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Home My WebLink AboutBP & DOCS - 06-00278 - Brentwood Apartments - CarportsZ ~ .~ N '"~' ~ S ~ y ~' _ ~ 1 ~ ~ W~~~ ~ a . m ~. R ~ ~ , ; ~ ~ ~ r C ~ ~D ~ ~Q y ~ cD ~ cp y ~• p n S~ D ~ 'gam y ,~' c c~ 'o m o ~ N ~ p 0= ~ o.~ ~~~ Z ~ ~ _ N C! a -o a ~ 3 m -i ~; 3. ~ d-' f ~.~ ~ m 111 O ~' -o . ~ a N y C1 ~ ~ . ., O ~ to n w ~ r- y n ~ o ~ c ~ ~ ~ ~° ~ A ~ 0 Ol O Q. ~ ~ o c ' ° C m O ~ ~ ~p ~ ~ ~ W ~ m - ~ c ' ' ° 'gym v O Z -e~ooa; ae1; a arty, _ o O ~ ~ N m -I 5~ ~ ~ ooz es ~ ' m ° "i O 0 a~ ~ ~ Q o ~ x ~ ~ C ~ W C y t/! ~ K 3 - ~ ~ r- 3 ~ ~ 3 ~ . ~ C ~ y '~ p W o~ ' ~~ 3 _ ~ 4 _ ~ ~ y Q ~ ~ T ~ "D~ t ae~~Q' o ~ o m ~ sa: v 3 ~ W ~ ~ ~' o .~ a ~ Z D ~ o ~. s S ~~ ~ ~ e O _ Z c~ '~ n 7 7 ~ ~ ~v = ~z ~o D = a n< N ~ o ~ ~ o _ = n Q ~G v m ... a'~'y,o m n D r ~ ~ 0.~~ - o o ° ~ ° m ~ ~ ~ _ "°' y S`D ~ ^Z _ ~'o 0 w m~ o.~ = ~ O n YI O.~Q 3 3 C N 3 ~ E a ~ c ~ ~ ~oo~o ~ ~ m c . ~,~ ~ ~. ~a y n n Z ~ ~ m .~ m m ~ o-z ~ ~ ~ n C '~ ~ ~ (p' ~ Z N ~ O O W -oa O ~~ D w I w 0 L g m N O) Z W Q m m /~ ~k C v O .^ i~ 0 0 N s;' ~'~'r s ~'~ OA T ~K o ~ .~ • pk1,~p n a ~ ., ~ ~ y '~ n ~ a ~ /'1 b c0 ~. ~ ~ ~' ~• ~ ~ ~ D mn o ~ Z m N tyii -~i ~ ~ ~ - ~ ~ c o a i o c ~ ~ 3~m ~ ~ 3 O °' _ o . 0000 ~ ~ ~ ~ ~ Z ~ T ~ C n W ~ ~ ~ C "~" ~ C ~ ai'' c m ~~ ~ ~ v w -o ~ W 5 m m 0 ~ m o o Z ,~ z ~ g o ~~ ~ d ~ m O G7 ~ m ' ~ ~ m ~ znn ~ ~ a A ~ ~ 3 41 z C7 Z N ~ ~ O ~ ~ O '~ ~ a ~ ~, a C71 A W N -a ~ ~ ~ ~ ~ ~ ~ o a o o 3 ~ ~ ~ m ~. m m ~ z ~ m ~ ~ ~ T O ~ 3 CO OD V ~ C71 A W N .~ ? v w ~ a7i ~ ~ ~ v '~ ~ = c °' 3 ~ ~~ c a v o' ~ °o ~ o 0 c CITY OF KEXB U1~G • PF.R MTT # .BUILDING PERMIT APPLICATION Please core Q6 00278 19 E MAIN, REXBURG, ID. 83440 If the question c 208-359-3020 X326 1~ {~,~~q Brentwood Apts-Carports PARCEL NUMBER: ~Y ~~~ ~~ l~`(iLJt ~- V ~ (We will SUBDIVISION: g ~ ~ UNIT# DLVl,1L1-F LV 1 f-F (Addressing is based on the information -must be accurate) OWNER NAME.• CONTACT PHONE # PROPERTY ADDRESS: (~~~ ~ d~Ci C~ C~S~-~~ a C,e y ~ c~D~ PHONE #: ~ ~?, 1~pt~ Work ( ) Cell ( ) OWNER MAILING ADDRESS: ~~ IS.. C9~ ~ CITY: r~DtL F+Ns~t'ATE: U ~ ZIP:~~~ EMAIL FAX ~~~ ' Sip ~ - (4t;~ APPLICANT (If other than owner) ~~ ~'U,Y1 E7~'Cb~ ~~-c.- . ~,A-.i~L R (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS Z~~`~ p-ICp~'~.i(~ ~ (Z , CITY:~OC~ U~ ~ STATE; y t ZIP ~f~ EMAIL FAX(- X99 - 3¢ $2 PHONE #: Home Work ~ i)~~ - 3~~ Cell ~~ 6 7 ~ ~ 6l ctt-~ CONTRACTOR: MAILING ADDRESS: CITY STATE ZIP PHONE: Home# Work# Cell# Fax# EMAIL IDAHO REGISTRATION # & EXPIRATION DATE How many buildings are located on this property?, Did you recently purchase this property? No Yes (If yes give owner's name) Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: l~.S,~T7~, ~ C~~t@~~'~ ~ (rs,C.~~ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of 's application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building offic y revok a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the applicatio 0 on~ie~l~~it or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. of r A hcant DANE/ ~ /~ / pp~ prefer to be contacted by fax, email or phone? Circle One ~ ~ ~ O U WARNING -BUILDING PERMIT MUST BE POSTED ON CO I S ! Plan fees are non-refundable and are paid in full at the time of applicatio City of Rexburg's Acceptance of the plan review fee does not con lan approval **Building Permit Fees are due at time of application** **Building Permits are i your~~k do@e np~~jiea CITY OF REXBURG I 2 o~ Rexs vAc ~~ to C ~ O F ' ~~ BUILDING SAFETY DEPARTMENT U 9° REXI3URG a i' ~' 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 'B<, 0' America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024 SHED \B www.rexbure.orQ ianellh~rexb~e.or~ State of Idaho County of Madison I, Name Affidavit of Legal Interest Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this day of , 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: (Commercial Only) Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Parcel Acres: SETBACKS FRONT ` Water Meter Size: Remodeling Your Bzrilding/Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Second floor/loft area Finished basement area Third floor/loft area e area Shed or Barn C or Deck (30" above grade)Area s Water Meter Quantity: Required.!! PLUMBING Plumbing Contractor's Name: Business Name: Address City State Zip, Contact Phone: ( ) Business Phone: ( ) Email F FIXTURE COUNT (including roughed fixtutes~ Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate Required! Signature of Licensed Contractor The City of I~ • Permit# Water Softener License number Date 's j~ermit fee .rchedude it the came ar required by the State of Idaho SIDE SIDE BACK Sprinklers Tub/Showers Toilet/Urinal Water Heater 4 Please complete the enti~Application! If the question aoee~t Apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# SUBDNISION Required!!! MECHANICAL Mechanical Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email Fax Mechanical Estimate $ (Commercial/Mufti Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace Exhaust or Vent Ducts Furnace/Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas-fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Atiylication Point of Delivery must be shown on lane. Required! Signature of licensed Contractor The license number schedule is the .came as Date the State of Idaho 5 n 1_J OF gEXB URC ~~ r9 CITY OF ~~ 0 1~~V1\~ BUILDING SAFETY DEPARTMENT ' 1\l~ V 1\V ~ 19 E. Main St. Phone: 208-359-3020 x326 ' America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024 B~ i S H E D ~ ea, www.rexbuxe.ore janellhCa~rexburg.org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO -APPLICANT INFORMATION: BUSINESS NAME: APPROVED BY: OFFICE ADDRESS: City OFFICE PHONE NUMBER: ( ) CONTACT PERSON: State Zip CELL PHONE # ( ) -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: BUSINESS NAME WHERE WORK WILL BE DONE: DATES FOR WORK TO BE DONE: TO CONTACT PERSON: PHONE NUMBER: ( ) CELL # ( ) PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ^ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS ^ INDUSTRIAL OVENS ^ LP-GAS ^ PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS ^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES APPLICANTS SIGNATURE DATE 6 EXEMPTIONS FROM STATE REGISTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, fox full definitions of these exemptions please see the State's website at www.ibol.idaho.gov~cont.htm) ^ Currently State licensed pursuant to Tide 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors/Journeyman, 12 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ^ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ^ Employee of a US Government agency (State, City, County, or other municipality) ^ Public Utility doing construction, maintenance, or development to its own business ^ Involved with gas, oil or mineral operations ^ Supplier doing no installation or fabricating ^ Contracting a project or projects with a total cost less than $2000 ^ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code ^ Any type of water district operations ^ Work in rural districts for fire prevention purposes ^ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ^ Owner or lessee of commercial property performuig maintenance, repair, alteration or construction on that property ^ Real estate licensee/property manager acting within Idaho Code ^ Engaging in the logging industry ^ Renter working on the property where they live with the property owners approval ^ Construction of a building used for industrial chemical processing per Idaho Code ^ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Signature Print Name Date 8 o~~BURc u~ r ~ C O F ~~ ~ 0 1~~V1\G BUILDING SAFETY DEPARTMENT ~' 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 ' America's Famil Communi B~ iq N E D ~ °'~ Y t3' Rexburg, Idaho 83440 Fax: 208-359-3024 ww~v.rexburQ.orQ ianellh .rexburg.orQ .~ Affidavit of Legal Interest State of Idaho County of Madison Name Address ~~~~~ ~ ~~ City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. 'That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from-any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this _ _~ day of ~~~~,~(1-Q. , 20_ ~ ~o Subscribed and sworn to before me the day and year first above written. ~.r""""••~(,s ~~ Notary Public of Id o p~ ~ ~ (~ g ~t `~ ~~ Residing at: ~~~ W~ ~ ~ ~ 1~~~~ - ~~,~ ~.~ My commission exrires: 3 '~~ ~ ~ ~ 3 Steven J. Cosper Consulting Structural Engineer 1283 North State Street • Orem, Utah 84057 Phone: 801-222-0922 ^ Fax: 801-222-0902 STRUCTURAL CALCULATIONS 40 UNIT PARKING CANOPY BRENTWOOD 06 0027$ 264 North 300 Ear Rexburg, Idaho BrentWOOC~ AptS-Carport: Project #6342 May 18, 2006 Scone of Work - Gravity analysis - Lateral analysis - Structural design to resist gravity and lateral forces - Calculations are valid for the number of parking units listed above - Calculations are valid only for the project listed above Design Criteria: Project: Parking Canopy Location: Job #: 2003 International Building Code MCE Value of Ss: 111.4 % Latitude: MCE Value of S1: 34.1 % Longitude: Wind: 100 MPH Soil Profile Type: Exposure: C Allowable Bearing Pressure: Importance: 1 Seismic Importance: 1 Wind Importance: 1 Snow Roof Loads: Framing 2 psf Decking 1 psf Total Dead Load 3 psf Snow ASCE 7-02 Ground Snow Load Pg 57 psf Snow Exposure Coef. Ce 1 Table 7-2 Snow Exposure Coef. Ct 1 Table 7-3 Flat Roof Snow Load = Ce' Pg 40 psf SD 1500 psf Seismic (IBC 1617.41: Fa = .1.05 T = 0.0951 Fv = 1.72 SDS = 0.7798 Ct = 0.02 SD1 = 0.3910 hn = 8 ft R = 2.0000 E Ult. Load E/1.4 Allowable Stress Cs = 0.3899 0.2785 (ASCE 7-02 Eqn 9.5.5.2.1-1) Cs <= 2.0550 1.4679 (ASCE 7-02 Eqn 9.5.5.2.1-2) Cs >= 0.0343 0.0245 (ASCE 7-02 Eqn 9.5.5.2.1-3) Cs >= 0.0853 0.0609 (ASCE 7-02 Eqn 9.5.5.2.1-4) CKR ENGINEERS 9/14/2005 Steel Shade Parking Canopy k:= 10001bf lbf psf;= Ibf lbf k pcf :_ - 2 plf :_ - ksi :_ - Panel and Post Dimensions fts ft ft in2 h `.= 7.Sft Post height t :='lft Purlin and decking height L := 18ft Purlin Length s := 18ft Post spacing d := 16ft Decking coverage b := 2 Diameter of round pier Material Properties f~ := 2500psi Concrete Strength fy.:= 60000psi Steel Yield Stress Wind Design Parameters wd := 3psf Deck and Purlin weight w5 := 40psf .Snow Load V := 100 Wind Velocity in mph. 3 second gust per ASCE 7-02 KZ;= 0.57 Kz from ASCE 7-02 Table 6-3 for Exposure C h less than 15 ft Cases 1 & 2, All MWFRS in other structures. IW := 0.87 Importance Factor I from ASCE 7-02 Table 6-1. Seismic Design Parameters iL := I.o Importance Factor, ASCE 7-02 Table 9.1.4 S~ :_ x.114 Fa := I.o~ Site Specific Response Parameters determined in accordance with ASCE 7-02 9.4.1.2.5. SI :~= 0.341 F~ :=' 1.72 Soil Parameters IS := lA 4 Allowable lateral soil bearing pressure as set forth in Table 1804.2. S := 150psf~- Soil pressure may be increased by 1/3 when using alternate basic load combinations. 3 IBC Table 1804.2 footnote d. Z SS := 2~ 15opsf Allowable lateral soil bearing pressure for soil load. CKR ENGINEERS 9/14/2005 Calculate Wind Load using ASCE 7-02 Analytical Procedure -Section 6.5.3 V = 100 Step 1. Determine wind velocity V and directionality factor Kd. V is determined by local conditions. ~ := 0.85 Kd from Table 6-4 as referenced by Section 6.5.4.4 I~,~, = 0.87 Step 2. Determine Importance Factor I from Table 6-1. Exposure C Step 3. Determine exposure category and Kz or Kh from Section 6.5.6 Exposure category determined by local conditions Kz from Table 6-3 Exposure C h less than 15 ft KZ = 0.57 Cases 1 & 2, All MWFRS in other structures. Kl := 0.29 K1 from Figure 6-4. H/Lh approaches 0. Use 2D Ridge values, worst case. KZ := 0.00 K2 from Figure 6-4. Open flat land so x/Lh is large. Use x/Lh = 4.0 with values for all other cases. K3 := 1.0 K3 from Figure 6-4. z/Lh approaches 0. Step 4. Topographic factor K~:= ~1 + Kl•KZ•K3~2 K~ = 1 Equation 6-3 Step 5. Gust Effect Factor. G = 0,85 Use default value = 0.85 from Section 6.5.8.1. Step 6. Enclosure classification Unenclosed structure Step 7. Determine Internal Pressure Coefficient GCpi GCp~ := 0 Figure 6-5 for buildings -Unenclosed Step 8. External pressure coefficients from Section 6.5.11.3. Cf := 2.0 Figure 6-20 -Solid freestanding walls & solid signs above grade. M/N is large Step 9. wind pressure qZ:= 0.00256psf•KZ•K~•K~•VZ•I~, qZ = 10.791 psf Equation 6-15 3 Step 10. Force calculation P := qZ G•Cf P = 18.344 psf Equation 6-25 CKR ENGINEERS `~ 9/14/2005 Pile foundation used for lateral bearing -Wind Loading 2003 IBC 1805.7.2.1 P = 18.344 psf Wind Pressure per ASCE 7-02 s = 18ft Panel spacing h = 7.5 ft Panel height Iw = 0.87 Importance Factor, IBC Table 1604.5 cu := 1.3 Scaling factor for wind pressures calculated in accordance with ASCE 7, IBC 1605.3.2. P~,y:= P•w•t•s OTM~,:= Pv,•h OTM~,~, hew := P w h'q, = 7.5 ft b=2 dt~, , _ 5 S = 200 psf dt~, S1 := S•- 3 S1 = 333 psf P~,~, = 4291bf Applied lateral force in pounds due to wind loading OTM~, = 3.219k•ft Overturning Moment in Ib-ft. Distance in feet from ground surface to point of application of "P" Diameter of round post or footing or diagonal dimension of square post or footing, feet Trial depth of embedment in earth, but not over 12 feet, feet Allowable lateral soil bearing pressure as set forth in Table 1804.2. Soil pressure may be increased by 1/3 when using alternate basic load combinations. IBC Table 1804.2 footnote d. Soil pressure may be doubled if 1/2" movement at ground surface is tolerable. IBC 1804.3.1 Allowable lateral soil bearing pressure based on one third the depth of embedment 2.34•~P~,~•psf A := A = 1.507 S1 •b•lbf For anon-constrained footing A 4.36•h'~,l d~, := 2 • 1 + 1 + Aft J d~, = 4.343 r := if[~d~, - dtR,)2 < 1, "OK" , "Revise input parameters so dt converges to d"] r = "OK" CKR ENGINEERS 9/14/2005 Pile foundation used for lateral bearing -Seismic Loading 2003 IBC 1805.7.2.1 Alternate Basic Load Combination : D+H+F+0.7E IE = 1 Importance Factor, ASCE 7-02 Table 9.1.4 R e= 2 Seismic Coefficient for Cantilevered Coiumn Type structures. ASCE Table 9.5.2.2 Ct := 0.02 x := 0.75 ASCE 7-02 Table 9.5.5.3.2 for All Other Structural Systems hn := h h„ = 7.5 Height above base to highest level in structure, ft ft T := Ct h„" T = 0.091 ASCE 7-02 Equation 9.5.5.3.2-1 Ss = 1.114 Fa = 1.05 Site Specific Response Parameters determined in accordance with ASCE 7-02 9.4.1.2.5 SI = 0.341 F~ = 1.72 SMS ~= Fa Ss SMS = 1.17 ASCE 7-02 Equation 9.4.1.2.4-1 SMI := F~•SI SMI = 0.587 ASCE 7-02 Equation 9.4.1.2.4-2 SDS °= °SMS SDS = 0.78 ASCE 7-02 Equation 9.4.1.2.5-1 3 SDI := 3 •SMI SDI = 0.391 ASCE 7-02 Equation 9.4.1.2.5-1 SDS CSI .- CSI = 0.39 ASCE 7-02 Equation 9.5.5.2.1-1, base shear coefficient R Ig SDI Csz := C52 = 2.157 ASCE 7-02 Equation 9.5.5.2.1-2, maximum base shear coefficient R T• - IE Cs3 := 0.14•SDS'lE Css = 0.109 ASCE 7-02 Equation 9.14.5.1-1, minimum value of Cs 0.8•S1'lE Csa := Csa = 0.136 ASCE 7-02 Equation 9.14.5.1-2, minimum value of Cs R in Seismic Design Categories E and F CS := min~CSI,C52~ CS = 0.39 Cs ~= m~Cs~Cs3~Cs4~ CS = 0.39 L = 18 ft Post spacing wa = 3 psf Canopy weight W :_ ~wd + 0.2•ws~•L•d W = 3:168k Weight tributary to each column I CKR ENGINEERS 9/14/2005 V := 0.7C5•W V = 0.865k Seismic Load per ASCE 7-02 Equation 9.5.5.2-1 and 2.4.1 Equation 5 OTME:= V•h OTME = 64851bf•ft Overturning moment in Ib-ft PE := V PE = 8651bf Applied lateral force in pounds OTME h'E := h'E = 7.5 ft Distance in feet from ground surface to point of application of "P" PE dtF := 6 Trial depth of embedment, feet b = 2 Diameter of round post or footing or diagonal dimension of square post or footing, feet S•dtE S1 := Allowable lateral soil bearing pressure based on one third the depth of embedment 3 S 1 = 400 psf 2.34• (PE~ •psf AE := AE = 2.529 S1•b•Ibf For anon-constrained footing AE 4.36•h'E dE := 2 1 + 1 + A ft dE = 5.984 E r := if[(dE - dtE)2 < 1, "OK" , "Revise input parameters so dt converges to d"] r = "OK" Controlling Footing Design d := max(d~,~,, dE~ ft d = 5.984 ft Footing depth b = 2 Footing diameter in feet minsteel ;= 3 3000 ~ (b• 12)2 minsteel = 1.239 ACI 318 Section 10.5.1 60000 4 Use (6)#6 bars, As = 2.64 sq in. 5 . 3 b•12in - 2.3in maxtiespace := mi 16•- m, 48•-in, 1 maxtiespace = 9 in ACI 318 7.10.5.2 8 8 2 J USE 2 FT DIAMETER x 6 FT - 0 IN DEEP DRILLED PIER CKR ENGINEERS 9/14/2005 Check Deflection 8 Moment at Overhanging Purlin wd! := 5.25ft•wd wd1= 15.75p1f Pd~ := Oft•5.25ft•3 Ibf ft2 wsl := 5.25ft•ws ~'sl = 210 plf Psi := Oft•5.25ft•20 lbf ft2 w := wa- + ws- P ~= pal + Psi w = 225.75 Ibf p = 0 Ibf ft xl := loft + bin E := 29000000psi 10"x2.5" 13 gage Purlin I := 20.71 in4 Ma:= 115801bf•ft 1:=L 1=18ft a:= 1 a=9ft 2 2 M := w a + P•a M = 91431bf •ft if~M <_ Ma, "OK" ,"NG"~ _ "OK" 2 4x1 := w xl •(4•a2.1 - 13 + 6a2•xl - 4•a•x12 +x13) + P x1 •(2•a•1 + 3•a•xl -x12) ~x1 = 0.651 in 24•E•I 6•E•I Oxla ~= 50 Oxla = 1.44 in if~~xl ~ Oxla~~'OK" ,"NG") _ "OK" Check Simple Span condition 2 Mss := 81 Mss = 9.143 x 1031bf • ft if Mss 5 Ma, "OK" , "NG"~ _ "OK" 5•w•l4 Oss ~= Oss = 0.888in 384•E•I Ossa ~= 150 ~xla = 1.44 in if~Oss ~ Ossa~ °OK" , "NG"~ _ "OK" ENGINEERS CONSULTING STRUCTURAL ENGINEERS JOB S~-yif~-iL S'l~l~l~'6~P NUM SHEET N0. ~ OF tt g ENG. ~~ DATE ~TJ~~~~ CHECKED BY DATE r y. /~\ _~ Ll w t~ K ~~ N 0 o ~: N n ti ~ r y ~ ~ R C~ O ~ U ~ y I~ Cn C O y=+ V N N ~--' LL O d' rt~ _W .u 0 ot5 c c`a Y /1 Moment connection design WF To HSS -Bolted connection flange to cap plate Beam Properties ~ HSS Properties Code Information W8 x 15 HSS8x4x1/4 a' := 1.0 tw := 0.245in t := 0.233in ~ ~,,y := 1.0 tf := 0.315in Fy.~s ;= 46ksi ~w~ := 0.75 Fyb := SOksi B := 4in ~ wb := 0.9 k := 0.615in E := 29000ksi ~bt ;= 0.75 T := 6.Sin ~w ;= 0.9 db := 8.1 lin AISC LRFD Part 11 Beam web yielding Web Crippling Web Buckling Bolt Tension Welding Cap Plate Properties Weldins~ Bolt Properties ~ := O.Sin Fw := 70ksi 112 in. A325 3 dbo~t ~= O.Sin Bolt Diameter Fy.~p := 36ksi tweld ~_ -~ 16 2 Abolt ~= 0.142in Bolt net area Connection Geometry Applied Loads Ft.bolt = 90ksi ASTM A325 d := 6.Sin pu ;= 1.6. 7.056kip n '- 2 Number of bolts in tension d':= 3.8835in Mu := 1.4. 8. skip • ft d'b ~= dbolt + 1 in Hole size p := 2.Sin bolt pitch 16 1? - tw ~rn ~_ ~ bt • Ftbolt ~ Abolt Allowable bolt tension bbf := bolt centerline to face of web 2 ern = 9.585kip bap := 1.Sin Bolt centerline to face of HSS Calculate Cu & Tu Mu-d'•Pu Tu: T„=8.883 kip d'+d C„ := Pu + Tu C„ = 20.173 kip Tu rut ~= rut = 4.442kip n ~~ Evaluate beam flange thickness for prying d' Sf ;= 1 - b "- Sg = 0.775 P b' b dbolt b' 0.878 in bf ~= bf - 2 bf = 4.44 • rut ' b~bf tbf = tbf = 0.279 in p'Fyb'~l +Sf•a'~ if~tbf < tf, "OK" , "Thicker Beam Flange Required"~ _ "OK" Bending with prying on cap plate of HSS d'b ScP:=1-- P b'cp := bcP - d~ ltlt + t b'cp - 1.483 in 4.44 • rut • b'cp t :- t = 0.428 in op p•Fy.cp•~1+Scp•a'~ ~' if~tcp < tP, "OK" , "Thicker cap plate required"~ _ ':OK" Beam web yielding Nvy := t +2 • tp Nwy = 1.233 in ~R~K,y :_ ~ µy • ES • k + NK,y~ Fyb • tw ~Rn•wy = 52.773 kip if~~Rn•gy > Cu, "OK" , "Thicker web required"~ _ "OK" Beam web crippling ~vc ~° Nwy N ~ i:s tf ~Rn.wc ~_ ~wc • 135 • tw2 1 + 3 K`0 - yb • ksi • ~ ~Rawc = 63.974kip db ~ , if~~Rawc > Cu, "OK" , "Thicker web required"~ _ "OK" Beam web buckling V~ ksi ~Rn.wb ~_ ~wb • 4100 • tu,3 • YT ~Rn.wb = 59.033 kip if~~R~wb > Cu, "OK" ,"Web stiffeners @HSS wall required" ~ _ "OK" 1'~ Maximum bolt tension ~1 2 rutmax := p Fy.cp • 1 + Scp • a l • ~, rutmax = 6.065 kip 4.44 • b cp if(rutmax < ern, "OK" , "NG" } _ "OK" Cap plate weld FBM := min~Fy.hss, Fy.cp~ FBM = 36 ksi ABM ;=mint • B , tp • B~ ABM = 0.932 in2 ~Rn.BM ~_ ~ w 'FBM 'ABM ~Rn.BM = 30.197 kip ~Rn.w ~_ ~w ' Fw ' B ' tweld ~Rn.w = 47.25 kip if~~RaBM > rut, "OK" , "Increase bae metal thickness"~ _ "OK" 4 if~~R„.w > rut, "OK" , "Increase weld size" ~ _ "OK" HSS Wali yielding. Nwy_~ := 2 • k kws = tp Nwy.~s = 1.23 in ~Rn.ws ~_ ~wy ' ~5 ' kws {' Nwy.hss) ' Fy.hss ' t ~"n.ws = 39.978 kip if~~Rnws > Cu, "OK" , "Increased HSS thickness required"~ _ "OK" Note: Web stiffeners added to WF will increase N. HSS'web crippling Nwc.hss = Nwy.hss 1.5 ~Rn.wc.hss = ~wc • 0.8 • t2 1 + 3 • N B'~s (t l ~g • Fy,~s~ ' t ~Rn.wc.hss = 0.026 m2 ksi \~/ 2 if~~l2~wc > Cu, "OK" , "Thicker web required"~ _ "OK" Beam web buckling V` ksl ~Rn.wb ~_ ~wb • 4100 • tw3 • YT ~Rn.wb ° 59.033 kip if~~Rt,.wb > Cu, "OK" , "VJeb stiffeners a~ HSS wall required"~ _ "OK" CKR JOB ~~=~=-4 !J G ~'+~ *~~ NUM SHEET N0. /' /',',~~ Of (Q ~{/~ ENG.... "'"`"'~ DATE ~~ r -l~"~ CHECKED 8Y DATE