Date: I Sale Price: J Basic Building Characteristics Number of Residential io I . Buildings: Number of Commllnd io I Buildings: No Building Records Found Tax Information http://www .garcoact.com/assessor/parcel.asp?Parce!Number=217713400205 9/28/2007 SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION INC 145 COUNTY ROAD 225 RIFLE, CO 81650 PROJECT: SHAYNE EVANS 0379 COUNTY ROAD 352 RIFLE, CO 81650 B23350 BUILDING DATA: Width (ft) Peak Offset (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12) Dead Load (psf) Live Load (psf) Load Reduction = 125 - = 62.5 - = 90 = 26 . 2.0:12 2.200 20.00 No Collateral Load (psf) = 1 Roof Snow Load (psf) = 40 Wind Load = 90 mph Wind Code = IBC 03 Closure Exposure Importance -Wind Importance -Seismic Partial = c 1. 00 - 1. 00 Seismic Coefficient 0.580 (Ss*Fa) Seismic Zone/Design Category C Designer = JLS Detailer DATE: 9/13/07 lBOL T TIGHTENING PROCEDURES A325BOLTS DIRECT TENSION INDICATOR TURN-OF-NUT METHOD BOLT SIZE w SPECIFIED INCHES INCHES MINIMUM FASTENER BOLT LENGTH BOLT LENGTH TENSION KIPS · <=4 Dia. 4 Dia.<=B Dia. 1.000 LBS. 1/2 7/8 12 5/8 11/16 19 3/4 1 1/4 28 1/3 TURN 1/2 TURN 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71 . JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the · tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn-of-the-Nut Method or· Direct Tension Indicator. Turn-of-the-Nut-Method -First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to "snug tight". Then additionally lighten all bolts by tfie table above -·· progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Construction for more complete instructions for installing high strength bolts. . BOLT LENGTH 8 Dia.<=12 Dia. 2/3 TURN . Multi-Rib or R-Loc Panel Lap Note: PBR panel shown. If a Non.:_PBR panel 1s used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels MASTIC TAPE SEALANT~ _ 1/2" ~1r ~~ ~ LAPTEK 20" ~O.C. 'l "=-----'""'----------' '----------''---_/ '=LONGER LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" o.c. Sheet walls from left to right. Begin sheeting walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Plumb the first sheet and fasten in place. Mark 3' -0" from the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. REV I DESCRIPTION t I ADDED [JfT MDD\JL( CORNER DETA[L REVISIONS -----Taking Pride In Building [xcellence I DATE ! APPROVED l 5/22102( DM\o/ PAG[ No. UL-60 ROOF RATING SCREW PLACEMENT For 'Multi-Rib or R-Loc' type panel profiles only NOTE: USE (2) TK ____ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF SHEET ARE NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. TK ____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK LOCATE TK ____ SCREWS 2 1/2" OFF CENTERLINE OF MAJOR RIBS TK ____ SELF DRILLER WALL/ROOF SCREW (1) PER FOOT NEXT TO HIGH RIB AT FURLIN REV DESCRIPTION DATE APPROVED ADDED OfF HIJDUL£ CORNER DETAIL 5/22/02 DHV REVISIONS Taking Pride In Building t:xcellence PAG£ No. .!I,IB NUiSER• ''"'"" C£Sf(jM JLS .· '· . .. .. , \. ................ . SURVEY CO!illlOL AND PROJECT LOCA110N PLAN_ S!R')'EY CON!flO! 9ftfif)A! N6JEs I, OOIGONJ.\. W~VI:Y BY (IIS,'!iOII AS$(li";!Al(5, ll£11\'tfl. COI.DII..OO. f"lEUl 5\.lll';U Ctw1'1.ttt0 G2/2•/06. J. 11\lNW~Y ST~llt)'<fiii'F$1;1 SHOm IMSI:O U< I<I.Jil-Y 4/2& cttfltlll.lh[, RUNW.O.Y 4 l!tlho:; ST~l!OI'<: hOO.OD, OFI'S£1 11.!)(1, ~ ~\lhW~Y U 80hl0 ~T ... n(lN 7~•00.~l. (l!Ts.£1 ().1)(1 l 1~( S\lRVf:YOII Sl<~ll nt l(l ~~ lE~Sl Tlffl(£ COfll!l{). POO<!S U<D \tfllf'y l~IFII.OC~l)(lh .... o QEv ... 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AREA lx ly Se A I PCE08256 8 2.5 2.5 . 77 16 .82 7. 79 .67 1.58 PCE08356 8 3.5 3.5 .77 16 .94 9.65 1.52 1.65 I PCE08354 8 3.5 3.5 .80 14 1.12 11.41 1.81 2.09 I PCE08352 8 3.5 3.5 .88 12 1.67 16.92 2.71 3.37 PCE10356 10 3.5 3.5 .77 16 1.06 16.17 1.63 2.05 1 PCE10354 10 3.5 3.5 .80 14 1.26 19.14 1.94 2.73 f PCE10352 10 3.5 3.5 .88 12 1.88 28.46 2.91 4.57 IPCE12356 12 3.5 3.5 .77 16 1.18 24.81 1.72 2.47 I PCE12354 12 3.5 3.5 .80 14 1.40 29.38 2.04 3.24 I PCE 12352 1 2 3.5 3.5 .88 12 2.09 43.76 3.07 5.91 'PCE12406 12 4.0 4.0 .77 16 1.24 26.91 2.39 2.47 I PCE12404 12 4.0 4.0 .80 14 1.47 31.87 2.84 3.27 r PCE12402 12 4.0 4.0 .88 12 2.20 47.48 4.27 6.17 PZE06256 6 2.5 2.5 .66 16 . 70 4.04 1.12 1.02 I PZE07256 7 2.5 2.5 .66 16 . 76 5.78 1.12 1.26 I ,PZE07254 7 2.5 2.5 .68 14 .91 6.83 1.33 1.51 PZE07252 7 2.5 2.5 .74 12 1.36 10.13 2.04 2.58 I PZE07306 7 3.0 3.0 .66 16 .82 6.49 1.77 1.31 PZE07304 7 3.0 3.0 .68 14 .98 7.67 2.11 1.61 PZE07302 7 3.0 3.0 .74 12 1.46 11.38 3.22 2.68 I PZE08256 8 2.5 2.5 .66 1 6 .82 7.89 1.12 1.52 PZE08254 8 2.5 2.5 .68 14 .98 9.34 1.33 1.81 PZE08252 8 2.5 2.5 .74 12 1.46 13.87 2.04 3.09 I PZE08306 8 3.0 3.0 .66 16 .88 8.82 1. 77 1.53 A SHAPE 1--C--j I L D t I D 1--B=rt A BUILDING CODE: IBC 03 ENGINEERING DATA Job Number: B23350 Job Name: SHAYNE EVANS Job Location: RIFLE, CO 81650 Builder: TALLY HO CONSTRUCTION DESIGN LOADS LIVE LOAD: 20.00 psf ROOF SNOW LOAD: 40 psf ROOF SNOW LOAD FACTORS COLLATERAL LOAD: · 1 psf GROUND SNOW LOAD: 57.14 psf ROOF DEAD LOAD: · 2.200 psf Pf = 40 psf I = 1.00 FRAME SELF WEIGHT: INCLUDED Ce = 1 Ct = 1 .00 WIND LOAD: ·go mph Terrain Category: C EXPOSURE: C Slippery /Unobstructed Roof: Y WIND IMPORTANCE FACTOR: 1.00 INTERNAL PRESSURE COEFFICIENT: + /-0.55 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C SEISMIC COEFFICIENT: 0.580 (Ss*Fo) ASSUMED SITE CLASS: D SEISMIC USE GROUP: I -Normal S 5 = 0.39 S 1 = 0.09 S 05 = 0.38 S 01 = 0.14 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure The index force analysis procedure is used far buildings located in seismic design category A. Eqn 16-49, IBC03, in which case Cs and R do not apply and are not used \a calculate \he base shear, V. BUILDING FRAMING INC DATE: 9/ 4/07 DESIGNED BY: JLS BUILDING DESCRIPTION WIDTH: LENGTH: EAVE HEIGHT: ROOF SLOPE: 125 feet · 90 feet 26 feet 2.0000:12 ENGINEER'S SEAL PZE08304 8 3.0 3.0 .68 14 1 .05 10.44 2.11 1.94 LEFT ENDWALL FRAME TYPE: Rigid Seismic Data , PZE08302 8 3.0 3.0 .74 12 1.57 15.51 3.22 3.21 '>--RIGHT ENDWALL FRAME TYPE:Bearing I PZE10256 10 2.5 2.5 .66 16 .94 13.38 1.12 1.87 '6::<1-';:J INTERIOR FRAME TYPE: 1 rigid frame C5 R V (k) 0.12 3.0 3.7 Bracing 0.1 3 3.0 ,P,.=Z.=.Ec..:1 0::.,2=.,5c:.:.4'-----I-1C-'0~---'=-2 :.=· 5~---'=-2-'-". 5'-t-''-"6~8-+-_1c.c4'-+.....__!1-"-. "-'1 2=..._+'-1 5=c.'-"8'-'4-+_,1..:.:· 3"-'3"-1-----'=2::._.4:'-'3::----1 REOFOTF EB RDAWC IN G: CRab I e Di ago n a I ~ L . N ALL BRACING: igid Frame • PZE1 0252 10 2.5 2.5 .74 12 1 .67 23.60 2.0 4 4 ·2 2 RIGHT ENDWALL BRACING: Coble Diagonal I PZE10304 10 3.0 3.0 .68 14 1.19 17.57 2.11 2.55 FRONT SIDEWALL BRACING: Cable Diagonal 0.12 3.0 2.4 L---------------1 Bracing 0.1 3 3.0 2.3 Bracing 0.13 3.0 9.6 ~P~Z~E~10~3~0~2~~~~1~0~~3-~0~~3~.0~~-~7~4~-1~2~~1~.7~8~~2~6.~1~7~~3~.2=2~~4~.3~6~~~~~~~~~~BACK SIDEWALL BRACING: Cable Diagonal 1 PES06P04 6 4.0 4.0 .80 14 1 .05 6.53 2.27 1.45 LEFT ENDWALL GIRT TYPE: Inset Bracing 0.13 3.0 9.6 FRONT SIDEWALL GIRT TYPE: Inset Inset I PES07P04 7 4.0 4.0 .80 14 1.12 9.24 2.39 1.79 -c_:j I ~~~; ~~~~~L~6GI:~ ~~~~i Rli~s~B w/ PES08P04 8 4.0 4.0 .80 14 1.19 12.51 2.50 2.14 1 D WALL PANEL. 26 . M It'-R'b PB / BACK SIDEWALL GIRT TYPE: Kynar Finish Kynar Finish I PES10P04 T : go. u 1-1 w 10 4.0 4.0 .80 14 1.33 20.86 2.69 2.74 ROOF PANEL COLOR: Regal White WALL PANEL COLOR: Light Stone WALL TRIM COLOR: Light Stone r SEISMIC RESISTING SYSTEM ABBREVIATIONS: ROOF TRIM COLOR: Light Stone . i ! OMF -Ordinarv Steel Moment Frame COMMENTS OCBF -Ordinarv Steel Concentrically Braced Frame A Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: CC = Cantilevered Column Svstem DRAWING INDEX PAGE(S) PAGE(S) DESCRIPTION DESCRIPTION COVER SHEET GENERAL DETAILS EW': Enclwo.ll RE S SW': Siclewo.ll VISION RF, Rigicl F r a. ME? ~Ro.=E.::.V+-I ______ _,DE'-"S"'CR,_,IP_cT-"!0"-'-N-------+---' IDe:.Ac..:TE=---ilf-'A.::...P:..:.PR"'-OV.:..:E=-iD DJ: Door Jo.Mb --~-L-r _________________ L-1-~1_,-~ '.1--j ANCHOR BOLT PLAN ACCESSORY DRAWINGS RIGID FRAME SECTION ENDWALL ELEVATIONS m~ i 1 SIDEWALL ELEVATIONS J{}.. ROOF FRAMING PLAN ADDITIONAL DETAILS /B-;('3 JOB SPECIFIC DETAILS SENTINEl Buu DING SYSTEMS A tiiVlti!>O CIGLOBAL k>.lst~ICS. ll<C. 237 SOUTH 4TH ST AlBION, Iff: 68620 (800) 327-0790 Taking Pride In Building Excellence PACE flo. -~ S~W££~NS B2JJ50 ~ 0379 COUNTY ROAD 352 JJES!C!f: JlS I REV.· RIFLE, CO 81650 JJAJ'E: 9/4/07 #12 SELF DRILLING TK2125-1 1 I 4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150-1 1 /2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200-2" LONG PANEL TO FRAMING ONLY 4" + INSULATION ~--~~-----~~~~~~ I -# 14 SELF DRILLING LAPTEK-7 /8" LONG LAP /TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP-RIVET 1 /8"¢ ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES 26 GAUCF: ROOF PANEL 0 JAMB TRI PLAINSMAN PR£FORM£D PEAK CAPS H£A0 TRI 11 Nl I IJ MASTIC SEALANT ROOF SEAMS AK£ TRIM OAM CLOSURES 26 CAUG£ WALL PANELS II(J$ AII/J HI:AfJE:R FVUY fl.ASH[l) %% ORNER TRIM I/ ~~SE {DP/TlO TRIM NAL} NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS . ~ 0 COLUMN LINE I I FRAME LINE I RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )------------------------------------ Frm Col Load Hmox V Load Hmin V Anc. Bolt Bose Plate (in) Grout Line. Line ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) ------------------------------------------------------------ A J @ 21.0 3 2.7 0.7 4 7 2.0 3.8 11 5 3.0 -3.0 2 9 -2.0 3.7 10 6 0.0 -7.1 6 13 0.0 55.3 -3.1 0.6 -2.7 -0.6 0.0 -3.0 -12.0 0.7 -12.0 -7.1 4 0.750 4 0.750 4 0.750 6.000 19.00 0.375 6.000 19.00 0.375 8.000 11.00 0.625 0.0 0.0 0.0 I 1 @104.0 8 0.0 -7.1 8 ~~~-=~~~--12~ __ o_._o ___ 5_5_.2 ________________________________________________________ ~ 0.0 -7.1 8.000 11.00 0.625 0.0 4 0.750 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )------------------------------------ Frm Cal Load Hmox V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) 2 ' A 2 • J 1 39.4 15 36.1 3 13.2 14 -36.1 53.8 2 62.9 6 -17.9 1 62.9 8 -13.2 -17.9 4 1.250 12.00 16.00 0.375 0.0 -7.6 -21.6 -39.4 53.8 4 1.250 12.00 16.00 0.375 0.0 7.6 -21.6 I 2 * Frame tines: 2 3 4 5 I GENERAL NOTES I 1. Foundation design and I construction ore not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of + /-1 /8" in both elevation and location. 4. Column base plates ore designed not to exceed a bearing pressure of 1125 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7. All bent anchor bolts to be ASTM A36 threaded round stock (rolled or cut thread) with plain finish, unless noted. 8. When anchor rods are located close to the free edge of the concrete, the tensile and/or shear strength of the anchor rods cannot be fully developed. In these cases, steel reinforcement in the concrete must be sized and developed (not by Sentinel) for the required tensile or shear forces in the anchor rods. 9. For buildings classified as closed (Closed/Open = C), Sentinel Building Systems does not in.vestigote the influence of the design wind load on the metal building system with doors and wmdows left open. The end customer must assure that during times of high winds all overhead doors, sliding doors, Iorge doors (such as bi-fold & hydraulic), walk doors and windows will be closed & latched. , ENOWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )------------------------------------ Frm Col Load Hmox V Load Hmin V Anc. Bolt Bose Plate (in) Grout Lme . Ltne ld H Vmox ld H Vmin No D(in) Wid Len Thk (in) c H 6 J 6 6 G 6 F 6 E 6 D 6 B 6 A 16 18 16 18 19 20 21 20 16 20 21 20 19 22 16 22 19 22 16 22 15.3 -1.6 15.3 -1.6 2.6 0.0 5.2 0.0 5.8 0.0 6.8 0.0 6.8 0.0 5.8 0.0 5.2 0.0 2.6 0.0 NOTES FOR REACTIONS 0.9 17 1.6 0.9 17 1.6 -1.7 17 4.3 19 -9.3 17 12.9 21 -6.9 17 9.1 16 -3.8 17 12.4 21 -3.8 17 12.4 19 -3.1 17 9.1 16 -4.6 17 12.9 19 -1.7 17 4.3 16 -14.4 -14.4 -2.3 2.6 -4.9 5.2 -5.5 5.8 -6.4 6.8 -6.4 6.8 -5.5 5.8 -4.9 5.2 -2.3 2.6 0.9 0.9 -1.7 -1.7 -4.6 -9.3 -3.1 -6.9 -3.8 -3.8 -3.8 -3.8 -3.1 -3.1 -4.6 -4.6 -1.7 -1.7 4 0.750 4 0.750 2 0.750 4 0.750 4 0.750 4 0.750 4 0.750 4 0.750 4 0.750 2 0.750 8.000 12.00 0.375 8.000 12.00 0.375 4.000 12.00 0.250 6.000 12.50 0.375 6.000 12.50 0.375 8.000 12.50 0.375 8.000 12.50 0.375 6.000 12.50 0.375 6.000 12.50 0.375 4.000 12.00 0.250 1. All loading conditions ore examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads ore in opposite directions. 3. Bracing reactions ore from the braced boy. 4. Building reactions ore Width (ft) in the plane of the brace with the H The vertical reaction is downward. based on the following building data: = 125.0 pointing away 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Length (ft) Eave Height (ft) = 90.0 = 26.0/ 26.0 = 2.0/ 2.0 BRACING REACTIONS, PANEL SHEAR Roof Slope (rise/12 ) Dead Load (psi ) Collateral Load (psf ) Live Load (psf J Roof Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance Wind Importance Seismic Seismic Zone Seismic Caeff (Fo*Ss) = 2.2. = 1.0 = 20.0 = 40.0 = 90.0 = IBC = c = p = 1.00 = 1.00 = c = 0.58 03 5. Loading conditions are: ~~~() REG!& 1 gL6"0%i~~L1 J~$-~:;tt;)i:.:~_AJ 3 0.60DL+WR1 /i:-..,fc,,;., •v<: •"b 4 0.60DL+WL2 ~·/j:q: ~\ 5 0.60DL+WR2 i::J! 27164 l 6 0.60DL+LnWnd1 ~--d:. f ~fJj ~ 8:~88t~t~~~~~ d(\,~\.. I .n' ~ 9 0.60DL-LnWnd2 "\;1<'~;-•/ ::.• ~J 10 DL+CL+0.75SL+0.75LnWnd ~(i;t~•\. "'',.~~pf'..., 11 DL+CL+0.75SL+0.75LnWnd2 ~Vrvn . ~ ,OI 12 DL+CL+F1UNB_SL 1 7/:> 13 DL+CL+F1UNB_SL 2 - 14 DL +CL + F2UNB_SL 1 15 DL+CL+F2UNB_SL 2 16 0.60DL+WR2+WS 17 0.60DL+WP+LnWnd1 ---Wall--Col Lac Line Line L_EW 1 F_SW J R_EW 6 B_SW A Rigid 1 ,2 2 ,3 3 ,4 4 ,5 I ,G 5 ,4 4 ,3 3 ,2 2 ,1 ± Reactions (k ) --Wind----Seismic- Harz Vert Harz Vert Frome 3.2 3.2 3.2 3.2 2.9 3.2 3.2 3.2 3.2 At Endwell 4.6 2.4 4.2 2.4 4.2 2.4 4.2 2.4 4.8 2.3 4.2 2.4 4.2 2.4 4.2 2.4 4.6 2.4 3.5 3.2 3.2 3.2 3.8 3.2 3.2 3.2 3.5 Panel Shear (lb/ft) ANCHOR BOLT SUMMARY Qnt 181 4 181 36 181 16 + 32 Loc DJ EW RF RF DESCRIPTION Dia (in) 3/4" 3/4" 3/4" 1 1/4" Total Len (in) 11.50 11.50 11.50 18.50 Bend Len (in) 4.00 4.00 4.00 7.00 Proj (in) 2.50 2.50 2.50 3.50 I DATE I APPROVED 18 1.05DL+1.05CL+0.20SL-0.70SeisL REV IS IONS 19 0.60DL+WS+LnWnd1 ~~~----------------------=-~=-~~~--------------------.-----4 20 DL+CL+E2UNB_SL 2 ~ Taking Pride In Building Cxcellence PACC /Vo. 21 0.60DL +WL2 + WS :::--,=;:;-------__::_------------~=-----------.===:---l.:.::.::::...:.:=.j 22 DL+CL+E 2 UNB_SL 1 SFNTTNF! Bu11 DING SYsTEMS P<IOJ(Cf 18,., NUI.IBER: 'zjJ)JfrJc ~1%:f;J ~ ;:::N;::;;~OAJJ 352 ocicl Js 5 ( 3 (800) 327 0790 RCV.· RIFLE, CO 81650 DAre: 9/4/07 ANCHOR BOLT SUMMARY ----------------------------- Total Bend Qnt Loc Die (in) Len Len Proj (in) (in) (in) ----------------------------- 181 4 DJ 3/4" 11.50 4.00 2.50 181 36 EW 3/4" 11.50 4.00 2.50 181 16 RF 3/4" 11.50 4.00 2.50 + 32 : RF 1 1/4" 18.50 7.00 3.50 @ ..J I w w ,_ (11 i lL 0 ' I ,_ :::> 0 I 0 ,_ I I ,_ :::> 0 '0 I I "' N - I - ~ I 'N N ' I "' N I N S' I'(;' 9'-0" I~ ' ' OCJ OCJ I I 0 0 OCJ OCJ I'H'Il-1----1---I\..'.Y 'N I 'N N ' N I N N G 90' 0" OUT TO OUT OF STEEL 18' o" @ 18' o" C;D 18' o" C9 18· o" C~ 1'-4" 16' 8" X-Brpcing :f-Brocing X-Brocing X-Brocing A !.!_~J•H• loilO •• -I m 8 1/2" ~ z 0 N iij -...._z -w ::;; "' 6 I N !2 OCJ I ,_ '3 0 I ~ 8 1/2" "' -...... ""' ~ z 0 ii'i OCJ i5 I ::;; ""' 6 N ->2 I ,_ 0 ..J 0 I ~ 18' O'' gr.-; c~ •• c~ •• - -D~ •• -D~ •• -c~ •• "' c: '(j 0 ~ ro I X c~ •• .B~ ,t.~F F F J.. Q>~~~~-~~~~=~co~~~:Ero~~:~~~~~~~:~~~·l~·----~ X BJlocing :t Bracing X Bracing X Bracing I ALL DRAWINGS NOT TO SCALE 1' 4" 16' 8" 18'-o" 18' o" 18' o" 18' o" 18' o" FRAME LIN~...---;:_.-j--_..!.:"-=~-__!.S;'-=.\!__+-GL::JL---j-__ll;i.-=.\L_-J-__l~Q:___j DIMENSIONS 1 2 3 4 5 6 ANCHOR BOLT PLAN NOTE: All Bose Plates @ 100'-0" (U.N.) I DIAGONAL MEASUREMENT = 154'-0 3/B' - 0 - ' OCJ I <D - ' <D I ,.._ - ' <D I ,.._ - ' 0 I 0 N ' <D I ,.._ - ' <D I ;.... - oro I <D - ' 0 - ' col A ' 0 -I <D - 8 '"' I ;.... - D ' <D I ;.... - E 0 I 0 N F ' <D I ,.._ - G ' <D I ;.... - I ' 0 I (o - ' ' J OCJ Dio 3/4" "' w 6" I I ~,I181-4" -181 181 - 4" L__L~====~i----SW 1 3/4'1-U 1 3/4" I 1'-4" I DETAIL E Dio 1 1/4" DETAIL F Dio 3/4" 4" II J~ 1·.·-' -1811- 2 1/2" EW/ L SW 2 .. See Pion DETAIL G Dio 3/4" DESCRIPTION REVISIONS See Pion DETAIL A D. 3/4" 10- 5: (11 -?. 4" ~0<0 II ~a\~'., yl:'-, -1811-2 1/2" w u .. ~-I ___,8""'" --II 2 DETAIL B Dio= 3/4" See Pion DETAIL C D. 3/4" 10- DATE APPROVED ~ Taking Pride In Building Excellence PACE No. SENTINEl B! II! DING sysrEMs;-r-=cr,-----..:... __ .-.:. __ ::...::=2 :._::=-==::.;. 1 J"'no"",'"" ?""'""s"'"''"s'"'-5-_--t ~~~~ 'z~7's"J'/Jm n'if'sr SHAYNE EVANS t/1~ I L 1 f. AlBION, N£ 68620 ~ 0379 COUNTY ROAIJ 352 OES!CN: Jls ~ (800) 327 0790 REV: RIFLE, co 81650 OA7'E: 9/4/07 I I I I I I I I I I I I SPLICE PLATES & BOLTS Splice Ouan -----Bolt--- Mark Top/Bot/lnt Type Dia Len SP-1 4 4 0 A325 0.750 2.00 SP-2 4 4 2 A325 0.750 2.50 SP-3 4 4 2 A325 0.750 2.50 SP-4 4 4 0 A325 0.750 2.00 40.~1,40.0 0.188 RF1-4 40.0/40.0 0.250 40.0/48.0 0.313 48.0/42.1 0.250 42.1/30.4 0.250 30.4/24.0 0.188 RF1-5 18.0/18.0 0.188 18.0/18.0 0.188 18.0/18.0 0.188 RF1-6 T6x23 'V FLANGE BRACES: Both SiclesCU.N.) FBxxA(J): xx=length(in) A -L2xl/8 .Lf2" 12 ' N I "' ' <0 I .. "' Q .I I v io N ' <0 I .. ;, I ;.., ' "' I ' ;.., 1 -<. .'.::: • r lE "' u c v E I g \:' u 11'-6 1/2" A 19'-5 1/2" Clearance . 21'-o .. CAP PLATE BOLTS ·-Plate Size Col PIECE Wid Thick Length ld Qnt Typ Dia Len RF1 1 6" 1/2" 2'-8" RF1-6 ·4 A325 0.500 1.50 6" 5/8" 3'-11 1/2" 6" 5/8" 3'-11 1/2" RF1-2 6" 1/2" 2' -8" 120.0 6x ~/, 4 x234.0 6x~/,4 x240.0 120.0 6x5/16"x131.4 6x5/16"x 119.6 119.4 6x 1/4" x235.3 6x1/4" x 24.0 60.0 6x1/4" x222.5 RF1-3 120.0 65.3 64.2 6x1/4" X 18.5 6x1/4" X 36.2 120.0 6x1/4" X 61.2 6x 1/4" x240.0 120.0 6x1/4" x240.0 ' ~8 "' c "'0 <0 ;;;. .1 l5 I gp <;: -u -c "' .... o I ~ "-t.!! NU -'- B3'-o" 125' 0"' OUT-TO-OUT OF STEEL RIGID FRAME CROSS SECTION FOR FRAME UNE 1 WEB DEPTH START /END 18.?1, 18.0 18.0/18.0 18.0/18.0 24.0/35.7 35.7/45.7 45.7/48.0 48.0/40.0 40.0/40.0 40.0/40.0 39.6/58.4 58.4/62.4 62.4~58.4 58.4 39.6 MEMBER SIZE TABLE fin l WEB PLATE THICK LENGTH 0.188 120.0 0.188 120.0 0.188 . 64.2 0.250 120.0 0.250 101.3 0.250 24.0 0.313 119.4 0.250 120.0 0.188 120.0 0.313 113.0 0.313 24.0 0.313 24.0 0.313 113.0 OUTSIDE FLANGE INSIDE FLANGE w X T X LEN w X T X LEN 6x1 /,4 x240.0 6x~/,4 x240.0 6x1/4" x 61.2 6x1/4" x 36.2 6x1/4" x 18.5 6x 1/4" x235.3 6x1/4" x222.5 6x5/16"x131.4 6x1/4" x 24.0 6x 1/4" x234.0 6x5/16"x119.6 6x1/4" x240.0 6x5/16"x138.9 6x5/16"x138.9 6x5/16"x236.6 6x5/16"x 24.0 --J 3/4" ----....... :..:.:::JJ- 19'-5 1/2" Clearance 21'-o" DESCRIPTION REVISIONS I i); ' ' ' ' I ' 2"1::::, 12 ' <0 I .. ' <O, I o .. I ' <0 I ·., io I DATE I APPROVED -............. Taking Pride In Building Excellence PACE No. ~~=---~------~----~~~r=~ SfNTfNE! B!l!l DING SYSTEMS -a S.'/l'AY,~'jj' £V,'AM'S I J~ ~3MBE3R: 5'1 A OIVItll)< !rljLOBAL i<MI'Irltl. INC. lLJ ~ ' L s 237 SOUTH 4TH ST ALBION. NC 68620 ~ 0379 COUNTY ROA/J 352 IJESICN: JLS REV: (BOO) 327-0790 RIFLE, CO 81650 IJA7'E: 9/ 5/07 I I I I I I I I I I I SPLICE PLATES & BOLTS Splice Mark SP-1 SP-2 SP-3 Quon -----Bolt----- Top/Bot/lnt Type Dia Len 4 4 2 A325 1.125 3.50 4 4 2 A325 1.000 2.50 4 4 2 A325 1.000 2.50 'V FLANGE BRACES: Both Sicles<U.N.) FBxxB<D: xx=length(in) B -L2x3/16 A -L2xl/8 Plate Size Wid Thick Length 1'-0" 1"5'-0 1/2" 10" 5/8" 3'-2 1/2" 8" 5/8" 3' -6" AT FB64B -USE A l/2nxl 114n A325 BDL T \o/ITH A \o/ASHER AT EACH END. ALL OTHER FLANGE BRACES ARE BDL TED \o/ITH l/2nxl" A307 BDL TS. ' "' I ;,., io I ·.,. io ' I 0 • I .,. "' "' io I ·.,. ' "' I ;, io I ;, 42" 12 -;;, ~ -L 1.·-2 11/16" A . PIECE RF2 1 RF2-2 RF2-3 RF2-4 _,_ 116'-6 5/8" Clearance 125' -0" OUT TO-OUT OF STEEL RIGID FRAME CROSS SECTION FOR FRAME LINE 2 3 4 5 WEB DEPTH START /END 15.~/,31.5 31.5/48.0 48.0/49.8 51.0/38.2 38.2/30.0 30.0/30.0 30.1/42.0 42.0/38.0 38.0/34.1 34.1/33.0 33.0/34.1 34.1/38.0 38.~~~2.0 42.0 30.1 MEMBER SIZE TABLE lin l WEB PLATE OUTSIDE FLANGE THICK LENGTH W x T x LEN 0.250 120.0 12x~/,8 x240.0 0.313 120.0 12x3/8" x 61.0 0.313 67.8 12x3/8" x 41.5 0.313 120.0 1 Ox5/16"x240.0 0.313 76.9 1 Ox5/16"x 76.9 0.250 120.0 0.250 120.0 0.250 120.0 0.188 120.0 0.250 38.0 0.250 38.0 0.188 120.0 0.250 120.0 0.250 120.0 8x3/8" 8x1/2" 8x1/2" 8x1/2" 8x1/2" 8x3/8" X 11 4.0 x240.0 X 44.0 X 44.0 x240.0 X 114.0 INSIDE FLANGE w X T X LEN 12x~/,2 x231.3 12x1/2" x 24.0 10x1/2" x198.0 10x1/2" x120.0 8x5/16"x120.6 8x5/16"x240.0 8x5/16"x 32.5 8x5/16"x 32.5 8x5/16"x240.0 8x5/16"x120.6 ' ' ' 6i0-l-' I' '--,Jm 2"1::::,., 12 "' I ;,., ' ID I ' . 0 _,. I ' ID I ;, ' "' I ;, "' ··-2 11115· I J DESCRIPTION DATE APPROVED REVISIONS ~....__, ___ Y:_a_k_in_:_g_P_rz_'d_e_ln_B_u_it_dz_·n-=-g_.E'._x_c_et_te_n_ce~~=----+'P.-"-~C._;_'E_M_o. SENTINEl Bun DING SvsrrMs PR(l.l(cr l8°",:2NUM3BER3, 51 ( A DIVll!t>< D{j\..QBAL i<OOS:niiCS. !>(;. 237 SOUTH 4TH ST ~~~S~'HA@.JJ~'M~'£~.E:~VA~H.;:s'~"ii_~L_=====1~~~~ 0 AlBION. NC 68620 '""""' 0379 COUNTY ROA/J 352 OESICN: Jts ,,1 ~ 1 800/ 327-0790 RIFLE, CO 81650 OAT£: 9/5/07 I 42" 12 r .. .. ' "' ~ 1 ' " I if, \--- I 'o if, I .<0 "' " BOLT TABLE MEMBER TABLE FRAME LINE 1 FRAME LINE 1 QUAN LOCATION QUAN TYPE DIA LENGTH QUAN MARK PART LENGTH 1 Columns -Jambs 2 A325 ?1,4 1 ~ /,2 1 HB-1 PCE08352 14-11 ~1,8 1 Columns -Stubs 2 A325 1/2" 1 1/4" 2 HB-2 PCE08402 14'-11 X2" 1 Bock Braces 2 A325 3/4" 1 1/2" 2 HB-3 PCE08356 9'-11 1 2" 1 6 A325 1 /2" 1 1/4" 1 H8-4 PCE08352 14'-11 %8" 1 CONNECTION PLATES 2 88-1 PIE08706 17'-9 1 2"· 1 2 88-2 PIE08706 18'-10 3/8" 1 FRAME LINE 1 1 88-3 PIE08706 19'-8 1x16 .. 1 DID QUAN MARK/PART ' 1 EC-1 W11884 28'-8 3 16"· 1 4 10 GRT12 .2 EC-2 W8x18 4'-10 1y,16"· 1 5 5 88C4 1 EC-3 W8x18 5'-6 13 16"· 2 7 2 76830 1 EC-4 W8x18 6'-4 13/16"· 1 8 12 JMTP 1 EC-5 W8x18 7'-2 13/16"• 6 9 10 88C3 1 EC-6 W8x18 8'-0 13/16", 2 1 EC-7 W8x18 8'-10 1;X16". 2 1 EC-8 W8x18 9'-8 13 16"-2 1 EC-9 W8x18 10'-6 13/16"· 28 1 EC-10 W8x18 11'-4 13/16"· 1 1 EC-11 W8x18 10'-6 13'116"-6 ® 125'-0"0UT-TO-OUT OF STEEL 22'-2" ®, 4'-1" 5'-o" 5'-0" 5'-0" 5'-o" 5'-0" 5'-0" s'-o" 5'-0" 5'-o" 5'-0" 5'-0" 5'-0" s'-o" s'-o" 4'-1..,(0) n n I I @] 1 7 ~~ 1 lilJ HB 1 4 HB 2 IIDHB 3 HB 2 HB 4 G ~ a.. 0... a.. a_ "-..:,; ~ MARK EC 12 EC-13 EC-14 EC-15 EC-16 EC-17 EC-18 DJ-1 DJ-2 DH-1 G-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 SP-1 PART W8x18 W8x18 W8x18 W8x18 W8x18 W8x18 W11884 PCE12354 PCE12354 PCE12354 PZE12254 PZE12352 PZE12252 PZE12254 PZE08256 PZE08256 PZE08256 PZE12354 PCE08256 22'-2" LENGTH 9 8 13/16 . 8'-10 13/16"· 8'-o 13/16". 7'-2 13/16" . 6' 4 13/16"· 5'-6 13/16"· 28'-8 3/16"· 12'-6 3/4" 12'-6 3/4" 10'-o" 2'-7 1/2" 21'-9 3/8" 21'-9 3/8" 8'-5 3/8" 7 1/4" 3'-6 1/4" 4'-5 1/4" 21'-9 3/8" 5'-3" r 2"h 12 (!} ffil 1m G-I' lill I - - - - - - - - - - - - - - - - - - - - - - - -r-- - - - - - - - --:c - -I G-3 ~~-=~-~~~~~~lil]~s========lll 1 11=========~~========~0 1 I . ~f~;-Q REG/I£ I r t"" IIZIII ~ .... co & . <I:' '\ [# I <!) ' ro I "' ~ G~-; 71ill :1 ' ~ ~ ~ l.~;:~~~i:i!(}~ft<&J III=========G-;;,3'=====1=1 'i' ~ "'o i:l 27164 :.(,\ I t-__ rH~·~~ ;:-@oH 1,'1' I ~a:: c. ~41~~ <'"~~o ffi I ll==g;;;;G·-4~=11 _,L:i c 'i1 \ ~.A II========~G~-~3========1=1 \"~··.. :?§-,l I • ~ G-4 I ~ ~-.....,_,'\:~\'· ·········'i.~:r:a, 7 I € ~ v I~ 1 ~ 0 '-' I "'~~{>.«> I G-8 6 ' ro I "' e= J ---@-Jc'="=======@-~3~Il}-I--I--I-I--I-I--I--I--I-I-'--I--I-I--I-I-IIIu,==========-=-s~c~-~~::!r=======-E=A EC-1 EC-2 EC-3 EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-1 0 EC-11 EC-12 EC-13 EC-14 EC-15 EC-16 EC-17 EC-2EC-18 ~~~·-~o~[·~1o~·-=o"~1--~g·-~2_"~.[1~-----------------------=~8o~·-~o"~----------------------~~ (CLEAR WIDTH) ,----,.-------------------r---,-----j Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and windows. / ENDWALL FRAMING: FRAME LINE 1 REV DESCRIPTION I DATE I APPROVED REVISIONS ~ Talcing Pride In Building Excellence PACE No. SENTfNEf Bun DfNG SYSTEM~s~~=-----=-------__c_-----,~,;;;;os"",2""""J""""'""J"'_5_1-t-(---j A Dwl~l(ll< t>'GLOBAL i<WJTIIIU. INC. 237 souru 47'H sr ~::=~S~'HA~Y.~""'~'£~£~VA~H.;S~4E~L=====1~~!3 1 AlBION. NE 68620 """"' 0379 COUNTY ROAJJ 352 l!ES!CN: JLS / '' 7 ~ REV.· •800/ 32 -o,oo RIFLE. co 81650 l!A7'E: 9/5/07 0 I "' N I FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REtlUIRED ACROSS GIRT DEPTH SLOTS 1~ VIDE I· ANDJ•LONG~ •-ALIGN GIRT SLOHS> 11 \1/ COLUMN SLOHS) I BOLT TABLE FRAME LINE 6 LOCATION ER ~/,ER 2 ER-2/ER-3 ER-3/ER-4 Columns SPECIAL BOLTS QUAN 4 8 4 4 TYPE A325 A325 A325- A325 DIA 1 /2 1 /2" 1/2" 1 '12" LENGTH 1 114 1 i /2" 1 1/4" 1 1 /4" o ID I QUAN TYPE DIA LENGTH WASH 2 I 2 A325 1 I 2 1 1 I 4 1 CONNECTION PLATES FRAME LINE 6 0 ID QUAN MARK/PART II'. E ~ 1 2 GTRF2 ~~~ S)O .~.~l&a,~ 6 2 RS08 1 ~-§s 1..100~{~ " 1 o 1 o cGc8 ( fj'fq: <o\"c: FLANGE BRACE TABLE H 27164{2~ FRAME LINE 6 ""'\O ~ (5 V'IDI MARK I LENGTH . Jt 1 I FB31 I 2 7 • L' •' r'l': -"\\!;~;::.,loi;.\: ~-;, ~ p 1 ·q,'lA 125'-0"0UT-TO-OUT OF STEEL MEMBER TABLE FRAME LINE 6 QUAN 1 1 1 1 1 1 1 1 1 1 .. 1 1 8 2 4 1 3 2 10 2 1 5 2 1 1 MARK EC 19 EC-20 EC-21 EC-22 EC-23 EC-24 EC-25 EC-26 ER-1 ER-2 ER-3 ER-4 G-9 G-10 G-11 G-12 G-13 G-14 G-15 G-16 G-17 G-18 CB-1 CB-2 CB-3 PART PCE12352 W12x19 W12x19 W12x26 W12x26 W12x19 W12x19 PCE12352 W1 Ox12 W1 Ox12 W1 Ox12 W10x12 PZE12254 PZE12254 PZE12254 PZE12352 PZE12354 PZE12252 PZE12254 PZE12354 PZE12254 PZE12252 1/2" STR 1/2" STR 1 '/2" STR 7' -6":'-------::=::---------JA) ® 16'-10" 8" 8" 16'-10" 0 17'-6" (G) 17'-6" CD 20'-o" ® 17'-6" -~----~~----~------~~--~~----~~~----~------~~------~----~~~----~~ ~ --------+~--'-"--'=-'-''------1-ER-2 <'<7 _ .,----m ---, -""' . ER-J 1 -------r-_ -"--'~'--:r ---:r:--~ :J,---..:r::. 5/>. @ 1----___::::r-G-18 --_-,.-:'S? -_-, p SA 1 1 1/4" ER-i <'<7 l_-,...-:_-""' -G 15 G 15 ---~--" ER-4 1 --'t :--r-riD riD ~-'If -l LENGTH 24 4 1l~16 27'-2 5 8" 30'-1 5/8" 33'-o 5/8" 33'-0 5/8" 30'-1 5/8" 27'-2 5/8" 24'-4 15/16". 34'-7 3/16~ 28'-8 5/8'! 28'-8 5/8" 34' -7 3/16"- 16'-2 7/8" 14'-7 5/16" 17'-0 1/4" 17'-0 1/4" 17'-o 1/4" 17'-o 1/4" 16'-11 1/4" 16'-11 1/4" 19'-4 1/4" 19'-4 1/4" 18'-8" 21 '-0" 19'-2" 4'-8 3 _ ,----_-__:r::.--c V ·· -----=::: .., -_-, -.::'1 _ ~ ,-+--G 10 ~ G-14 G-15 G-18 G·-15 G 14 G 1 - w I w "' I 'in 0 I 'in 0 I 'in ' co I ;,-, ':, I ;,-, I ITlll-~ 13 G-15 G-18 G-15 G-13 G-9 I <2>-V' G-1~ A%> G-16 G-18 G 16 G-13 G-9 ~ ~ / ~:l!ID I []Qj_ I lliD,l I G 9 G-9 HI=======~G~-~9~==~=111===== ~==~Gr-~~======II========~G~-~15~=====11=========~G~-~1~8=======1i=======~G~15~=====11"======~G~1b1======11=====~~G~-£9r=====~!Kil!ID ~ "1 , ~ "· I I "'"-II J I -e G-9 c,«;:/ G-1~7 G-15 G-17 G-15 G 11 IG-91 ° 'BID HI===~Bc=._'======@-==1/ ~l® qp ~1 I! rrH ~ II [ EC-19 l EC-20 Note: Girts below 7' -4" may be cut in the field to allow installation of field located wolkdoors and windows. I EC-21 I EC-22 I EC-23 ENDWALL FRAMING: FRAME LINE 6 I EC-24 .J I 3070DR EC-25 DESCRIPTION REVISIONS J EC-26 I DATE I APPROVED -------------Taking Pride In Building Excellence PAC£ No. Sr~~;~s~~;~~~~~~;;Ms::-,~"""'"'::~S.~'fi~jj~JJ-7'1:i'£'~-i£~-v,~II~N.~:s'~~~~~~~~~~~~~~~~~~~IJ}:;;;,~o"•~,:2"'"~"'"3~•"''~J,..-,~-5~-,3 L-"8'---i ALBION, NE 68620 ~ 0379 COUNTY ROA!J 352 lJ£SICN: Jls / 'I /I£V.· ,BOO; 327-0790 RIFLE, co 81650 lJA7'£: 9/5/07 TRIM TABLE FRAME LINE 1 & 6 OlD QUAN PART LENGTH I 1 4 ITHT14 1 4 3 2 5 SE41RL 16' -3" 3 25 ITBD1 0 10'-3" 4 5 ITHTRL 16' -3" I 5 5 SE46RL 16'-3" ~ ~ ~ ~ 6 4 ITHT14 14'-3" 7 3 SE07RL 1 o'-1" ~ 8 2 ITHT1 0 10'-3" I 2 "1::::,._ 9 1 ITHT1 0 10'-3" _.d'2· ~De_ 12 10 8 ITOC14 14'-3" 12 4Y ~ <()> 0 1 1 16 ITRTRL 16'-3" \,. 1:: ~ ~ N ' c:::::J IT -PBF 2'-0" ~ \,. "' ' N 12 2 I . ' '-'-"' \,. ' "N "' "' "' '-'-. --'-'-0. "' ' ' IT -RTC 6 i/8" ' '-'--'-'-'-N • < <1) ;, 13 4 '-'---r, -'-'-" '-'-"' "' "' -<1) '----N I I I "' ---:::::::;o '----"' "' I I~ I N "' "' N "' I 0 ~ 0 0 I I "' N "' N "' "' ~ "' "' I 0 I I I <!> <!> 0 L.--"' "' "' "' I I "' -"' "' I I I I I I I "' a, a, I I I I ;._ a, a, ;._ ;._ ·., <o Lio. _:;,_ ~!:! I . . <o ·., ;._ r 0 - ' ;., in ----------------------------~F. C> .r --I I I I ;._ ;._ ·-' <o -' ;, ;, ;, ·-<3> ;, ;, 7 I I -;, -I 1<: ·., I I I I ;, I I a, a, ;._ ;._ I I <\9> c:::::J "' gj N <o <o <\9> I a, a, N N "' N N ~ N N <o £> N N ~ · .. I N '-0 "' I <!> ..:r:: <!> I I J~ I 0 0 < l<i I _I -l ------------------------------c:::::J =1--- 0 0 c:::::J 0 0 PANELS: 26 Go. MK I Light Stone EN OW ALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. MK -Light Stone I ~ cp !{> C? cp ~ ~ ~ I ~ 2"1::::._ A2" CJ 12 12 4Y <()> I :::-:: p-- ~ :::::-==::::::: <1) ,,_, .... 0 REGt. <1) 0 0 ~ !'~~ ........... ~~ I . &!~·LOa+~~ ' ' '. :.-:.-ii 27164 J~ :.-;, 11 ' ;, ·-' :.-~0 !!fi ·-:.-' ;, I "' ' ;, ' ·-:.-;, "' I I I I I I "' -' ·-:.-\ ~ I ;, I I li ~ ;, I I "' ' ·-' :.-' I I I I ... -.. ;, ;, ;, ... -.. "' I I I I "' "' ;, ;, :.-·-;, ;, "' I I "' "' "' "' "' "' "' "' 0. 0. I I I I -' ~o·... ~ :.-;, I I 0. 0. "' "' "' "' "' "o 0 I I "' I I "' "' "' "' "' "' ·., I I I <\9> p;;, ~........ ~r::a ;, I I "' 0 0 ;;; "' "' "' "' "' "' ·., a, ;._ ;._ I I I "' "' "' <o <o <\9> I I ;._ ;._ a, a, N "' "' N N N N ~IONA\..~t' 1 <o a, N "' N N N "' N "' N I ~~),.$> I 0 REVj DESCRIPTION I DATE I APPROVED REVISIONS I EN OW ALL SHEETING & TRIM: FRAME LINE 6 ------------- Taking Pride In Building Excellence PACE No. PANELS: 26 Go. MK -Light Stone St:NTINt:J B~JI! IHNG SYSTEMS -a IJJ233sc I A DwlliO< arGLOBAL ;,M:l'llltl. ~>«;.. SHAYNE EVANS q 237 SOUJ'H 47'H SJ' !JESICN: JlS AlBION. !IE 68620 ~ 0379 COUNTY ROA/J 352 REP: (BOO) 327-0790 RIFLE, co 81650 !JA7'E: 9/5/07 I . 90' -0" OUT-TO-OUT OF STEEL ® 18'-o" 0 18'-0" 0 18'-0" 0 18'-o" ® 18'-0" -r-4" E 1 ~ .® E 2 ~ E-2 ~ E 2 ~ E 2 @{ ~--~· ~====~~==~F=====~====~======~====~====~~====~====~~==~ -1--~ ~ G-20 / ~ G-22 / ~ G-22 / ~ G-22 / ~ 1~ ~ rnrn ~ rnrn X rn1rn ~ rnrn t--1 I ITQj t--1 I I RF2-1 I RF2-1 I RF2-1 SIDEWALL FRAMING: FRAME LINE J SIDEWALL SHEETING & TRIM: FRAME LINE J PANELS: 26 Go. MK -Light Stone I RF2-1 G-24 [j]) G 24 []]) G-24 [j]) EC-19 ~'"'"':::---237~s'O'Urli 4rii'S'r AlBION, N£ 68620 (800} 327-0790 ()IJAN MAb:K PAR 4 E-~ ~~0~t8! 2 G-19 PZE08254 3 G-20 PZE08252 3 G-21 PZE08354 12 G-22 PZE08252 1 G-23 PZ~Q~~~~ 4 G-24 llX'/">'/ 2 CB-4 STR 2 CB-5 1 STR ~ g~=~ ; ~i~ SPECIAL BOLTS Lti~GIH g._:; i!~!0~2'" 15'-9 1 4" 15'-9 1/4" 16'-11 1/4" 16'-11 1/4" 17'-5 3/8" 17' -5 3/8" 17' -4" 18'-2" 18'-6" 19' -2" I 0 ID I UUAN I YPt UIA LENGTH WASH ~ i ~~~~ ; ::+ i 1 /4" ~ 01[ r liAI\ PART LENGTH 9 ITBD10 :3 9 ITET1 0 [ , ID '11/AN MAkK/ PAr< I FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH SLOTS l' './IDE I . AND 3' LONG0 •-ALIGN GIRT SLOT<Sl • '<II COLUMN SLOT<Sl DESCRIPTION DATE APPROVED REVISIONS Taking Pride In Building Excellence jPAC£ No. "=-=-=crs='HA=r;.:.crvc=-=-c=vA=Ns=-------~~?s6' ~5/07 L J D """"' 0379 COUNTY ROA/J 35Z RIFLE, CO 81650 . MEMBER TABLE ® 0 FRAME LINE A 90' -0" OUT-TO-OUT OF STEEL QUAN MARK PART LENGTH ® 0 @ ® 4 E-2 EAVEL04 17-11 !1,2 18'-o" 18'-0" 18'-0" 18'-0" 18'-o" 1 E-3 EAVEL04 17' -1 1 1/2" I 1'1 3 G-21 PZE08354 16'-11 1/4" -12 G-22 PZE08252 16'-11 Ys4" )® ~ ,0) ~ ~ ~ 1 G-25 PZE08354 17'-5 3 8" E-2 E-2 E-2 E-2 E-3 4 G-26 PZE08252 17'-5 3/8" I 'N ~ / ~ / ~ / ~ / (Tiil 2 G-27 PZE08254 15'-9 1/4" . I 3 G-28 PZE08252 15'-9 1/4" "' I 2 CB-4 1/2" STR 17' -4" fiQ G-26 G-22 G-22 G-22 G-28 I 2 CB-5 1/2" STR 18'-2" I ;, 61] 61] ~ 6illl61l ~ 61] 61] ~ 61] 61] ~ ~ hiD 6 CB-6 1/2" STR 18' -6" I 6 CB-7 1/2" STR 19'-2" ·.,. [jQ I G-26 I ;, 61] f .~ ~I~ v .~ ~ ~ SPECIAL BOLTS I \:, I c,'O > '> c,'O > 's I o ID QUAN TYPE DIA LENGTH WASH I ;,. f11j G-221Strut) G-221Strut) (ED 1 4 A307 ~1,2 1 0 "' 2 G-22(Strut) 2 G 28(Strut) 2 G-26 2 2 A325 1/2" 1 1 /4" 1 N I ;, 61] ~ )..!J ~ G-22/ ~ )..!J ~~G-27-/ I I G-22/ G-22/ I TRIM TABLE ·.,. [jQ hiD FRAME LINE A G-26 io 61l 61l ~~c~ Lll Lll ~~c~ Lll ILll ~~C& 61l Lll ~~ I olD QUAN PART LENGTH I @--b 1 9 ITBD1 0 10 3 1. ;,., [jQ G-25 v 2 4 ITOC14 14'-3" oc, 61] v ~ ~ ~ v ~ v ~ 3 9 ITET1 0 10'-3" I ~ I ;,., BC-I CONNECTION PLATES I ~ I I I I ..J I FRAME LINE A EC-26 RF2-1 RF2-1 RF2-1 RF2-1 RF1-1 DID QUAN MARK/PART SIDEWALL FRAMING: FRAME LINE A 2 5 PC8BLT 3 40 G12-350 I 10 10 CGC8 cr cp ~ cy ~ ~ I 0 FIELD SLOT GIRT WEBS FOR CABLE/ROD. MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH I SLOTS 1' 'WIDE !• AND 3' LDNG0 •-ALIGN GIRT SLOTCS) • \1 I COLUMN SLOT<Sl I I ,~~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1'1 Q REGt. --------/~\> ........ &~ 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 .<0 .<0 "' "' "' "' "' "' "' .<0 "' .<0 "' "' "' "' .<0 "' .<0 "' "' "' "' "' "' .<0 "' "' "' "' ~ ~ ,.•<;_s L~~·· .• ~ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ~f1l~ <o I i 11 27164 1 §.. %(.) ~ ffi (\~~.. ....5: w. I '\9''.. ~.~!§: ~ ......... ".!) ~ ~SIONA~ 7 --:),n -,z_. I 0 REV I DESCRIPTION DATE I APPROVED I SIDEWALL SHEETING & TRIM: FRAME LINE A REVISIONS PANELS: 26 Ga. MK -Ught Stone ~ Taking Pride In Building Excellence PACC No. I SFNTINE! Bw1 oruG SY~TEMS -cr 1!3233sc A 01VJ111:ft tniLOBAL iiMmltf.. tte. SHAYNE EVANS 237 SOlJJ'H 47'H SJ' I I AlBION, Nt: 68620 ~ 0379 COUNTY ROA!J 352 PCS!CN: JlS (800) 327-0790 Rl'V.· I RIFLE, CO 81650 PA7'F:: 9/5/07 N w u ~ iJ: "'a: _, ::> N(ll "' '-'-0 ~ "' w u : if. "'"' _, ::> NV> "' '-'-0 0 "' J)-l---- PURLIN LAP 18'-o" 1'-4" I 4 18'-o" 18'-o" 18'-o" 18'-0" 2'-1 ~ 2'-1 3~ 2'-1 3/4~ 2'-1 3/4" 2'-t~ 2'-1 .3/4" ROOF FRAMING PLAN 6 0 E3 (30) ;... lo ·-"' "' ' 'o "'"' "' ROOF SHEETING PANELS: 26 Go. MK - Regal White MEMBER TABLE ROOF PLAN QUAN MARK 13 P-1 82 P-2 14 P-3 13 P-4 14 P-5 1 P-6 2 P-7 1 P-8 6 P-9 1 E-1 8 E-2 1 E-3 4 CB-8 4 CB-9 4 CB-10 4 CB-11 4 CB-12 4 CB-13 4 CB-14 12 CB-15 8 . CB-16 8 CB-17 8 CB-18 SPECIAL BOLTS ROOF PLAN PART PZE10254 PZE10254 PZE10254 PZE10254 PZE10254 PZE10252 PZE10252 PZE10252 PZE10256 EAVEL04 EAVEL04 EAVEL04 1/2" STR 3/8" STR 1/4" STR 1 /4" STR 1/2" STR 3/8" STR 1/4" STR 1/4" STR 1/2" STR 3/8" STR 3 8" STR 0 ID QUAN TYPE 1 4 A307 2 2 A325 3 4 A325 TRIM TABLE ROOF PLAN OlD QUAN PART 1 30 MRC366 LENGTH 20 -1 1 2 22'-3 1/2" 20'-1 1/2" 20'-1 1/2" 20'-1 1/2" 20'-1 1/2" 22' -3 1/2" 20'-1 1/2" 22' -3 1/2" 17'-11 1/2" 17'-11 1/2" 17'-11 1/2" 24'-9" 20'-5" 20'-6" 17'-6" 25'-7" 21'-5" 21' -6" 18'-7" 22'-5" 22'-11" 22'-8" LENGTH LENGTH 3 -0 WASH 0 1 1 CONNECTION PLATES ROOF PLAN DID QUAN MARK PART 11 14 PPC10 GENERAL NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension past eave strut. REV SENTINEl Burt DlNG SvsrEMS A OiVIllll'< [J'{iLOBAL l<W$1'111~1. w;:. 237 SOUTH 4TH sr AlBION, NE 68620 (BOO} 327-0790 DESCRIPTION APPROVED REVISIONS Taking Pride In Building Excellence PAC£ No. I I 1. A2" 12 ---------1 I : ~---------------------~ : I I I I 1% _ I 0 I 1 ~ ~.~ll ~ 11111111111111111111111111 ~~II ~ 11+• d~ 00 00 2 ~~ Panel Start Panel Start ENDWALL LINER & TRIM: FRAME LINE 1 PANELS: 26 Go. MS -Bright White ----,-I I I I I I I I 0 ~'~l~ll~ll~lll~ll~lll~ll~ll~lll~llll~ll~lll~m~,,,~,,~,,~,,,~ll·l~ ~~ ~ dL Panel Start Panel Start ENDWALL LINER & TRIM: FRAME LINE 6 PANELS: 26 Go. MS -Bright White 2"1:::::,.. 12 2"1:::::,.. 12 cp ,------------------------, I I I I I 0 I I I I , -1-4 lj Sill -1 I . I = ~ 0 I 2 ~* ** § ** 2 2 4 <4 4 4 4 1'-o~~ ** Panel Start SIDEWALL LINER & TRIM: FRAME LINE J PANELS: 26 Go. MS -Bright White cp ,------------------------, I I I I I 0 I I · I ~~Ill ~F 1111111 ~ 1111111111111 ±~ ~~-o" ** ** 2 ** ** * Panel Start SIDEWALL LINER & TRIM: FRAME LINE A PANELS: 26 Ga. MS -Bright White REV DESCRIPTION APPROVED REVISIONS Taking Pride In Building Excellence PACC No. ~,9d11;~•:·,··~~~~ 237 SOUTH 4TH ST 7 ALBION, NE 68620 .,,........,. (800) 327-0790 NOTE• IF BUILDING HAS AN END\>IALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURLIN END OF BUILDING GABLE RAKE ANGLE y U2 S. D. SCRE\>1 ,r-ROOF PURL!N BOLTS, 0.5'xl.O' 0 0 (2) REQUIRED 0 0 --------- 1>/ELDED PLATE END \>I ALL RAFTER PLACED DIAGONALLY @sECTION THRU ENDVALL RAFTER BOLTS, SEE END\>IALL DRA\>IING BOLT TABLE RIGID FRAME RAFTER\ 1>/ELDED CONNECTION PLATES~ 0 0 II L--='f:::::: lF:::::: 11 END\JALL 11 COLUMN- ~ RAFTER TO COLUMN NOTE< IF BUILDING HAS AN END\>/ ALL OVERHANG, PLACE THE GABLE RAKE ANGLE, ON THE BOTTOM OF THE PURUN »12 S.D. SCRE\o/ GABLE RAKE ANGLE END OF BUILDING-! RIGID FRAME RAFTER ROOF PURLIN RAFTER FLANGE BRACE BOLTS, 0.5'xl.5' (tlaJ )\>I /\>I ASHER AT PURL!N TO FRAME @ROOF PURLIN TO EXPANDABLE END\>IALL RIGID FRAME l/2"x1" A307 BOLTS 'WALL GIRT END\JALL COLUMN 'WELDED CLIP ~ENDVALL COLUMN TO VALL GIRT END¥/ ALL RAFTER BOLTS, SEE END¥/ ALL DRA 'WING FOR DIA 8. TYPE 'WASHER COLUMN SIDE END\>/ ALL RAFTER\ \>/IDE FLANGE END\>/ ALL COLUMN BOLTS, SEE END\>IALL DRA\>IING BOLT TABLE RAFTER TO COLUMN @ ENDVALL RAFTER TO COLUMN. l/2'x!' A307 BOLTS USE (2) PER 'WELDED CLIP 0 CGC1 CLIP 0 SIDE \>I ALL GIRT 0 BOLTED PLATE RIGID FRAME COLUMN END\>/ ALL GIRT ENDIJALL GIRT/ / ~ CORNER COLUMN~ ~ CORNER COLUMN TO VALL GIRT ~ CGC6 CLIP M<mM ~CORNER COLUMN TO VALL GIRT REV ' 237 SOUTH 4TH ST AlBION. NE 68620 (800) 327-0790 DESCRIPTION REVISIONS Talcing Pride In Building Excellence APPROVED PACE No. BASE PLATE ENDIJALL COLUMN BASE PLATE TO ENDVALL COLUMN OR DOOR JAMB on•"" lNDTE, I REVIEIJ RIGID BOLT THE FLANGE FRAME CROSS SECTION BRACE TO THE INSIDE DRAIJING FOR THE NUMBER FLANGE OF THE RAFTER OF FLANGE BRACES AND BEND THE FLANGE AND THEIR LOCATION. BRACE UNTIL THE FBSS CLIP THERE MAY BE 0, 1 OR 2 CONTACTS THE PURLIN. SCREIJ FLANGE BRACES REQUIRED. THE FBSS CLIP TO THE PURLIN. FBSS CLIP IS FASTENED TD UNDERSIDE OF PURLINS VI (4) tt12 SD SCRE\t/S BOLTS, 0.5' x 1.0' ROOF PURLIN A307 CTYP) (4) REQUIRED RIGID FRAME INSIDE FLANGE......____ 12'xl 1/2' ':" "'-.:_ FBSS A307 BDL TS /4-CLIP '.-,., , '<-.......__RAFTER ,_. ~ FLANGE '.. BRACE RIGID FRAME RAFTER ROOF PURLIN TO INTERIOR FRAME RAFTER 'WHEN MEMBRANES ATTACH TO UNDERSIDE OF PURLINS BASE PLAT ENDIJALL COLUMN BASE PLATE TO ENDVALL COLUMN OR DOOR JAMB lNOTE' I REV!EIJ RIGID FRAME CROSS SECTION DRAIJING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, 1 OR 2 FLANGE BRACES REQUIRED. NOTE, ORIENT THE BOLTED CLIP IJITH THE SHORT LEG FACING UP. FRAME COLUMN COLUMN FLANGE BRACE rnm ... l/2'xl6 A307 BOLTS IJALL BOLTS, 0.5' x 1.0' RIGID FRAME CTYP) <2) REQUIRED/GIRT OUTSIDE FLANGE ~ IJALL GIRT TO FRAME COLUMN ENDIJALL RAFTER CONNECTION PLATE SEE ENDIJALL DRAIJING FOR BOLT DIA AND TYPE. RAFTER SPLICE ALONG SURFACE EAVE STRUT NOTE' IF BUILDING HAS AN ENDIJALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT. END'w'All RAFTER @ THE 4' LEG OF RAKE ANGLE RUNS ALONG THE ENDIJALL TO FASTEN IJALL SHEETS TO THE BUILDING. EAVE STRUT TO ENDVALL RAFTER - REV ENDIJALL RAFTER ~---0 0 0 0 0 0 0 0 L ____ J T- SEE ENDIJALL DRAIJING FOR BOLT DIA AND TYPE. RAFTER SPLICE AT SURFACE CHANGE EAVE v;<>-t::----,,Ll/2' X 1.0' END PLATES A307 BOLTS RIGID FRAME COLUMN EAVE STRUT TO RIGID FRAME DESCRIPTION REVISIONS Taking Pride In Building Excellence SHAYNE EVANS /!37 SOUTH 4TH ST ALBION, NE 686/!0 (800) 3/!7-0790 """"' 0379 COUNTY ROAIJ 35Z RIFt£, CO 8!650 APPROVED PAC£ No. I DOOR JAMB~ \JELDED GIRT CLIP VIALL GIRT l/2'x1' A307 BOLTS ~ALL GIRT TO DOOR JAMB DOOR JAMB\ 'WELDED CLIP \ 1\ 0 I ODOR I HEADER 0 I 1-------l USE A30 1/2 .. X 1' 7 BOLTS II II II II II II II 'll II II II II II II II SECTION ELEVATION @ DOOR HEADER TO DOOR JAMB SECTION 'WALL GIRT DOOR JAMB---::L-L ELEVATION BOLT, 0.5' x 1.0' DOOR JAMB TO ~ALL GIRT BRACE GRIP DEAD END CABLE EYEBOLT SLOT IN \JEB TO INSERT HILLSIDE \JASHER AND EYEBDL T COLUMN DR RAFTER \JEB NUT @ DIAGONAL CABLE, EYEBOLT END STUB COLUMN SECTION USE 1/2' X 1' A307 BOLTS ( + ELEVATION ~ STUB COLUMN TO HEADER BEAM STUB COLUMN D BACK BRACE ,_----,.L --, I I STUB COLUMN PLATE BACK BRACE CLIP ~ BACK BRACE TO STUB COLUMN REV 237 SW7'H 47'H SJ' 1 AlBION. N£ 68620 (800} 327-0790 DOOR HEADER DOOR JAMB @ DOOR HEADER TO DOOR JAMB BACK BRACE CLIP RAfTER CLIP RIGID FRAME RAfTER DESCRIPTION APPROVED REVISIONS Taking Pride In Building Excellence PACE No. SHAYNE £VANS ~ 0379 COUNTY ROAIJ 35Z RIFlE, CO 81650 DATE: 9/ 5/07 SIDEIJALL COLUMN PLAN II " II " II BASE PLATE ELEVATION @ANCHOR BOLTS AT SIDE~ALL COLUMN < 0 0 0 0 0 0 0 0 0 0 ~-TOP BOLTS, SEE DRAIJING FOR SIZE. --INTERMEDIATE BDL TS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. :=J-BDTTOM BDL TS, SEE DRA IJING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP 8. BOTTOM. W BOLTED END PLATE CONNECTION V AT BUILDING PEAK <00 ANCHOR BOLTS o COLUMN 0 ~ FRAME LINE BASE PLATE INTERIOR COLUMN ANCHOR BOLTS BOLTED END PLATE TOP FLANGE J- -/ IJEB BOTTOM FLANGE 0 0 0 0 0 0 0 0 0 0 :=J-TOP BOLTS, SEE DRAIJING FOR SIZE. --INTERMEDIATE BOLTS, THE NUMBER OF TOP DR BOTTOM BOLTS GREATER THAN FOUR. ~-BOTTOM BOLTS, SEE DRAIJING FOR SIZE. '------EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BOTTOM BOLTS FOR RIGID FRAME CONNECTIONS ('WALL PANEL 'w'EDGE ANCHORS SPACED 30• o.c. MAX AND AT BOTH ENDS OF EACH PC OF ANGLE. BUILDING 'WARRANTY VOID IF SPACED GREATER THAN TH[S l'r--"-. SPLICE BASE TRIM "" 2 POP RIVETS BOLTS. SEE RF IN HORIZONTAL LEG . BASE TRIM l-1/2' >e 1-l/2' OPTIONAL NOTCH IF" NOTCH IS NOT USED. AND BASE TRIM IS TO BE USED, THE TRIM MUST BE MOUNTED 1 1/2' BELOW' THE fiNISHED rLOOR DVG FOR SIZE /BASE CHANNEL END PLATES TOP FLANGE IJEB ~ SECTION THRU ~ALL PANEL ~ AND CONCRETE FOUNDATION BOTTOM FLANGE EXTENSION BEYOND FLANGE IS OPTIONAL FOR TOP S. BOTTOM FLANGE. @BOLTED END PLATE RAFTER SPLICE RIGID FRAME RAFTER I IJEB STIFFENERS IF REQUIRED INTERIOR --~~-...l"y-__jL COLUMN @ INTERIOR COLUMN TO RAFTER REV SCREIJ CLIP j ____ [ __ _ ENDVALL GIRT USE TK2075 SCRE'w'S FOR RED IRON CONNECTIONS. USE TK5l25 SCRE\IS FOR HOT ROLLED RAFTER CONNECTIONS. ~ SECTION OF END~All GIRT TO RAFTER DESCRIPTION APPROVED REVISIONS Taking Pride In Building E:ccellence PACC No. I EAVE STRUT E~E STRUT STABILIZER -~ <6' LONGl I--'--~#12 SD SCREI,, <4 REQ'Dl .,! ~STRUT PURL!N ~ 5' / -I "\ ' - ~ FRAME COLUMN EQUALLY SPACE STABILIZERS BET~,iEEN RIGID FRAMES Qz 1 0 AS SHOI,,N IN ROOF FRAMING PLAN ~ STRUT PURLIN AT EAVE STRUT .. DESCRIPTION T DATE I APPROVED REVISIONS -------------Taking Pride In Building Excellence PACE No. SENTINEl Bun DING SYSTEMS:T:~=,----__::_ _____ ___:::_ ___ -.-c~c;;;oa'"',""'u""'""''",-' -+=...::.=:.J ~JZ!JP:?tff: ~ ~:::N:o:::~~OA!J 352 °R!f.c}J~S( {CC (800) 327-0790 " RIFLE, CO 81650 DATE: 9/7/07 * NOTE' IF THIS IS A SEALED LINER SYSTEM A BEAD A MASTIC VILL NEED TO BE PLACED BETVEEN THE INSIDE CORNER TRIM AND THE LINER PANAL DURING INSTALLATION. EXTERIORj IJALL PANEL OUTSIDE CORNER 0 0 SIDE\o/ALL GIRT 0 0 • MASTIC <OPTIONAL) END\o/ALL GIRT 0 0 LINER PANEL TK2125 SCRE\o/S <1 per ft.) <nill/dl---LAPTEK SCRE\o/ <1 per ft.> LNRCNR • MASTIC <OPTIONAL) CORNER TRIM DETAIL ® ENDWALL * NOTE' IF THIS IS A SEALED LINER SYSTEM A BEAD A MASTIC VILL NEED TO BE PLACED BETVEEN THE JAMB TRIM AND THE FLANGE OF THE RIGID FRAME @ THE ENDVALL, AND BETVEEN THE 9'xi' ANGLE AND RIGID FRAME VEB @ THE S!DEVALL DURING INSTALLATION. OUTSIDE CORNER 0 0 END 'w'ALL GIRT l TK2125SCRE'w' <1 per ft.) LNRCNR 9~xt• ANGLE ill MASTIC <DPTIONAU 0 0 ~;:o;:;:~~ "'--LINER SHEETING JAMB TRIM @ CORNER TRIM DETAIL ® ENDWALL WITH 12" OFFSET RIGID FRAME & FLUSH SIDE WALL GIRTS * NOTE' IF THIS IS A SEALED LINER SYSTEM A BEAD A MASTIC VILL NEED TO BE PLACED BETVEEN THE 9'xl' ANGLE AND THE VEB OF THE RIGID FRAME. AND ALSO BETVEEN THE JAMB TRIM AND THE SHEETING. LNRRFF REV i v ~ ! ~ ! ..J ~OUTSIDE TK212S SCREW'S ---[FIJJJ.i-r--------, ~ WALL PANEL LINER PANEL ---1 <1 per girt) ~ 0 0 <1 per foot> l TK2125 SCREW ~ l L -------------------------------1-- JAMB TRIM I -f-1rxt .. ANGLE . ,~~;» ~ f-_/ ~ !'-,_ • MASTIC 8 L -?'" t7 <OPTIONAL> !1' ~ ~]/ ~-J n .. JAMB TRIM ~ I r= '::: __ ::~:: __ ~~~~-~-------------: TK2125 SCRE'w' f 0 0 G (1 per ft.) Li TK2125 SCREWS WL""'L ______ __j j <1 per girt) :i t j : ! TRIM DETAIL ® RIGID FRAME FLUSH GIRTS ON SIDE WALL DESCRIPTION REVISIONS Taking Pride In Building Excellence 237 SOUTH 4TH ST AlBION. N£ 68620 (800) 327-0790 APPROVED PAC£ No. "'"'" "' ~ "' "' " _, ... TK2125 SCRE'w'S <1 per ft.) 0 "' -DOOR JAMB 'w'ALL GIRT i;l " w "' ' ~ LJAMB TRIM 0 OUTSIDE 'w'ALL PANEL NOTE (I) REMOVE HIGH RIB FROM LINER PANEL AT DOOR JAMB TO ALLOW MOUNTING OF O.H. DOOR TRACK CROSS SECTION THRU DOOR JAMB BELOW DOOR HEADER ELEVATION * NOTE• IF THIS IS A SEALED LINER SYSTEM PLACE A BEAD A MASTIC AS SHO\JN. ' It! "" /HEAD TRIM L_ __ S:.:ciD:..:E:._"'A....:L::L....:G::IRc_T __ ----, ;='= ,.---, _, w z \ " a. _, _, " :> w INSIDE CLOUSURE J c ;:; / " ~NTERMEDIATE GIRT IF SUPPLIED ~ <tJ" TK2125 SCRE'w' <1 per f't.> • MASTIC \-(oPTIONAL> --LINER PANEL ""-TK2125 SCRE\o/ (l per f't.> • MASTIC r(OPTIONAU I /7 INSIDE CLOSURE ~ r BASE ~· ANNEL ~ I TK2I25 SCREIJ f--' I _ _,.J._.....!ffi __ ...,...._J..::;::::.::,::;=::;: Cl per ft.) 1-. ~· . . · -.-FINISHED FLOOR • .o1 • "!1 L tt4~ ~ ' ' L..._ L___:·::__· ~:o." ;._· ·-- CLOSURES TO BE USED ONLY ON SEALED LINERS. LINER TRIM DETAIL ® 7' -4" GIRT REV SENTINEl BuiLDING SYsTEMS A O!llllllll< crut,QBAL l<ruslllltl. 11C. 237 SOUTH 47'H S7' ALBION, NC 68620 (800} 327-0790 DESCRIPTION REVISIONS Taking Pride In Building Excellence SHAYNE EVANS """"' 0379 COUNTY ROAli 352 RIFLE, CO 81650 APPROVED PAll!: No. 9/5/07 /EXTERlOR \JALL SHEETING INTERIOR YALL LINER"' \JALL GIRT"' JvJI \IALK DOOR HEADERl r--____J"==""J.. HEADTR!H~ TK212S SCRE\.1 (1 per ft.) INSIDE CLOSURE JAMB TRIM~ 'w'ALK DOOR JAMB\ SECflON THROUGH HEADER HEAD TRIM CLOSURES TO BE USED ONLY ON SEALED LINERS. {LINER PANEL \_ TK2125 SCRE\1 <I per f't.) LJAMB TRIM SECflON THROUGH lANB OUTSIDE 'w'ALL PANEL TRIM DETAIL ® KNOCK DOWN WALK DOORS WITH LINER PANEL ~JAMB TRIM 1 r TK2125 SCRE\JS ~ .J.. ([ per ft.) I r------------------------------------------------- 0 'w'ALL GIRT 0 "' I ~~====~~=== lf L/- LJAMB TRIM OUTSIDE 'WALL PANEL """'" ~CROSS SECTION THRU FRAMED OPENING ~ BELOW OPENING HEADER ELEVATION REV SENTINEl BuiLDING SYSTEMS A Dlvlll(ll< Of{iL!JBAL i<~mro!CJ. nc 237 SOUTH 47'H SJ' ALBION. NE 68620 (BOO) 327-0790 DESCRIPTION REVISIONS Talcing Pride In Building Excellence SHAYNE EVANS ~ 0379 COUNTY ROAJJ 352 RIFLE, CO 81650 APPROVED PAfl£ No. J I I I ~ INSIDE OUTSIDE KEEP CONCRETE UNDER JAMBS LEVEL~ ~inisheol ~loor <I .. '.d.L\ . .d .<I <I <!' D 1--L-------Y 8 <I .L\ to ·<I <I <I <I L\ <I 8" -'7 .d<J SECTION z-z CONCRETE BIFOLD DOOR SECTION FRAMED THRU OPENING Gro_duo_l Slope froM the inside of the building /1 .d 4L\ ~Fo_ce of jo_Mb coluMn Q t building line 1\ -'7 ~Door Sheeting ~-Door Fro_Me · . .d -'7 ~BottoM TriM COpt.) ...---BottoM Rubber Seo_l REV ~EXTEND CONCRETE 12" OUTSIDE OF BUILDING. SLOPE 1/4" PER FOOT MINIMUM FOR DRAINAGE. DESCRIPTION APPROVED REVISIONS J'alcing Pride In Building Excellence PAC£ No. SENTINEl Bun DING SvsTEMS POOJtCT A Dtv(51Ctl .:JGLOBAL i<MTqJtS. PC. 237 SOUTH 4TH ST ALBION, N£ 68620 (BOO) 327-0790 SHAYNE EVANS """"' 0379 COUNJ'Y ROA/J 352 RIFLE, CO 81650 r TEKS SD SCREVI C12" o.c.) -VIALL SHEETING ABOVE DOOR I~ rDOOR FRAME I ~ ._DOOR SHEETING '-HEAD TRIM ! ' ~HEAD TRIM <ITHT __ ) u 111------111 lXI :::J t; ' -- '--------""-., 'a ~,1. [611' \ HEAD TRIM CSE46RL) -TOP RUBBER SEAL TEKS SD SCREVI Cl2" o.c.) SECTION A-A I---DOOR SHEETING ALL TO CLOSURE BE INSIDE DOOR FRAME -----1 <#nnt4l--t---T E K 5 S D S C R E VI C12" o.c.) A A TEKS SD SCREVI 11">7 ~ 1 112" I~ C6" o.c.) © - TEKS SD SCREVI ' 0J Cl2" o.c.) L-- r.;: F; LAPTEK SD SCREVI TEKS SD SCREVI C6" o.c.) 1"'-p C12" o.c.) ZEE TRIM CSE41RU LOCATIONS ARE CLOSURES. TEKS SD SCREVI C12" o.c.) DOOR FRAME I---DOOR SHEETING ~7ft]~~--TEKS SD SCREVI L'::::;~'J II~::::;:::::.._. c 6 " o . c. ) (Q)( ) '-----BASE TRIM CDPTIONAU ~~~· ~. ~··.•· .. ~~ ~ .. . : . . .. ,.~ .. · .. ~ . ... . .t\ • • ·.o ~ . .o . ;a w -~--.. FINISHED FLOOR BIFOLD DOOR TRIM DETAILS REV DESCRIPTION DATE tm v t::iiONS APPROVED ~ -------------Taking Pride In Building Excellence PAC£ No. rS;:NT!NEL B1 Hi nTNr. <;:, ""'cr '£ 2s/ SOUJ'H 4J.'ff'sr SHAYNE EVANS ~2 J 3 5 L AlBION; N£ 68620 """"' 0379 COUNTY ROAlJ 352 ~ICN: JLS (BOO) 327 0790 RIFLE, co 81650 IDAl'£: I .I I I I I I I I I I i F -8 " ' ' EC-l ,_, ,_, ,_, J. L ~ ,_, '\!. - e, / ,_,""' " / ·""' ~ ' ' J. ..It t @ ' ' [C•:t ! ,., '~ ,_, r= = ,_, ,_, ,_, E> ' ' tc£z STANDARD ENDWALL BRACING THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAM ACTION OF THE WALL PANEL TO TRANSMIT LATERAL WIND OR SEISMIC FORCES TO THE FOUNDATION. IF THIS DIAFRAM ACTION IS INADEQUATE TO RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED TO SATISFY TH REQUIREMENTS. PURLIN CUP EAVE STRUT CLIP GIRT CUP OPTIONAL CABLE BRACING WHEN DIAPHRAM ACTION OF THE PANELS IS INADEQUATE, THE FIRST ALTERNATIVE IS TO ADD CABLE BRACING BETWEEN ENDWALL COLUMNS. IN CASE, FLUSH GIRTS WILL RE- QUIRE FIELD SLOTTING TO ACCOMODATE THE CABLES. CABLES CAN ALSO BE ADDED TO THE. ROOF BETWEEN ENDWALL RAFTERS AND MAIN FRAME TO TRANSFER THE LATERAL FORCES OF THE ENDWALL. RAFTER OPTIONAL FIXED BASE CORNER COLUMNS IF THE ENDWALL FRAMED OPENINGS ARE PLACED THAT CABLE BRACING CAN NOT BE PLACED, THEN FIXED BASE CORNER COLUMNS MAY BE USED. FIXED CORNER COLUMNS WILL INDUCE A MOMENT TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN REV FLANGE BRACE PURUN EAVE STRUT GIRT COLUMN OPTIONAL HALF LOAD FRAME A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING COULD NOT BE USED DESCRIPTION APPROVED NOTE PANEL DIAPHRAM ACTION IS STANDARD REVISIONS Taking Pride In Building [xcellence ALL OTHERS ARE OPTIONS SENTfNfl Bun DING SrsTEMs Plll.Jxcr A D1v1:u.< ~LOBAL i<ooHlllt~. 1..:;.. JOB NUMBER: PAG[ No, 237 SOUTH 4TH ST 4 ALBION, N[ 68620 /""'"·~::·":_ __________ ~D[~Si~GM=;J~LSd ') (800) 327-0790 r R[V• 0 im~ DAT[: 4/ 3/02 I I I I I DOOR JAMB\ TK____ SCREWS ---.___ ® 12" O.C. ......._ ,K ____ SCREW~-~~ ® EACH GIRT JAMB TRIM P/N ITJL_ HEADER COVER P/N ITHL_ JAMB COVER JAMB TRIM STRIP OF MASTIC TK____ SCREWS EACH SIDE OF MAJOR RIB ROOF SHEET INSIDE CLOSURE EAVE TRIM'---1 P/N ITET __ LAPTEK SCREW -ll!o--..J.B< ® 12" o.c. OUTSIDE SIDEWALL SHEET- EAVE TRIM SIDEWALL SHEET- INSIDE CLOSURE TK____ SCREWS ® 12" O.C. (DOOR HEADER HEAD TRIM_)/ P/N ITHT__ HEADER COVER P/N ITHJ__ HEADER COVER HEAD TRIM LAPTEK SCREWS r ® 12" o.c. --ENDWALL SHEET -SIDEWALL GIRT --+.....,~ TK____ SCREWS ® EACH GIRT J )! lSIDEWALL SHEET CORNER TRIM P/N ITOC __ LAPTEK SCREWS ® 12" o.c. CORNER TRIM ~--------------------~----------------~---------,------~----------------~ I I I ~ BASE TRIM HEAD TRIM STANDARD CORNER TRIM HEADER JAMB COVER TRIM PLAC[M[NT \ rn JAMB TRIM REV EAVE TRIM TK____ SCREWS ® EACH PURLIN TK____ SCREWS ® 6" O.C. TO ANGLE LAPTEK SCREWS l ® 12" o.c. STRIP OF MASTIC (ROOF SHEET ~:::::---~- RAKE TRIM-- P/N ITRT__ SHEET ANGLE:-------\---t---+1 4" X 2" 16 GA. LAPTEK SCREWS -fi!m=--1-8>< ® 12" O.C. OUTSIDE CLOSURE ENDWALL SHEET-- RAKE TRIM DESCRIPTION REVISIONS L ROOF PURL!N (BEYOND) APPROVED PAG[ No. r TJNEL Btlll DJNG SYSTEMS ~7sfl~~~l:r~U!Cst ~,---------------~~orj JS ALBION, N[ 68620 i""'"" D[S/GN, JLS 0 !800! 327-0790 l----------------jR'$o[;:;v',_-;-;--od 1R!X•/J!1.Q•_o DATD 4/ 3/02 Taking Pricle In Sui/cling [xcellence JOB NUMBER' I I LOCATION OF CLOSURES & TAPE SEALA;VT O.S. CLOSURE I.S. CLOSURE 1 1/2' BASE LAP SECTION PRE-FORMED RIDGE CAP~----:::::.-----~---- T\o/0 BEADS OF MASTIC - ROOF PANEL r I.S. CLOSURE \J / MASTIC ON NON-ADHESI E SIDE ----"""' \_EAVE STRUT /VALL PANEL ANGLE/CHANNEL THROUGH SIDEwALL \RIDGE ROLL <Std on Vo.luMo.ster) O.S. CLOSURE <MASTIC TOP & BOTTOM OF CLOSURD RAKE TRIM\ RDDC PANEL\ . STRIP OF MASTIC O.S. CLOSURE \ROOF PURLIN I.S. CLOSURE ANGLE/CHANNEL 1 1/2' BASE LAP NOTES: 1. ALL BUILDING MODELS HAVE SECTION THROUGH ENDwALL MASTIC IN ROOF PANEL SEAMS. 2. FORTRESS BUILDING MODEL HAS MASTIC IN wALL PANEL SEAMS. 3. REVERSE -ROLL PANELS REVERSE. THE LOCATION OF CLOSURES, TOO. REV S£.:trrjNEL B!!!LD!NG SYSTEHS PRO.IE:Cl A D!VISI~ o.-"GLOSAL fiWSl!O:ICS, me. DESCRIPTION REVISIONS To.king Pricie In Builciing [xcellence APPROVED PAG£ No. JOB NUHB£R' 237 SOUTH 4TH ST 'J.b ALBION, N[ 68620 IM·-'::.:::"":__ ___________ ~D£~SIG::::N·:::::~OI (800! 327-0790 I R[V• CWS!/J:q.p DAT[: 1/06105 . I I I I I I RAKE TRIM (ITRT__) LAPTEK SCREWS ® 12" O.C. BOTH LEGS~ PEAK BOX (IT-PBF) LAPTEK SCREWS UL-60 ROOF TK____ SCREWS ® 12" O.C. AT PURLINS UL-90 ROOF TK____ SCREWS ® 6" O.C. AT PURLINS RIDGE CAP r ROOF PEAK FURLIN TK____ SCREWS @ 6" o.c. . ROOF SHEET ->--RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH FURLIN ENDWALL SHEET, USE TK____ SCREWS ® 6" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX MASTIC TO t:: RETURN MASTIC DOWN FURLIN BEAR!NG EDGE AND RETURN 6" APPLICATION DETAIL IN PLACE PANEL UL-90 ROOF TK____ SCREWS ® UL-60 ROOF TK____ SCREWS ® 12" O.C. AT PURLINS 6" O.C. AT PURLINS ~ ROOF SHEET"" RAKE TRIM (ITRT__) "' LAPTEK SCREWS ® 12" O.C. BOTH LEGS~ RAKE TRIM CLOSURE (IT-RTC), POP-RIVET TO RAKE TRIM ENDWALL SHEET/ TK____ SCREWS ® 6" O.C. AT BASE OF ROOF SHEET llli>L::__ TK____ SCREWS ® 6" O.C. AT TOP OF WALL SHEET EAVE TRIM (ITET __ ) LAPTEK SCREWS @ 12" o.c. TK____ SCREWS ® 12" O.C. AT GIRTS BASE ANGLE OR CHANNEL TK____ SCREWS ® 6" O.C. AT BASE OF WALL SHEET ~SIDEWALL SHEET ~CORNER TRIM (ITOC __ ) LAPTEK SCREWS ® 12" O.C. BOTH LEGS ENDWALL/SIDEWALL CORNER MULTI-RIB SHEETING (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) REV 237 SOUTH 4TH ST ALBION, N[ 68620 (800) 327-0790 DESCRIPTION REVISIONS Taking Pricle In Builcling [xcellence APPROVED PAG[ No. JOB NUMBER: [:,. h I I I I I I I ~ ENDwALL SHEETING CORNER CUT DETAIL TOP OF ROOF SHEETl 24" -• ----t ------= -----l SHEET --------------------- END'vv'ALL SHEETING USE FOR 2 : 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl 1-------30" ____ __, ~ ~---'-'T "-----' t 10" tru l SHEET ANGLE ~ END'vv' ALL SHEETING- USE FOR 4 12 ROOF SLOPE ONLY TOP OF ROOF SHEETl 1------28" ----1 ~ ~=---_j_'T "-~ fru l SHEET ANGLE END'vv'ALL SHEETING- USE FOR 3 12 ROOF SLOPE ONLY NOTES: CD MAKE CUTS ON OPPOSITE CORNER FOR wALL SHEETS ON OPPOSITE SIDE OF THE RIDGE. (2) BUILDINGS wiTH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICATION TO ENDwALL SHEETS ENDwALL SHEETS. (3) ALTERNATE METHOD FOR TRIMMING ENDwALL SHEETS IS TO INSTALL AND USE SHEET ANGLE AS GUIDE FOR CUTTING CORNER ON SHEETS. REV DESCRIPTION APPROVED REVISIONS Taking Pridi? In Building [xcl?lil?ncl? PAGE No. I rF I Tf I rt I I 0 0 0 0 0 0 0 1, I -5/16" DIA HOLES I I 15 I I~ ll 0 1§2 0 I ~ ' I '"' :... l::l 0 l[il 0 "' J9/16" DIA ~ES J9/16" DIA HO~ ll ll Q I I~ I 0 I 0 I"' I 1 .. I 1 .. I 2" I 1" I I I I 5" I I )1 7/8"1 I I 1" I I 1" 11 7/8" 11 7/8"1 I 1" I I 2 3/8" 3 1/2" 4" 9 3/4" 9 3/4" t 1---"'oo ' I I \ _j_'ao "'-. I I ~3"---rT~ ' 1---.90o ' ~"'o. I r r \ _l~ \ ~~ ~ ~ I j-;, j-;, 7" I 7" I I TYPICAL USE PART TYPICAL USE PART TYPICAL USE PART DOOR JAMB GIRT TO COLUMN 76830 GIRT TO COLUMN 76830 TO EAVE STRUT JMES I . [9/16" DIA HOLES I 6 ~ I-f-r9/16" DIA HOLES I 6 I~ I~ 1 1/4" l::l l::l I-c--... Q Q "' ltl ltl 2" "'-. I ~ I"' I"' 0 ... 0 - - I --, I 1 1/4" ~ I I I I 12 1/8" ~~ .. 7/8" II" I 2 1/8" I ) 7/8" I )" I 5" r ------.9 . r 1----"'o. STANDARD CLIPS THAT MAY BE ' o. ' I "' \ _j_'ao I SUPPLIED WITH BUILDING. I \ _Lie "'-. "'-. -3"-fT~ -3"--1-r~ I REV I DESCRIPTION I DATE I APPROVED REVISIONS ). ~ Taking Pride In Building [xce!fence PA[£ Nc. ~-~ "' '" ,., '" ""' -· JOi> NUM!IER• li>'!>U>• l)'tilOBAL ~"'"'""'· W:. ~q TYPICAL USE PART TYPICAL USE PART 37 SOUTH 4TH ST DESIGN: TU1 ALBJON, N£ 68620 ·~""1 ' FOR SHEETING ATTACHMENT POINT CGC6 FOR SHEETING ATTACHMENT POINT CGC4 (800) 3£7-0790 R[V: AT THE CORNERS OF BUILDING AT THE CORNERS OF BUILDING , .... ,.,~., J]/;T[: }/[,/(!") ~~~~;?.IE= " rwrn.,.. -~ ZZZ::M: ~ mxm . ~~~ ... =~ .... I I I I I I I I I I I I I I I GUTTERS AND DOwN SPOUTS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING. INSIDE CLOSURE-LAPTEK SCRE\v'S ROOF PANELl ~ GUTTER STRAP 24" D.C. LAPTEK SCRE\v' @ 12" D.C. ~ LAPTEK SCRE\v' u --=ri Llt ;! :Jj\ @ GUTTER STRAPS J r--\ 'AVE TRIM TK SCRE\v' ~ ;~ ~K ____ SCRE\v' CSEE-NDTE A) ~I ~~ CSEE NOTE A) " f'.. "-LAPTEK SCRE\v' "= 1 ...._ '.. @ 12" D.C. J ~~STANDARD GUTTER EAVE STRUT "'...___ GUTTER OUTLET OUTSIDE CLOSURE SIDE\v'ALL PANEL--I """' o 11-t---DD\v'N STRAP 1---r--__jl '--+-+--+--+--SEE DETAIL A-A ___ __J_...LJ~ N STRAP 0 LBO~ USE THIS METHOD FOR H . 3" GUTTER LAP FORMED TYPE DOwNSPOUTS. BOTTOM SIDE OF ·~ :-GUTTER SHD\v'N ""-PDP RIVETS AND CAULK ---• • • 1 (ouTLET \HOLE dp o, c:j) FASTEN TO DD\v'NSPOUT -" OUTLET \v'ITH PDP RIVETS ~ -----------------"'C'-"'U'-'-T---'-'TD=-'-F-"I-'-T _:F_,O"-'-Rc..cM"=E'--"'D-'='-0 U"'-T'-'L=-'E'-'-T TYP (4) PLACES DOwNSPOUT CONNNECTION/ GUTTER LAP DETAIL GUTTER CUT OUT FOR OUTLET ATTACHMENT H3" GUTTER LAP USE THIS METHOD FOR BOXED TYPE DOwNSPOUTS. BOTTOM SIDE OF GUTTER SHO'WN ."" I' !'--PDP RIVETS AND CAULK-• • • t- ab~o/c~ FASTEN TO , DD\v'NSPOUT I 'v'"' BENT TABS \v'ITH -1'--PDP RIVETS TYP (4) PLACES DOwNSPOUT CONNNECTION/ GUTTER LAP DETAIL 1 4" 3 I;!"v/ j_l/~ cuT LINEs~ LBEND LINES BEND TABS DO\v'N TO FASTEN DD'WNSPDUTS AS SHO\v'N AT LEFT. GUTTER CUT OUT FOR OUTLET ATTACHMENT \ LAPTEK SCRE\v' D/ ~UL TI-RIB PANEL ERECTION NOTES: -& -DD\v'NSPDUT STRAP c D -DO\v'NSPOUT '------' PDP RIVET C2) REQD PER STRAP DETAIL A-A MULTI -RIB PANEL CA) LOCATE CD TK ____ SCREw ON EACH SIDE OF MAJOR RIB ON ROOF PANEL. DESCRIPTION I DATE I APPROVED REVISIONS PAG£ No . Taking Pride In Building [xcel/ence JOB NUMBER: ...-;:- SENTINEl B_uit DING SYSTEMs r~c;ocr ~~7s'SQ~~~L 4Nj~~·st ?j'J) ALBION, N[ 68620 l'"'""":"":_ ___________ tD[~Sl~GN~· ~~ {JU (800) 327-0790 [---R[V• WI-IXJ>I>Id"f> DAT[: 1/06/05 I I . OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING. (CONSULT TYPICAL SPRING PAD CONFIGURATION YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) OPENING \JIDTH PAD LOCATiON FOR ADD!TfONAL SHAFT BRACKETS FOR DOORS OVER 18' -3' VIDE •• *See tro.ck deto.il for heo,drooM cteoro.nce diMensions **Not o.pplico.bte to full vertical track S.R. = MiniMUM Required SiderooM REV I DESCRIPTION I DATE I APPROVED REVISIONS ~ Taking Pride In Building Excellence PAGE No. SENTINEl Bun PING SYSTEMS~"=ox,cc-, ___ :::._ ____ __:::_ ___ ----rcJ=oe--co"u"'MB""sRc-. -~:::...:.::"-1 ~~~~; 2j ALBJDN, N£ 68620 ('"'"''::~'.:_' -------------~DE~SI~GN~· :::::=1 ZJ (800) 327-0790 r REV• cwsur ...... , DAT[: 1106105 l l. t L . ~ r I . 1 OVERHEAD STYLE DOORS ARE AN OPTION THAT MAY NOT BE PRESENT ON THIS BUILDING, 1 OVERHEAD DOOR SPRING PAD AND BACKHANG DETAILS CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS ENDWALL DOOR SPRING PAD FRAMING 1 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) I' /ENDWALL RAFTER____.- ~--~ !~~ T ----SPRING PLATE ./" i i L '0 ~ . ! i I l SIDE VIEW END VIEW (From Bldg Interior) I' l~~~\--~ ~HEADER TYP./ ~ 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS NOTE: Building Supplier does not provide material to back hang the track. ~ PURLIN TYP. z ~ 2"x3"x 16 ga. BACKHANG ANGLE TYP -...c::--, / L~-----DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL ~'------1'1-"---79'-"'--'----------PURLIN .v------------2"x 3"x 16 ga. BACKHANG ANGLE TYP =------DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL ~EAVE STRUT~ ~ ~F' F===========~ ~ I n L ____ l <r: ~' ~""'"t·~===l ~ _y~v-sPRING PLATE~ I r . \ . ' ;,'~ .C'"l L ' o lt--"T''t-':-~--j X I' tt--,..-----'"~---1 C\1 ~HEADER TYP. _/ ~ 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL f I I f t REV I DESCRIPTION ' I DATE l APPROVED REVISIONS To.king Pride In Building [xcellence PAG[ No. SrNT!NEI Bl!!• D!N(i SYSTEMS -...:cr JOB NUHB!:R• A D""'"" <:o'GliJIIA!,. """'"""'· ""- 237 SOUTH 4TH ST ALBION, N[ 68620 •or«:.s D[SJGN: R[V' (800) 327-0790 a.<>«a::-, DATi::: J/{)6105