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HomeMy WebLinkAboutApplication - Permit--...._ . --... Garfield County I NO~ 10340-- --~ Building & Sanitation Department 108 gh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 inspection Line-384-5003 VJobAddress . ~ ]c?d -=8 ;+iv CJ Nature of Work CLn ~ ----"-~ ~ (__y_~ ()___ . I· -• I \ -I /f l \' w //. ' '' I Owner I \(l I'{ --4 .)y;__.y I l 1, .A.__/ I \1 .1' .v r .-f! ~ I I JL<\,1 I I'-' I L--L..JI Contractor Qt ... "':(\~ ~ Amount of Permit$ ~s:{CJ3 · Y9 Date 3-7-07 ~-' ;;(40 8-}L//-DO-D(n 7 Clerk ~ ~ GARFI ELD COUNTY BUILDING PERM IT APP LI CA TI ON 108 8 ." Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945·8212 I Fu:: 970·384-3470 I Inspection Line: 970·384-5003 Pe~i t No: /034 CJ ,. s 2 3 4 5 (j 7 ' 8 Class of Work: Ill New 0 9 Garage: 0 0 10 0 11 12 NOTICE A SEPARATE ELECTRICAL PERMIT I S REQUIRED AND MUST BE ISSUED BY THE STATE OF' COLORADO. TH I S PERMIT BECOMES NULL AND VOID IF' WORK OR CONSTRUCTION AUTH ORIZED I S NOT COMMENCED WITHLN 180 DAYS. OR. IF' CONSTRUCTION OR WORI{ I S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. I H EREBY CERTIFY THAT I HAVE ·READ AND EXAMI NED THIS APPLICATION AND KNOW TH E SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COM PLETED WITHIN WHETH ER SPECIFIED HERE I N OR NOT. THE GRANTI NG OF A PERMIT DOES NOT P.RESUM E TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISI ONS OF ANY OTHE R STATE OR LOCAL LAW REGULATI NG CONSTRUCTI ON OR THE PERFORMANCE OF CONSTR ON . {,t ·• Parcel /Sch edule No Q Y O~ ft j I O()C' I 0 Altera tion Addition CJ Mov e On-Site Sewage Di s posal Tota l Fe e: O CC G r o up : :::::z=;j Zoning: Ma nu . Home: Carport: ijY Site Plan Co 'i( J 65o o Remove 0 S ingle CJ Double Dat e d Permit Iss u ed: Const. Type: Se tba c k s: ISDS No. & Fee: _ AGREEMENT PERMJSSI ON IS H EREBY GRANTED TO THE APPLICANT AS OWNER COI'ITRACTOR AN D /OR THE A GENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TH E STRUCTURE AS D ETAILED ON PLANS AND SPEC IFICATI ONS S UBMITTED TO AND REVIEWED BY T H E BUILDING DEPARTMENT. I N CONSIDERATI ON OF T H E I SSSUANCE OF THI S PERMIT, THE SI GNER. HEREBY AGREES TO C OMPLY WITH ALL B U I LDING CODES AND LAND USE REGULATIONS ADOPTED BY G ARFIELD 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 COM PILED WITH IN THE LCOATI ON. E RECTION . CONSTRUCTION. AND USE OF' THE ABOVE DESCRI B ED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT THEN AND TH ERE IT SHALL BECOM E NULL AN D VOID. THE I SSUANCE OF A PERMT BASED UPON PLANS. SPEC IFI CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUI LDING OFFI CIAL FROM THEREAFTER REQUI RING T H E CORRECT ION OF ERRORS I N SAID PLANS. SPEC I FICATIONS AND OTHER DATA OR FROM PREVENTI N G BUILDING OPERATION BEI NG CARRIED OJ\' T H EREUNDER WHEN I N VIOLATION OF THS CODE OR ANY OTHE R ORDINANCE OR REGULATI ON OF THI S JURISDICTION . THE REVIEW OF SUBMITTED PLAN S AND SPECI FICATIONS AND INSPECTIONS CONDUCTED T H EREAFTER D OES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBI LITIES OR LIABLITI ES BY GARFIEL D COUNTY FOR E RRORS. OMI SSI ON S OR DISCREPENCIES. THE RESPONSI BIU'IT roR rn£5' llEMS AND IMei.EMENTATION DURJNG CONSIRUCTION RESffi SI'ECI ~C IALCY WITH lliE AlrriCT=,;;uiGNXUILD ER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. ¥ ~;w:'\:)rcr~KN7 GETAAT IAAVERE<D ANDPdRSTi9~;?sABOVE3':)_07 ~). J ~ 1 'f ·-0 7 (Jr:ti-I b b '2; ? .f:r mtJ--re -e_. The following items are required by Garfield County for a final inspection: 1. A final E lectrical Inspection from the Colorado State E lectrical In s pector; 2. Permanent address assigned by Garfield County Building Department posted wh ere readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows ins talled, a complete kitchen with cabinets, a sink with hot & cold running water, no n-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A ll 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) step s mu st have handrails, guard rail s on balconies or decks over 30" high constructed to all me and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside s teps , dec ks and grading may be made upon the demon s tration of extenuating Circumstances, i .e. weather, but a Certificate of Occupancy w ill not be issued until all the required ite ms are completed and a final in spection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway ins tallation, where applicable; as well as any fi nal sig n off by the Fire Di stri ct, and/or State Agencies where applicable. 9. If you will be connectin g to a public water and/or sewer system, proof of the tap fees have b ee n paid and the connections in s pected by the service provider prior to issuan ce 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 O CCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I und e rstand and agree to abide by the above conditions for occupa/6use lj_d the issuance of a Certifi cate of Occupancy for th e dwellin g und er building permit # .3 D Signature Bpappli cationoctober2006 ;_,q _rn Date FEE ESTIMATE FINISHED LIVING SJ'ACE: X 14.61 = UNFINISHED BASEMENT: X 111.00 = CRAWL SPACE: X 9.00 = GARAGE: X 11.00 = UNCOVERED PATIO/DECK: X 12.00 = f COVERED PATIO/DECK: X 24.00 = ~ !::~fa~ 9-s: ~toe;] MISC. --------- TOTAL VALUATION: q n;Cj'(oj? T'LAN REVIEW FEE: fo C}7 . 7c:J- T'ERMIT FEE: 90 Lf 7 t$ TOTAL: /.69(3, f/-'[ I MANUFACTURED HOME SET UP FEE: ----+-1 ---- 1 SE'PTIC -'PERMIT: --+-- PERK:--+---- GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION 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 information 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 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 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 line and original grade. 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. A window schedule. A door schedule. A floor framing plan, a roof 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. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets 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 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the 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 surveyor's 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 'X, 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please referto Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes \( 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes INJ (16 4. Does the site plan indicate the location and direction of the County or private road accessing 2 the property? Yes ~ \ 5. Are you aware that prior to submittal of a building permit application 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 'X 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes _____ _ 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? YesV \u 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes'-41.----- 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes. __ +----- I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes t 1 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ' 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes_'+------- 13. 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? (Building height measurement usually not to exceed 25 feet) Yes 1 3 14. Does.the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorad9 Phase II certifications or phase II EPA certification? Yes No----,o+------- 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No--"-'------ 16. 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 IRC? Yes No__~,_ ____ _ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No ______ _ 18. 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--+'1--------- 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No. _ __,__ ____ _ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes I>( No _____ _ 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you mn the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes \i No _____ _ 22. Will this be the only residential stmcture on the parcel? Yes No Ifno-Explain: ______ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? 4 -\.l Yes._:_·\,__ ___ _ 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes lX No ___ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No_~~~-- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes No ______ _ 27. 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. _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the apflication of these changes? Yes t'X No ____ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes \>! No ·----- 30. 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 from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called~~ to 384-5003. Yes ~ No _________ __ 31. 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. _________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occup~ncy of the building? Yes~ No ____________ _ 5 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with t!te,IRC? Yes \\ No. ______ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes 1 No _______ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes 6) No· _______ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes '/ No (please check with the building department about this requirement) 3 7. 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 _____,\<.._· __ _ 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes ___,.,_· __ _ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. /-I D-(P Date Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, 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, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, 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 IOOOOft. 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-laymen! 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-38log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-10 be!'ow 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 haveR -19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Applicant ~PLAN REVIEW CHECKLIST . ~,) K 1/l-1(~ Date._j.,£3 ---"/L_--D--=--,1f------ )Yilding __dngineered Fo un dati on ilA:_Driveway Permit r:f~ \l. G ')-\ /~Site Plan > '$ () 1 ..)Lt1septic Permit and Setbacks ~~ffopography 30% -~ __ Attttaadch Residenti al Pl an Review Li st ----"Minimu m Application Que stionnaire ~Subdivi sion Pl at Notes !:!A__Fire Dep artment R ev iew ~tion Determination/Fees -~Pl a n s/Stamps/Sticker -~Conditions -~nSi gned ~iewer To Sign Application J/ IJ:.AO# Sn ow load Letter-Manf. Hms. J t4. Soils Report GENERAL NOTES: Planning/Zoning __ Property Line Set , cicks OA/DRC Approval rade/Topography 40% Subdivis ion Plat Notes -b'-- GARFIELD COUNTY BUILDING and PLANNING . Owner's agreement for a permit to build a garage prior to building a residence I, C]}~ !d CJ.!IIlii'> , state that the garage built as authorized by the permit for which I am applying will be used exclusively for storage of automobiles or personnel possessions and not for any residential dwelling or commercial purpose. I also state that a building permit for my home will be applied for and issued within one (1) year of this agreement. Name 1- Date 970 625 4181 ELKHORN CONSTRUC ,// "\ DYNAMIC S£J~VICCS May22, 2008 Mr. Randy Kirkpatrick 1232 South Cedar Springs Road Rifle, CO Reference: Residential Steel Building Hi-Strength Bolt Torque Test 09·07·30 07-09-2008 The toll owing are results of a torque test administered by Dynamic Services, of the hi- strength bolts in the above mentioned building. The procedure used was a Turn of the Nut process. Procedure is as follows: I. Hand tighten all structural nuts and bolts with wrench or impact wrench. 2. Mark all nuts and bolts with paint marker in one straight line from bolt to nut. 3. Hammer wrench nuts another lt.l tum, as allowed to see with marking line. 4. Torque wrench nuts to see resulting poundage. Results are as follows: I. Column to Rafter connections= 135 lbs. 2. Rafter to Rafter connections = 135 lbs. 3. Crane Beam connections = n/a 4. Pipe Strut connections = 1351bs. If you have any questions regarding the results of this test or the test itself. Please feel free to contact me at 307-679-6442. Rob Ziegler U?iZ~. Area Superintendent I Western Slope District Dynamic Services 212 Job·: Address : Client: Sheet 1 2 3-5 6-9 10-14 15 16 17 Copyright 2/07 CALCULATIONS FOR 40'-0" x 80'-0" Foundation Design Randy Welding & Trucking Inc . Rifle, CO 81650 RECEIVED FEB 2 7 2007 GARFIELD COUN TY BUILDING & PLANNING (These calculations apply to the job at th is address only.) General Steel [M15444] Index to Calculations FEB 2 1 2D07 Item Basis For Design Foundation Plan Reactions I Anchor Bo lt Settings Rigid Frame Footings Endwall Footings Slab Reinforcement Perimeter Turndown Base Ang le Attach ement Project Engineer Schaub --------------- Job# 0412-07 S.E. CONSULTANTS, INC. 5800 East Thomas Road, Suite 104 Scottsdale, Arizona 85251 Phone: (480) 946-2010 Fax: (480) 946-1909 BASIS FOR DESIGN DEAD LOADS LIVE LOADS See metal building manufacture for design loads. LATERAL STRESSES OF MATERIALS CONCRETE Footings Retaining Wall Reinforcing Weldable Reinforcing Structural Steel Soil Report: N/A 2003 International Building Code 2500 psi. fc= f'c = N/A psi. fy= fy= fy= Allow. Soil Bearing = Allow. Lateral Bearing = Soil Site Class = D 60000 psi. A-615, Grade 60 60000 psi. A-706, Grade 60 36000 psi. A-36, Grade 36 1500 psf 150 psf/ft PRELIMINARYUNLESSSEALEO ON EACH SHEEr OR ON COVER SHEET J>b: M L ~_t/1.1 '-1 Date: L.l'22 By: M5 J>b No.: ~l~-o'j_ SH .: ___l_ S.E. CONSULT ANTS, INC. ' i'l I o, 0 40'-0" OUT-TO-OUT OF" STEEL > ~-----L -~ .!'\e-' ~.~>4U~--1 . tJ.lW.f'VI. i r i Hold This Oim'cnsion 37'-;-a~ I J'--[ I -- 1 #;~fi<IP/AJ-5 i : I I --¥'$,LQ_" ~.i_ __ ------~--L ________ , J-( f I I I ! I • ! ! I I i --.£...__ FIELD I q q_ I q I q I q 00 0 1- o, ~ r"'QLUMN LINE I RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc. Bolt Bose Plate (in) Grout Line Line No D(in) W1d Len Thk (in) 2 ' A 2 • 0 4 0. 750 6.000 8.502 0.375 0.0 4 0.750 6.000 8.502 0.375 0.0 2 • Frome lines: 2 3 4 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frome Column ----Dead-----Collateral-----Live--------Snow------Wind_l1--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 • A 0.62 1.52 0.00 0.00 7.77 16.40 7.77 16.40 -3.29 -5.30 2 • 0 -0.62 1.52 0.00 0.00 -7.77 16.40 -7.77 16.40 0.17 -3.20 Frome Column --Wind__L2-----Wind_R.2-----LnWind_l----LnWind 2---Seismic__l-- Horiz vert Horiz Vert Line Line Horiz Vert Horiz Vert Horiz Vert 2 • A -3.08 -3.15 0.08 -1.04 -0.70 -5.82 2 • 0 -0.08 -1.04 3.08 -3.15 0.86 -4.93 Frome Column ---LnSeis----F1UNB_SL 1--·F1UNB_SL 2- Line Line Horiz Vert Hor/z Vert Horiz Vert 2 ' A 0.00 -2.70 5.86 5.93 5.78 18.66 2 • 0 0.00 -2.70 -5.78 18.66 -5.86 5.93 2 • Frome lines: 2 3 4 -0.86 -4.93 -0.59 -0.39 0.70 -5.82 -0.59 0.39 ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES -------------------Column_R.eoctions (k )------------------- FRAME LINE --Wlnd_R.1--- Horiz Vert -0.17 -3.20 3.29 -5.30 -Seismic_R-- Horiz Vert 0.59 0.39 0.59 -0.39 Out-Of-Pione ----------------------- Frm Col Dead Coli Live Wind-Left Wind-Right Wd P Wd S Anc. Bolt Bose Plate (in) Grout Line Line Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz NoD(in) Wid Len Thk (In) ------------------------ 1 A 0.2· 0.0 1.9 0.0 -0.8 0.0 -0.4 0.0 0.0 2 0.750 2.750 6.000 0.250 0.0 1 B 0.5 0.0 6.4 0.0 -2.5 0.0 -1.6 -1.2 1.3 2 0.750 2.750 6.000 0.2SO 0.0 1 c 0.5 0.0 6.4 0.0 -1.6 0.0 -2.5 -1.2 1.3 2 0.7SO 2.750 6.000 0.250 0.0 1 0 0.2 0.0 1.9 0.0 -0.4 0.0 -0.8 0,0 0.0 2 0.750 2.750 6.000 0.250 0.0 5 0 0.2 0.0 1.9 0.0 -0.8 0.0 -0.4 0.0 0.0 2 0.750 2.750 6.000 0.250 0.0 5 c 0.5 0.0 6.4 0.0 -2.5 0.0 -1.6 -1.2 1.J 2 0.750 2.750 6.000 0.250 0.0 5 B 0.5 0.0 6.4 0.0 -1.6 0.0 -2.5 -1.2 1.3 2 0.750 2.750 6.000 0.250 0.0 5 A 0.2 0.0 1.9 0.0 -0.4 0.0 -0.8 0.0 0.0 2 0.750 2.750 6.000 0.250 0.0 BRACING REACTIONS, PANEL SHEAR ± Reactions (k ) Panel ---Wall--Col --Wind----Seismic-Shear Loc Line Line Horz Vert Horz Vert (lb/ft) ----------------------------- L__EW 1 29 f_SW 0 2 ,3 1.8 1.1 1.7 1.0 R_EW 5 29 a_sw A 2 ,1 1.8 1.1 1.7 1.0 / /4" \ Dia-3 S'Jl I ro[ I 8" I c :r;-~rJ 1 s L j _j 3: ~ M DETAIL A W N Di a-3/4" I 8" I c I c a: ~ ~ [Jo---;,J} ~ VI - j __J 'N ;., " 3: w DETAIL B N Oia-3/4" 6" I I ~-T-="J { oio "•· N I -0:0 ,-2" co I ---'---.-w 8" 1 1/2" 1 1/2" See Plan J DETAIL c Dio= 3/4" 3: w co DETAIL D ,, J sw _J ' GENERAL NOTES 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF GENERAL STEEL PRODUCTS. 2. THE BUILDING REACTION DATA REPORTS THE LOADS M-IlCH THIS BUILDING PLACES ON THE FOUNOA llON. 3. ANCHOR SOL TS SHALL BE ACCURATELY SET TO A TOLLERANCE OF +/-1/SR IN BOlH ELEVATION AND LOCATION. ANCHOR BOLTS ARE TO BE TYPE A36. 4, COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED A BEARING PRESSURE OF 1 125 POUNDS PER SQUARE INCH. 5. CONTRACTOR The conctractor must submit in writing any requests for modifications to the plans and specifications end no structural changes from the approved plans shall be mode in the field, unless prior to making changes, written approval is obtained from the engineer. Shop drawings submitted to the engineer for review do not constitute ~in writing~ unles it Is noted that specific changes are being requested. If changes are mode without written approval, such changes shall be the legal and financial respansabluty of the contractor, sub-contractors or whomever is involved and it will be their responsability to replace or repair the conditions as directed by the engineer. Contractor shall provide oil temporary bracing, shoring, guying or other means to avoid excessive stresses and to hold structural elements in place during erection. The provisions shall remain in position until sufficient permanent members ore erected to insure the safety of the partially erected structures. The contract structural drawings and specifications represent the finished structure. Observation visits to the site by the engineer shall not Include inspection of the above items. The above notes and specifications shall meet or exceed oil state • and local requirements .before erection. The undersigned engineer will not supervise the fabrication or erection of this structure and is not the engineer of record for the overall project. L-----~--------------------------------------~~ MATERIAL SPECS NOTES FOR REACTIONS Building reactions are based on the following building data: STEEL< .10' THICKNESS-ASTH AS70 MIN. Fy :::: 55 KSI = 40.0 = 80.0 STEEL > .tO' THICKNESS-ASTH A529 HIN. Fy , 50 KSI ROOF SHEET ASTH A-446 GR. D 26 GA. HOT RiJLLED SHAPES-ASTH A-36 MIN. Fy :::: 36 KSI Width {ft) Length (ft) Eave Height {ft) Roof Stope {rise/12 ) Dead Load (psf ) Collateral Load (psf ) Live Load (psf ) Snow Lood {psf ) Wind Speed (mph ) Wind Code _ 14.rs14.0 = 1.0 1.0 -.5 WELD ElECTRODEs--E 70 XX SERIES CABLE E.H.S. ASTH A475-72A ANCHOR Bll.TS---ASTH A-~7 OR ASTH A-36 STRUCTURAL BILTs--ASTH A-307, A325, A490 EXPANSION BOLTs--I.C.B.D. I t372 NCm!: AT 1/J"D.f DOOR..._ LOCAlDII. 1/J"DP._. IOI.TI MY • ._, If LBI Clll' AHCHOII IMX.Tt. SEE TABLE ANCHOR BOLT DETAIL NOTE: ANCHOR BOLTS SHAlL BE SUPPUED BY THE CONCRETE CONTRACTOR. Exposure Closed/Open Importance -Wind Importance -Seismic Se1smic Zone Seismic Coeff (Fa*Ss) ld Description 1 DL+CL+SL 2 0.60DL+WL1 3 0.60DL+WR1 4 0.60DL+LnWnd1 5 0.60DL+LnWnd2 6 DL+CL+Aux_1 7 DL+CL+Aux_2 8 0.60DL+WL1+WS 9 0.60DL+WP+LnWnd1 10 0.60DL+WR1+WS = 0.0 = 41.0 = 41.0 = 90.0 -tee -c -c = 1.00 = 1.00 -c -0.58 ANCHOR BOLT SUMMARY ------------------------ Total Bend Qnt Loc Dio Len Len {in) {in) {in) ------------------------ 0 16 EW 3/4" 0 24 RF 3/4" 0 2 W8 3/4" 03 \ ----- Proj {in) ----- 2.00 2.00 2.00 ' s Rigid Frame Footing F.L. 2-4 1a. X ( 4) -3/4" d' (A307) 24" -#5 b ars x -ong -sa 0 4" I b n 4" a. b. c. embed .bb: . WI std. hooks under hor. Rein legs hairpins i 30" + I - ------------------------~------~ I I I Ill ._ ,__ T 12 11 + .._ 3"clr 4'-6" 10" ~ 18"x18"Pierw/(4) w/ 3" hooks under h ----.. ~ -#5 vert. ori. Rein. "----#5 bars@ 12" o.c. (eachway) ~ -(2) -#4 t w/#4 ba ies Top 5" rs 4'-6" ------- r·----- @ I l_ @ --- ------- +12" -+ 12" o.c. below ~ 3"clr ---------------.---30 deg --- -1 -- __ ,... ----· ---·~ I I _I_ #5 bars x 8'-0" long : legs hairpins @ ~·~ -_L 4" I I -: 18" x 18" Pierw/ (4)-#5 vert. ----- 1 w/ 3" hooks under hori. Rein. I I -I ~ ...... -....... I ------------' ....... - fc = 2500 psi fy = 60000 psi PRELl MIN ARY UN LESS SEALED 0 N EACH SHEET 0 R 0 N CO Vffi SHEET H LS'It.itl Date: &< lo2 By: 1W..5. .bb No.: QUl'l. -o7 SH.: ~ S.E. CONSULTANTS, INC. S.E. Consultants, Inc. 5800 E. Thomas Rd., Ste. 104 Scottsdale, AZ 85251 Steven W. Schaub, P.E., S.E. Rev: 580002 Title: Dsgnr: Description : Scope: Job# Date: 3:28PM. 19 FEB 07 User: KW-0602060, Ver 5.8.0, 1-Dec-2003 {c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 1 Description Rigid Frame Footings General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Loads Applied Vertical Load ... Dead Load Live Load Short Term Load 1,500.0 psf 1.330 4 2,500.0 psi 60,000.0 psi 145.00 pet 0.00 psf 1.520 k 16.400 k k Code Ref: ACI318-02, 1997 UBC. 20031BC, 2003 NFPA 5000 Dimensions ... Width along X-X Axis Length along Y-Y Axis Footing Thickness Col Dim. Along X-X Axis Col Dim. Along Y-Y Axis Base Pedestal Height Min Steel% Rebar Center To Edge Distance ... ecc along X-X Axis ... ecc along Y-Y Axis 0.000 in 0.000 in 4.500 ft 4.500 ft 12.00 in 18.00 in 18.00 in 18.000 in 0.0014 3.00 in Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments ... (pressures @ left & right) k-ft (pressures @top & bot) k-ft Dead Load Live Load Short Term Applied Shears ... Dead Load Live Load Short Term Summary k-ft k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k k k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k 4.50ft x 4.50ft Footing, Footing Design OK 12.0in Thick, w/ Column Support 18.00 x 18.00in x 18.0in high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,054.1 1 ,054.1 psf MaxMu 1.705 k-ft per ft Allowable 1,500.0 1,995.0 psf Required Steel Area 0.259 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses .... Vu Vn"' Phi "Y' Ecc, of Resultant 0.000 in 0.000 in 1-Way 10.526 85.000 psi X-X Min. Stability Ratio No Overturning 1.500 :1 2-Way 23.307 170.000 psi Y-Y Min. Stability Ratio No Overturning \Footing Design Acl C-3 Shear Forces ACI C-1 ACI C-2 Vn *Phi Two-Way Shear 23.31 psi 19.05 psi 1.04 psi 170.00 psi One-Way Shears ... Vu@ Left 10.53 psi 8.60psi 0.47 psi 85.00 psi Vu@ Right 10.53 psi 8.60psi 0.47 psi 85.00 psi Vu@ Top 10.53 psi 8.60 psi 0.47 psi 85.00 psi Vu@ Bottom 10.53 psi 8.60 psi 0.47 psi 85.00 psi Moments ACI C-1 ACI C-2 8llid. Ru I Phi As Reg'd Mu@ Left 1. 71 k-ft 1.39 k-ft 0.08 k-ft 23.4 psi 0.26 in2 perft Mu@ Right 1.71k-ft 1.39 k-ft 0.08 k-ft 23.4 psi 0.26 in2 per ft Mu@ Top 1.71 k-ft 1.39 k-ft 0.08 k-ft 23.4 psi 0.26 in2 perft Mu@ Bottom 1.71k-ft 1.39 k-ft 0.08 k-ft 23.4 psi 0.26 in2 perft I 7 S.E. Consultants, Inc. 5800 E. Thomas Rd., Ste. 104 Scottsdale, AZ 85251 Steven W. Schaub, P.E., S.E. Title: Osgnr: Description : Scope: Job# Date: 3:28PM. 19 FEB 07 Rev: 580002 User: KW-0602060, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 2 Description Rigid Frame Footings I Soil Pressure Summary Service Load Soil Pressures Left Right DL + LL 1.054.10 1.054.10 DL+LL+ST 1,054.10 1,054.10 Factored Load Soil Pressures ACI Eq. C-1 1,718.71 1.718.71 ACI Eq. C-2 1,441.91 1.441.91 ACI Eq. C-3 198.06 198.06 ACI Factors (per ACI318-02, applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST .... seism'1c = ST * : 1.400 ACI C-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1.100 Used ·,n ACI C-2 & C-3 0.750 0.900 1.300 Top Bottom 1,054.10 1,054.10 psi 1,054.10 1,054.10 psi 1,718.71 1,718.71 psi 1,441.91 1,441.91 psi 198.06 198.06 psi Add"l"1.4" Factor for Seismic Add"l "0.9" Factor for Seismic 1.400 0.900 I S.E. CONSULTANTS, INC. FOOTING UPLIFT & SHEAR CHECK 5800 East Thomas Road, Suite 104 Scottsdale, AZ 85251 (480) 946-2010 Fax (480) 946-1909 PROJECT: Rigid Frame Uplift Check (WL +.6DL) 5.3 Uplift Reaction (kips) Y Due to Wind? Verify Adequate Uplift Resistance 20.00 Grade Beam Length (feet) 4.5 Footing Size (feet) Footing Area= 20.25 1 Footing Thickness (feet) 2.5 Depth Below Grade (feet) 1.5 Pier Size (feet) Pier Area = 2.25 Y Include Slab Wt.? 4 Width of Slab to be included 4 Slab Thickness (inches) 2.5 Grade Beam Depth (feet) 1 Grade Beam Width (feet) Interior Grade Beam Width of building (feet) Interior Grade Beam Depth (feet) Interior Grade Beam Width (feet) FOOTING WEIGHT (kips) PIER WEIGHT (kips) SOIL WEIGHT (kips) SLAB WEIGHT (kips) GRADE BEAM WEIGHT (kips) 0.00 0 0 3.0 0.6 3.0 2.0 8.5 0.0 17.1 10.3 5.3 O.K. 0.52 INTERIOR GRADE BEAM WEIGHT (kips) TOTAL RESISTANCE= TR (TR"0.6) MINIMUM RESISTANCE Uplift Ratio Verify Adequate Anchorbolt & Concrete Resistance to Uplift 4 # of Anchor Bolts 0.75 Anchor Bolt Diameter 10 #threads/inch (n) 6.39 Tensile A.B. Resistance (kips) 4.42 A.B. Shear Resistance (kips) 2.25 Concrete Uplift Resistance (kips) for 1 bolt 3.25 Concrete Shear Resistance (kips) for 1 bolt 6 Total Concrete Resistance (kips) Results: Concrete has adequate uplift resistance 0.625 24 2500 60000 17.50 0.30 Concrete Compressive Resistance (fc, psi) Fy of Rebar (psi) Concrete Bearing Resistance Ratio 211912007 Lateral Load Check 8.39 Total Lateral Load (kips) N Due to Wind? 3.25 Lateral Load Resistance (Concrete, kips) N.G. ~ Hairpin Rebar Required 1 Number of Hairpins 0.625 Diameter of Hairpin (inches) 96 Length of Hairpin Leg (inches) 14.73 ACI Req'd Hairpin Development Length Hairpin length O.K. 28.27 Allowable Tensile Capacity 14.73 Allowable Shear Capacity Hairpin O.K. A.B. Dla n 0.5 13 0.625 11 0.75 10 0.875 9 1 8 1.25 7 1.5 6 ENDWALL FOOTING@ FL 1A, 1 D, SA, 50 (2) -3/4" dia. (A307) X 24" ~ embed. WI std. hooks under hor. Rein ~ Slab on a.b.c. .bb: i ///-=:=;;; ~~----t~ 12" x 12" Pier w/ ( 4 )-#5 vert. wl 3" hooks under hori. Rein. 3o" T 12" t 2'-6" 3"clr 2'-6" 3" I (2) -#4 ties Top 5" w/#4 bars 12" o.c. below 3" clr 12" x 12" Pier w/ (4)-#5 vert. wl 3" hooks under hori. Rein. 9-112" ± '--@-o--@--------+-! ----,-----\ -------2:1/2-;.._. >1'----,.y----------------: L ,;d_, fc = 2500 psi fy = 60000 psi PRELl MIN ARY UN LESS SEALED 0 N EACH SHEET 0 R 0 N COVER SHEET 111::5 q i(t./ Date: '2-~2 By: )u2_S. .b b No.: n'::ll z -t:' 2 SH.: ~ S.E. CONSULTANTS, INC. ENDWALL FOOTING@ F.L. 18, 1C, 58, 5C (2) -3/4" dia. (A307) X 24" -Slab on a.b.c. embed. WI std. hooks under hor. Rein .bb: i ///==:_;;; 12" x 12" Pier w/ (4)-#5 vert. w/ 3" hooks under hori. Rein. 3o" T 12" t 3 11 clr 2'-6" 2'-6" , , ------·------------ (2)-#4 ties Top 5" w/#4 bars 12" o.c. below 3" clr @ @ ..______ : ' -----------+ 12" x 12" Pier w/ ( 4 )-#5 vert. 1 w/ 3" hooks under hori. Rein. I I 2-1/2" 3" I I I -----------------T-----------1 , .l. +12" __.. fc = 2500 psi fy = 60000 psi PRELl MIN ARY UN LESS SEALED 0 N EACH SHEET 0 R 0 N COVER SHEET J-.1 L 5"t/IJ.. ':1.. Date: '2Lt:J? By: ~ .bb No.: t::JYL2-o7sH.: _lL .~ S.E. CONSULTANTS, INC. S.E. Consultants, Inc. 5800 E. Thomas Rd., Ste. 104 Scottsdale, AZ 85251 Steven W. Schaub, P.E., S.E. Rev: 580002 User: KW-0602060, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: General Footing Analysis & Design Description Endwall Footings Job# Date: 3:29PM, 19 FEB 07 Page 1 General information Code Ref: ACI318-02, 1997 UBC, 20031BC. 2003 NFPA 5000 Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Loads Applied Vertical Load ... Dead Load Live Load Short Term Load 1.500.0 psi 1.330 4 2,500.0 psi 60,000.0 psi 145.00 pel 0.00 psi 0.500 k 6.400 k k Dimensions ... Width along X-X Axis Length along Y-Y Axis Footing Thickness Col Dim. Along X-X Axis Col Dim. Along Y-Y Axis Base Pedestal Height Min Steel% Rebar Center To Edge Distance .ecc along X-X Axis .ecc along Y-Y Axis 0.000 in 0.000 in 2.500 It 2.500 It 12.00 in 12.00 in 12.00 in 18.000 in 0.0014 3.00 in Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments ... (pressures @ left & right) k-It (pressures@ top & bot) k-ft Dead Load Live Load Short Term Applied Shears ... Dead Load Live Load Short Term Summary k-It k-It Creates Rotation about Y-Y Axis (pressures @ left & right) k k k k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k 2.501! x 2.50ft Footing, Footing Design OK 12.0in Thick, w/ Column Support 12.00 x 12.00in x 18.0in high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,283.8 1,283.8 psi MaxMu 0.534 k-ft per ft Allowable 1,500.0 1,995.0 psi Required Steel Area 0.259 in2 per It "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses .... Vu Vn • Phi "Y' Ecc, of Resultant 0.000 in 0.000 in 1-Way 0.000 85.000 psi X-X Min. Stability Ratio No Overturning 1.500 :1 2-Way 7.967 170.000 psi Y-Y Min. Stability Ratio No Overturning \Footing Design Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn *Phi Two-Way Shear 7.97 psi 6.48 psi 0.30 psi 170.00 psi One-Way Shears ... Vu@ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu@ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu@ Top 0.00 psi O.OOpsi 0.00 psi 85.00 psi Vu@ Bottom 0.00 psi 0.00 psi 0.00 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru I Phi As Reg'd Mu@ Left 0.53 k-ft 0.43 k-ft 0.02 k-It 7.3psi 0.26 in2. per It Mu@ Right 0.53 k-ft 0.43 k-It 0.02 k-It 7.3 psi 0.26 in2 per It Mu@ Top 0.53 k-ft 0.43 k-ft 0.02 k-ft 7.3 psi 0.26 in2 per It Mu@ Bottom 0.53 k-It 0.43 k-It 0.02 k-It 7.3 psi 0.26 in2 perft I /2. S.E. Consultants, Inc. 5800 E. Thomas Rd., Ste. 104 Scottsdale, AZ 85251 Steven W. Schaub, P.E., S.E. Rev: 580002 Title: Dsgnr: Description : Scope: Job# Date: 3:29PM. 19 FEB 07 User: KW-0602060, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 2 Description Endwall Footings I Soil Pressure Summary "" • Service Load Soil Pressures Left Right DL + LL 1,283.80 1,283.80 DL+LL+ST 1,283.80 1,283.80 Factored Load Soil Pressures ACt Eq. C·1 2,104.52 2,104.52 ACt Eq. C-2 1,748.60 1,748.60 ACI Eq. C-3 202.50 202.50 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C·1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST .... seismic= ST * : 1.400 ACI C-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1.100 Used in ACI C-2 & C-3 0.750 0.900 1.300 Top Bottom 1,283.80 1,283.80 psi 1,283.80 1 ,283.80 psi 2,104.52 2,104.52 psi 1,748.60 1,748.60 psi 202.50 202.50 psi Add" I "1.4" Factor for Seismic Add"I"0.9" Factor for Seismic 1.400 0.900 I /S S.E. CONSULTANTS, INC. FOOTING UPLIFT & SHEAR CHECK 5800 East Thomas Road, Suite I 04 Scottsdale, AZ 85251 (480) 946-2010 Fax (480) 946-1909 PROJECT: Endwall Columns Uplift Check 2.5 Uplift Reaction (kips) Y Due to Wind or Seismic? Verity Adequate Uplift Resistance 14.00 Grade Beam Length (feet) 2.5 Footing Size (feet) Footing Area= 6.25 1 Footing Thickness (feet) 2.5 Depth Below Grade (feet) 1 Pier Size (feet) Pier Area = Y Include Slab Wt. ? 4 Width of Slab to be included 4 Slab Thickness (inches) 2.5 Grade Beam Depth (feet) 1 Grade Beam Width (feet) 0.9 FOOTING WEIGHT (kips) 0.3 PIER WEIGHT (kips) 0.9 SOIL WEIGHT (kips) 1.4 SLAB WEIGHT (kips) 6.0 GRADE BEAM WEIGHT (kips) 9.4 TOTAL RESISTANCE 3.8 MINIMUM RESISTANCE (=1.5xUplift) O.K. 0.40 Uplift Ratio Verify Adequate Anchorbolt & Concrete Resistance to Uplift 2 # of Anchor Bolts 0.75 Anchor Bolt Diameter 10 #threads/Inch (n) 6.39 Tensile A.B. Resistance (kips) 4.42 A.B. Shear Resistance (kips) 2.25 Concrete Uplift Resistance (kips) for 1 bolt 3.25 Concrete Shear Resistance (kips) for 1 bolt 3 Total Concrete Resistance (kips) Results: Concrete has adequate uplift resistance 0.625 18 2500 60000 6.56 Concrete Compressive Resistance (fc, psi) Fy of Rebar (psi) Concrete Bearing Resistance 0.38 Ratio 17.04 Tensile Anchorbolt Resistance (kips) Anchorbolts O.K. 0.15 Anchor Bolt Ratio 2/19/2007 A.B. Dia 0.5 0.625 0.75 0.875 1 1.25 1.375 1.5 n 13 11 10 9 8 7 6 6 Item Slab Reinforcement The sub-grade drag equation is used for shrinkage crack control. This equation is only for crack control and is not suitable for structurally active steel. Deformed Bars, Grade 60 Bar Size Bar Spacing (in. o.c.) Steel Area, As (sq.in. I It) Welded Wire Fabric Equlvant Plain (smooth) Wire minimum yield 75 ksi Steel Area, As (sq.in. I It) # 3 18.0 2 # 3 12.0 3 # 4 24.0 4 #4 18.0 5 #4 16.0 6 #4 12.0 7 #5 24.0 8 #5 18.0 0.0736 0.1104 0.0982 0.1309 0.1473 0.1963 0.1550 0.2067 As = F * L * w I (2 *Is) where, 6 x 6-W1.4xW1.4 6 x 6-W2.0xW2.0 6 x 6-W2.9xW2.9 6 x 6-W4.0xW4.0 4 x 4-W1.4xW1.4 4 x 4-W2.0xW2.0 4 x 4-W2.9xW2.9 4 x 4 -W4.0xW4.0 As = the cross-sectional area of reinforcing steel, (sq.in. Itt) of slab width F = coefficient of friction between base and slab, 1.5 L = slab length between free ends, feet, in the direction of the steel w = weight of the concrete slab, psf Is = allowable steel stress, psi Area of steel required for below slab -shrinkage control. actual slab thickness = L= 4.00 inches 10.0 feet 2 Reinforcment Type = Welded Wire Fabric F = 1.5 w= 50psf Is = 30000 psi As= F*L*wl(2*fs) = Reinforcement Discription 6 x 6-W1.4xW1.4 0.0125 sq.in. I It of slab width Actual Area, As (sg.in./ftl 0.028 Reinforcement is adequate. PRELIMINARY UN LESS SEALED 0 N EACH SHEEr OR ON COVER SHEEr 0.0280 0.0400 0.0580 0.0800 0.0420 0.0600 0.0870 0.1200 .bb: I:1_1Stf~ Date: :zlo? By: ':U1$_ .bb No.: d-112':12.2 SH.: ~ S.E. CONSULTANTS, INC. Job: Perimeter Turndown -Slab on 4" A.B. C. -6"x6"-W1.4xW1.4 WWM f 30" bela! 0 • Natural grade (2) -#5 bars (top & batt.) cont. 1 • 0 +-12" 1 CHECK FOR MINIMUM REINFORCEMENT: ( 30" + 4") X ( 12") X 0.002 IN 2 = 0.8161N 2 USING (4) -# 5 BARS= 1.2271N 2 REINFORCEMENT OK! Perimeter Turndown is to be minimum of depth as indicated above, unless frost depth is greater than value indicated. In that case the perimeter turndown shall be set at the frost depth elevation. PRELl MIN ARY UN LESS SEALED 0 N EACH SHEET 0 R 0 N COVER SHEET J-4 L~~~q Date: 2/.a2 .,-By: ~ .bb No.: ~2-o2 SH.: ~ S.E. CONSULTANTS, INC. ·,· ..bb: Base Angle Attachment I walkdoor anchor bolts use (2)-1/2" dia. X 2 1/4" embed. "Wedge -All" simpson anchors ICBO #ER-3631 use .145 in. dia. X 1-1/4" embed. Simpson powder- actuated fastener system @ 24" o.c. ICBO #4546 framed opening anchor bolts less than 20' wide use (2)-5/8" dia. X 4-1/2" embed. "Wedge -All" simpson anchors ICBO #ER-3631 PRELl MIN ARY UN LESS SEALED 0 N EACH SH EEf 0 R 0 N COVER SHEET ).( 1.5'1'1':/_ Date: 2.lo2 By: ~ ..bb No.: 01//2.•(22 SH.: J2_ S.E-CONSULTANTS, INC. i 01 ;-~ ', -1-' .3 I '::) I _J --i ') <:( d '" c-·- I ',l -. 3) J_ "' ~~ I 0 c: I I I "'T" I ' 1 I'+, 1'1-' .. ..-; ') '" '.L ___ , I " }D -""" I~ i i ! \ \ '. : ! •<, 1 I ' '\ '' Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information Ass~ssor/Tr~asurerPropt:rty Scar<::h I Assesfim:_SuiLs!!.lQ!JeiY I Assessor Sales Seat:ch CJeJ·k&RecorderReception Semch Basic J;luilding Characteristic1i I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o24 II R007279 II 240314100067 II 44.867 I Owner Name and Mailing Address !HARRIS, LORI I !KIRKPATRICK, RANDY I 11077 COUNTY ROAD 335 I !siLT, co 81652 I Legal Description lsECT,TWN,RNG:14-7-93 DESC: A TR IN ITHE NWNE CONT 5.004 A C. AKA LOT 3 !CEDAR SPRINGS RANCH EXEMPTION. IPRE:R246992 PRE:R247107 AND/THRU:T ITO:R247109 BK:1760 PG:15 IRECPT:689660 BK: 1760 PG: 14 IRECPT:689659 BK:1270 PG:508 I IRECPT:584791 BK:1228 PG:417 IRECPT:575235 BK: 1192 PG:757 IRECPT:564979 BK:0895 PG:0117 IBK:0826 PG:0499 Location IIF=========P=hy=s=ic=ai=A=d=d=re=ss=:~I,IR~I~F=LE~--------------~~~ http://www .garcoact.com/assessor/parcel.asp ?Parce1Number=2403141 00067 3/2/2007 Parcel Detail Page 2 of3 I Subdivision: I Land Acres: 115.004 I Land Sq Ft: llo Section II Township II Range I 14 II 7 II 93 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 82,oooll 23,7801 I Improvements: oil 0 I Total: 82,oooll 23,7801 Sale Date: 1112/28/2005 Sale Price: 1185,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm/Ind lo I Buildings: No Building Records Found Tax Information I Tax Year Transaction Type Amount I I 2006 Tax Amount $1,066.921 I 2005 Tax Payment: Whole ($1 ,071.98)1 I 2005 Tax Amount $1,071.981 2004 Tax Payment: Whole I ($1,417.62)1 2004 Tax Amount $1,417.621 2003 Tax Payment: Whole ($1 ,576.06)1 2003 Tax Amount $1,576.061 2002 Tax Payment: Whole ($1,112.72)1 2002 Tax Amount $1,112.721 2001 Tax Payment: Whole ($5.00)1 2001 Tax Payment: Whole ($8.28)1 2001 Tax Amount $5.001 http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=2403141 00067 3/2/2007 Parcel Detail II 2001 II Tax Amount II $8.2811 Top of Page Assessor Database Search. Options I Irettsttrer Database Semch Options !;:Jerk & Recorder Database Search Options QarfieldC:ounty Home Page Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www .garcoact.com/assessor/parcel.asp ?Parce1Number=2403141 00067 3/2/2007 GOL:JTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at -~·~/2~~'--·-) __ S~u.L>· =~-'-· c.'---''l~~Hf,~~--~'~'----'· =~::~.:<~ Permit No. j () 3l...f O I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 20 ------------------------ Building Inspector --------------------------------- Phone (970) 945-8212 No. _J1?3t.fD Ownert:\1 rf tcpa:..x o C Contractorb G.::Jf\er- Assessor's Parcel No."d4D3·LYUDD· oro? 1 + Date 3-7-(::)7_ ·---\CJ ~ c~;:~\~&u. -.........,............ Phone #?!>J1.o-~% Address Phone fl2?CJ ~ DYd, ( Setba~s: fl F~o~t~ . . Rear RH LH Zoning S"ton!.L /~V\..1L..~ · SPECTIONS Soils Test Y"! J fir ,cJ L.L'S.L Weatherproofing ___________ _ Footing ~~~ On/tJ Mechanical Foundation~ 0 Electrical Rough (State) Grout -~ _ Electr~al Final (State) S-.d3-t:J 8 6tr Mt2..._ Underground Plumbing Final 'k 8·08 /Checklist Completed? 2fh"L Rough Plumbing Certificate Occupancy # ________ _ Framing Date ____________ _ Insulation Septic System # ___________ _ Roofing Date ------------- Drywall Final ____________ _ Gas Piping , Other ---------------- JY~~ ~ b.-P. TES WU!/~~~ ~f{L~ (continue on back) BUILDI.NG PERMIT GARFIELD COUNTY, COLORADO Dat~ Issued.3.::.7~.f>.LZoned Area ............................... Permit No .. .J.O.'::!t~+~ ...... .. 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, erection and construction of the above described structure, the permit may then be revoked by notice from t e County Buildinf Inspector and IMMEDIATELY BECOME NULL A D OlD. ~ \ ~ ly 0 . This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Foe l_nspectiont C~1.ll ~8~t-5nn.:; ION gth .Stn:ei Glem\O(Jd Springs, Colorado APPROVED DO ['(OT DESTROY THfS CARD oa;J~.-,o7 By f'~/TB IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC