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APPLICATIONS, CO, MULT DOCS - 05-00160 - Madison County Implement - New Building
~~~ CITY OF REXBLIR~ ~~et~~~~ AMERICAS FAMILY COMMUNITY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 05 00160 ~ ~~x n ali bnc.0 Iii Id i ~ ~~ acn3 ~ a~1 5 ~ a~ ~ r2~kbvtY'G~, I bGtho 83~14v ~~ c~rn~~ i~~-~- rnadison ~~/ R & M Commercial Porperties 7901 Xerxes Ave South Minniapolis, MN 55341 Steele Vision Construction This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vuth the requirements ofthe code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: November 22 2005 (09' 6AM) C.O Issued by: Building OfFcial There shall be no further change in the e~asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Departure ` -• ~ Fire State of Idaho Electrical Department (208-356-4830): CITY OF REXB URG ~ PERMIT # • BUILDING PERMIT APPLICATI o ~ ~~ ~ (~ D 19 E MAIN, REXBURG, ID. 83440 Please complete the entire Application! 208-359-3020 X326 If the question does not apply fill in NA for non applicable PARCEL NUMBER:-`\~ g C, ~ ~ 3 (~ ~~ y,~ SUBDIVISION: -~//~ UNIT# N R BLOCK# ~/~ LOT#~,~A Matt Cronin LLC OWNER: R & M Commercial Properties, CONTACT PHONE # 6o~_7h ,_ 4 q PROPERTY ADDRESS: IZ~17 $, ~ 2-I'^ [.J PHONE #: Home 71~~. Work ~i0~ 765-2434 Cell ( ) N OWNER MAILING ADDRESS: 30965 US xwy 212 CITY: Gettysburc$TATE: SD ZIP: 57442 APPLICANT (If other than owner) Michael L. Bressler, Steel Vision Construction Inc. (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT P . o _ Box ? 1 CITY: R i ~-y STATE; ID ZIP g 3 4~- PHONE #: Home (20~ 356-~5~1 Work (203---3~6_63~3 Cell ( )~~~8282 CONTRACTOR: S~~L-YtS~ PHONE: Home# 1J A Work#35G-GSS3 Cell# 39D-8812 MAILING ADDRESS: P . o . Box 21 CITY Rigby, STATE_~ZIP 8 3 4 4 2 How many houses are located on this property? ~~ Did you recently purchase this property? No es If yes give owner's name) (...o~Z,lrl K.,.A~~rt Is this a lot split? NO ES Please bring copy of new legal description of property) PROPOSED USE: ~onA.~n E f=G.~ Al.- (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 this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revo a permit on approval i ued under the provisions of the 2000 International Code in cases of any false statement or misrepre ion off tin the a on or on the plans on which the permit or approval was based. Permit void if not started wit emit v s p or 180 days. wy 5 / 1 3 / 0 5 Signature Owne pplicant DATE WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January 1, 2005. City of Rezburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if you check does not clear** QQ4..NtMC~ ~. GAb~e.DN~. ,1.1F1~ 05/12!2005 22:59 208356632 ~~ ~)n ~~ RE:~Bt,~~Z~ AMEfZiCAS FAMFLY COMMUNITY STEELUISION • PAGE 02 Rexburg, Idaho 83440 Fa~c 208359-3024 www.rexburc.ora comdav~rpacbura.orsi Aff davit of Legal Interest State of Idablo County of Madison Matt Cronin I, LLC 2 01 Name Address M~nneapnlis __ MN 55431 City State Being first duly sworn upon oath, depose and say: (If Applicant iuy also Owner of Record, skip to S) A. That I am the record owner of the property described on the attached, and I grant my permission to: Michael I~ Rrpsl,~= v n g`~?'t* tzigh~, TD • Napge .A,ddress to subznait the accompanying application perCaining to that propea~ty. B. T agree to indezz>tnify, defend a>ad hold Rexburg City and its employees laa~mless•&om any claim or liability resulting from any dispute as tv the statements contained herin or as to the ownership of the property wbuicb, xs the subject of the application. Dated this ~ ~ ~` day of ~~/~~ , 20 ©~ Subscribed and sworn to before me the day and yeaz first above written. Notary ~ublxc ofSD Residing at: ~ -~ ~--t~ ~- ~ ~ • My commission expires: 1 a - ~ ~ "° 7 3 Please com lete the en~re A lication! P PP If the question does not apply fill in NA for non applicable NAME ~Al15or! ~o~~rf ~w1P~ew~~~T PROPERTY ADDRESS 12y7 S. 12~ ~J Permit# SUBDIVISION ~~~ MECHANICAL Mechanical Contractor's Name: ~~ToN ~,rl~{!`S~cSI Business Name: ~fc~g~RU P~.o.~a~a44 N~Ar„~~ Address 7~G ~ , ~(~ ~~L s re „~ ~ I~,,y •.~ State_~ ~, Zip 4 ~(p Contact Phone: ( ) r4 A. Business Phone: (~S~)_ ~5~ _ g-y7p Mechanical Estimate $ ~,~ (Commercial/Multi Family Only) FIXTURES & APPLIANCES COUNT N/~ Furnace Furnace/Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas-fired appliance Incinerator System Boiler Pool Heater Similar fixtures or Appliances (Single Family Dwelling Only) 1~1//~ Exhaust or Vent Ducts Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace Electric RECL~IWC'i1 OlL Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of ensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho Please complete the en~re Application! If the question does not apply fill in NA for non applicable NAME M A~'D 15a ~1 (,ou r1T,r 1 w+ Pt..ra ~t ft ~4T PROPERTY ADDRESS 124? 5. 12~'` t~. Permit# SUBDIVISION ly,~p, Dwelling Units: '~ ~pt Parcel Acres: 10.35 ± SETBACKS FRONT 2 7p' SIDE l 0 3 ~ SIDE GGYj` BACK 195 ` Front Footage (if applicable) _ }~ ~p~ Storm Water Length ~~g SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) c~ First Floor Area ~ $1 ~ ~: `~~'~ Unfinished Basement area ~/q Second floor/loft area 2 y 2 Finished basement area ~•1 /~- Third floor/loft areal f,,~ Garage area to/~ Shed or Barn y,U~ Carport/Deck (30" above grade)Area N/,~ Remodel (Need Estimate) $~~ JA Water Meter Count: 1., '~t ~ ~ ~ cu' Water Meter Size: ~` L PLUMBING Plumbing Contractor's Name: -'-~~,g.,-~ Business Name: R~xdv,u~ P~~w~a~-~ti S ~~-~,~~ Address_7GG ~(~ ~~ows-roN ~ F~~ Y. State = i~ Zip g3 4y~ Contact Phone: ( ) N/,4 Business Phone: (2pg) 35~ - $770 FIXTURE COUNT (including roughed fixtures) Clothes Washing Machine TB t'7 Sprinklers ~ Dishwasher ~" Floor Drain _~ Garbage Disposal J ~Y Hot Tub/Spa _ (o Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ l ~~' ~ `(Commercial Only) '1., Tub/Showers 3 Toilet/Urinal _~ Water Heater ~ Water Softener Signature of Licensed Contractor License number Da The City of Rexburg's permit fee schedule is the same as required by the State of Idaho 4 • ~~~'"~~, CITY OF q8~+~,d+ AMt:RICA'S FMrtILY COtViMU1~ITY APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO l'~ APPROVED BY: -APPLICANT INFORMATION: BUSINESS NAME: S-r~= e.t_ ~is~o~k OFFICE ADDRESS: ?~12 C. ~~- t~, Sre_ 5 ~~xB~ac; =t>, 8344D City State Zip OFFICE PHONE NUMBER: (2~_) 35~ - X35 3 CONTACT PERSON: INIt~~. ~R.E55l.~.Z CELL PHONE # ( ) t~ /~ -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: BUSINESS NAME WHERE WORK WILL B D NE: M Cou -r ~e-~e. DATES FOR WORK TO BE DONE: l / TO o CONTACT PERSON: .~~,atii. ~t~~.Y PHONE NUMBER: (~~)_35 ~ - ~3s 3 CELL # ( ) K /,~ 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 PLICA S SI ATURE DAT 6 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburg.org cdd@rexburg.org ®5i`2'~,"~F3F~5 09: :?Q 2~~3-5?5-3381 3-D FTRE PR()TE4:TiQN PFtCiE k~2 P.C~. Box 50845 ~ Idahe Falb, Idaho 8405-0845 1"alephone 1208? ~-25-8377 ~ Fax 1208) 525-8381 may Z 6, 2U05 Claixs Huskinsan City ai'~.exbnr~ p'ir+e Depaz~ent Rexlaux~, lduho FtE: 3ohr~ T3eer ~ ~.. .~ "° <,:. ,, New Staaldxn~ kia'e Spriiikltr Syste. Rexk,urg, Idaho ~ , ;~ Dear Mr. Huslcazisc'ai~ We have- a verbal. notice to proceed frarn ~t~el ~'Vi,ion ~~, prov%ide the :Eire sprinkler syStellx for the ainave rezez~ez~.ced project. We vVill tl~sign, fabricate, and install a vet pipe Ire sprinkler systems. to irn~ect the recluixea~ne~it~ of I~TFF,A~~ l3 £or ordinary hazard gaup 2 t~ccupatitcy sprinkler desi.gxi aaicl ilastallattici~i. l~e~ign and caX~alatians shall be submitted to the Idal7,o State k ire Marshal's office fir appr~~vaa azid tlieri f~rwarc3ed on to you fnr your iview arAd approve]. , If at any titxie ynu have any ~u~stioa«s t'eg~rdirrg tliiis W~xoject ple~t~e tin ,oat hesitate tc~ contact me. 1~Ve are lt~vkxri~ farvvard tc~ pax°hr~ering~watth ~t~el Vision and your department for ~~ successfi~l project. ;' Sinc~;rely, ~~~ .. i~alVlar lFlavward C'c: Val Christeosez~, C~'ity o1` Re~c:bur~ Steel Frisian Design • Instillation • Maintenance • Inspection ... ~ ~ SUBCONTRACTOR LIST Excavation & Earthwork: ~~ PATGO 1 ~tG . Concrete: JAGa3.5c`> rl Cort~c.e~ E -t E Masonry: Z.i~a~o_ rAu-5 Nt,~Sa„~ Roofing:... STEEL V-s-eni~ Insulation: STr ~ ~ ~ l5-or.4 Drywall: $L AS ~ Q.. ~.oMST. Painting:_ $tr~SE~- Gortis-r. Floor Coverings:_~~~,~SEe la,yST. Plumbing: ~Ex~~~q f ~ow-~-.~[.-, ~j NE.~!-r~~.1C~- Heating: RE~c3c~e.G,. ~i~~wt3tr.~~ ~ FFEa-rt~.LG- Electrical:_ ~c..y ~G K- Et.EGTQtL~4t. ~rtG, Special Construction (Manufacturer or Supplier) Roof Trusses:__$~~~.~.,~ j~1 FU. ~, , Floor/Ceiling Joists:, Siding/Exterior Trim: _~Eat~~~l, ~FG-,, Go. Other: I~i2-~-Er•-a.~rlE1LR-BCD ~ETi4~ ~(~--.~irl6. SYS"T~w! 3Y ~Lt~i..Er4 MSG', Gd ~4 PI-1'YVDOD 1=LOOR FRAMING 3b' x 4" GONG. ANGH01? BOLTS o 12' D.G. NOTGH STRINGER FOR 2X4 STS I fi'i SGT I Ol~l ~ I_I~~ ~ sOl~l GOV ~ I T Job N~4 Page ASSOCIATES ~ ~~l-~M~~T ~°ts 6/20/05 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 KIDSITOYS L4WW YARD RETi41L Pi4RTS LIGENS~D/ GOLLI=GTIBLES ~'," y . PLACE PRODUCT ~ `~ i' ~' STORY STORY `,', t~ ~ , ;t S; 'i i 1 If ! ,` I ~ I I ~.__d I'. i 4 ~ is I I I I I I I I I I M~11~ _NTRY ~~ ~------- ~J 7~~~ ~L001Z t~l.~~l IVI~ITi ~ '' 1~,~0 I SOLI GOU~ITY ASSOCI TA ES I Mf~L~M~~IT Job No. Page 304 Data 6/20/05 /',- ` ~ FOUNDATION DESIGN FOR MADISON COUNTY IlVIPLEMENT BUILDING REXBURG, IDAHO For Steel Vision Construction NOTES: 1. Foundation configuration provided by Mike Bressler of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 3, Job No. M4178, dated 5/25/05. 3. Exact anchor bolt locations shall be as shown on Behlen Drawings. 4. Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3-4.5 in. Reinfoxcement bars shall be ASTM A615 with FY = 40,000 psi. 5. Concrete construction per ACI-318. 6. Allowable soil bearing pressure = 3000 psf 7. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI-318. INDEX Detail Page Endwall Column Foundation for Details A & C Except for 2 Columns F 1 & F7 Endwall Column Foundation for Detail B 3 Endwall Column Foundation for Detail M 4 Column Foundation for Columns Al, A6 & A7 ~ 5 Column Foundation for Columns A2, A3, A4 & AS 6 Foundation for Interior Columns F1 & F7 7 Foundation for Interior Columns F2 Thru F6 8 Foundation for Column M1 9 Foundation for Columns M4 & MS 10 Foundation for Columns M2, M3, M6 & M7 11 3336 S~z~/os \~' OF ~~@ os o0 160 .Madison County Implement a ~i PLAN VIEW 18' 2'-0' 10' 34' SECTI^N L #4 HAIRPIN BAR. EXTEN 3' INT^ SLAB, 3/4" DIA, X I8' ANCH^R B^LTS 4 #3 TIES AS SH^WN #4 HAIRPIN INT^ SLAB ENDWALL REINF^RCEME.NT 6 #4 VERT, BARS- IN CENTER & C^RNERS ^F ENLARGED WALL EXTRA L^NGITUDINAL BAR IN ENLARGED F^^TING 3 #4 LONGITUDINAL BARS IN WALL FCfIITING 18' ^,C, TRANSVERSE MADIS^N C^-LINTY IMPLEMENT BUILDING ENDWA~~ C^~UMN E^UNDATI^N F^R DETAILS F EXCEPT E^R C^~UMNS F~1 & F7 5/28/05 ~ ~ PLAN VIEW 20` 2'-0' 10' 3'-0' SECTION L #4 HAIRPIN BAR, EXTE~ 3' INT^ SLAB, 3/4' DIA, X 18' ANCHOR BELTS -4 #3 TIES AS SH^WN #4 HAIRPIN INT^ SLAB ENDWALL REINF^RCEMENT 6 #4 VERT, BARS IN CENTER & CORNERS OF ENLARGED WALL EXTRA L^NGITUDiNAL BAR IN ENLARGED F^OTING 3 #4 LONGITUDINAL BARS IN WALL FD^TING 2 18' ^.C, TRANSVERSE MADISON COUNTY IMPLEMENT BUILDING ENDWA~E COLUMN F~~UNDATI~N EDR DETAIL B 5/28/05 • • IN WALL #4 HAIRPIN BAR, EXTEND 3' INTQ SLAB, PLAN VIEW 18' 2'-0' 10' 34' SECTION 3/4' DIA, X 18' ANCH^R B^LTS 4 #3 TIES AS SH^WN #4 HAIRPIN INT^ SLAB ENDWALL REINF^RCEMENT 6 #4 VERT, BARS IN CENTER & C^RNERS ^F ENLARGED WALL -EXTRA L^NGITUDINAL BAR IN ENLARGED F^OTING _ 3 #4 LONGITUDINAL BARS IN WALL F^^TING -#4 ~ 18' ^.C. TRANSVERSE MADIS^N C^UNTY IMPLEMENT BUILDING ENDWA~U C^LUMN E^UNDATI^N E^R DETAIL M 5/28/05 s 'r 5 -IAIRPIN BAR; EXTEND IIN, INT^ SLAB i I I i I I I I I I ~ I I I I I I I I I .~` la' WIDE SIDEWALL F^^TING PLAN ,VIEW g• 12• E^UR 3/4' DIA, X 18' ANCHOR B^LTS, SIDEWALL 5 #3 TIES, PLACED AS SH^WN #5 HAIRPIN BAR INT^ SLAB GRADE 6' SLAB I I I I 4 #5 VERTICAL BARS, EXTEND 18' INT^ F^^TING AS SH^WN I I 15' 5'-0' SQ. 10 #5 BARS EACH WAY SPACED AS SH^WN SECTI^N MADISON COUNTY IMPLEMENT BUILDING COLUMN F~UNDATI~N FAR COLUMNS Al A6 & A7 si2eias I I I I b %~ 6'- HAIRPIN BAR; EXTEND IIN, INT^ SLAB I I f I I I I I I 18' WIDE SIDEWALL F^^TING PLAN VIEW g• ~12•~ ~-F^UR 3/4' DIA, X 18' ANCH^R B^LTS, SIDEWALL--~ I I ~ ~ 5 #3 TIES, PLACED AS SH^WN GRADE ~ ~ ~~\ I I I t I 4 #5 VERTICAL BARS, EXTEND INT^ F^^TING AS SH^WN 18' iZ' ~-- 6'-0' SQ. E~ CTI^N #5 HAIRPIN BAR INT^ SLAB 10 #S BARS EACH WAY SPACED AS SHOWN SLAB MADIS^N C^UNTY IMPLEMENT BUILDING C^LUMN F^UNDATI^N F^R C^LUMNS A2, A3, A4 & A5 sizeios I I t I I • 4Y~ I 24' WIDE ENDWALL F^^TiNG I I I I I I I I I I I I 6'- • #4 HAIRPIN BARS EXTEND INTD SLAE MIN. OF 3 FT. PLAN VIEW F^UR 3/4' ANCuno Rnl Tc F^R ENDWALL -----18'- F^UR 3/4' ANCH^R B^LTS SECTI^N MADIS^N C^UNTY IMPLEMENT BUILDING F^UNDATI^N F^R INTERI^R C^LUMNS F1 & F7 5/28/05 SLAB SPACED AS SH^WN~^ • • 6'-0' SQ. 0 0 o a PLAN VIEW rnl In ~ ier AAI/"1 lnn Onl TO l U T'tJ 1J 1'1R J LI"1V I I W I"1 I SPACED AS SH^W N SECTION MADIS^N C^UNTY IMPLEMENT BUILDIN SLAB /I FOUNDATION F^R INTERI^R C^LUMNS F2 THRU F6 si2ains 9 • • /1 AR INTO SLAB N. INTD SLAB. PLAN VIEW ~2a• WIDE ENDWALL FOOTING CONTINUOUS STEMWALL 8 3/4' DIA. ANCHOR BOLTS SEE PLAN VIEW ~--1~ #5 HAIRPIN INTD SLAB GRADE PLACE AROUND ANCHOR BOLTS ------------ I ~ ~ 8 #5 VERTICAL BARS, EXTEND ~ INTO FOOTING AS SHOWN. SEE PLAN VIEW ~ 10 #3 TIES AS SHOWN ~ I SEE PLAN VIEW i 2' TYP. 7 #5 BARS EACH DIRECTION SPACED AS SHOWN SECTION MADIS^N C^UNTY IMPLEMENT BUILDING F~^UNDATI^N F~^R C^LUMN Ml 5/28/05 ~^ ~18' WIDE SIDEWALL EDDYING 6'-6' SQ. AR INT^ SLAB N, INT^ SLAB, ~-18' WIDE CONTINUOUS WALL FOOTING PLAN VIEW CONTINUOUS STEMWALL 8 3/4' DIA. ANCHOR BOLTS SEE PLAN VIEW ~+--1~ #5 HAIRPIN INT^ SLAB GRADES - - -PLACE AROUND ANCHOR BOLTS _~\ -~-~ I ~ 10 #5 VERTICAL BARS. EXTEND 24' ~ INTO FOOTING AS SHOWN. SEE ~ PLAN VIEW, ~ 10 #3 TIES AS SHOWN SEE. PLAN VIEW i 2' TYP. -6'-6' SQ,- I N 10 #5 BARS EACH DIRECTION SPACED AS SHOWN /~ MADISON COUNTY IMPLEMENT BUILDING EGUNDATIGN FGR CGLUMNS M4 & M5 5/28/05 ~ ~ . ~ `' ~ ! 11 4'- AR INT^ SLAB N.- INT^ SLAB. ~-18' W-III€ CONTINUOUS--WALL FOOTING PLAN VIEW GRADE I I I I I I I I C-NTINUOUS STEMWALL 3/4' DIA, ANCH-R BOLTS ~I~~ #5 HAYRPIN INTO SLAB PLACE AR-UND ANCHOR BOLTS 4 #4 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN 5 M3 TIES AS SHOWN TYP, 7 #5 BARS EACH DIRECTION SPACED A$ SHOWN SECTL~N MADISON COUNTY IMPLEMENT BUILDING FOUNDATION FAR COLUMNS M2, M3, M6 & M7 5/28/05 ~~ ~~~ Me~oist Framing - TJ-Beam®6.16 Serial Number: 7~ p41212sa Above restrooms/cust. beam in custodian User:2 5/13/200511:39:13AM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 1 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ^, ,~ d $' -- -~ LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8' Primary Load Group -Storage -Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Product Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.04" 4000 / 517 / 0 / 4517 A1: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E MicrollamO LVL 2 Stud wall 3.50" 3.04" 4000 / 517 / 0 / 4517 A1: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E Microllam® LVL -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4329 -3293 6318 Passed (52%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 8296 8296 11775 Passed (70%) MID Span 1 under Floor loading Live Load Defl (in) 0.190 0.192 Passed (L/483) MID Span 1 under Floor loading Total Load Defl (in) 0.215 0.383 Passed (L/428) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joiat, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. ~ ~-T ~, ~"~ `lll~/~ Me~oist Framing - ~nw~~ha~su Above restrooms/cust. beam in custodian TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/200511:39:13AM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 2 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 7' 8.00" ~- Max. Vertical Reaction Total (lbs) 4517 4517 Max. Vertical Reaction Live (lbs) 4000 4000 Required Bearing Length in 3.04 (W) 3.04 (W) Max. Unbraced Length (in) g6 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 377 -377 Max Shear (lbs) 495 -495 Member Reaction (lbs) 495 495 Support Reaction (lbs) 517 517 Moment (Ft-Lbs) 949 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 3293 -3293 Max Shear (lbs) 4329 -4329 Member Reaction (lbs) 4329 4329 Support Reaction (lbs) 4517 4517 Moment (Ft-Lbs) 8296 Live Deflection (in) 0.190 Total Deflection (in) 0.215 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. ~~ ~ ~ MEZZ. FRAMING • ~~ ans~ ~~ ~~ TJ-Beam®6.16 Serial Number: 7004121293 9 1/2 TJI®/Pro(TM)-150 @ 16 o/c Paget EngineOVersion:l3 65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 78' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group -Office Bldgs - Offices (psf): 50.0 Live at 100 % duration , 15.0 Dead, 20.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpIlftRotal 1 Stud wall 3.50" 2.25" 296 / 188 / 0 / 485 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 758 / 530 / 0 / 1288 63 None 3 Stud wall 3.50" 2.25" 259 / 144 / 0 / 403 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1000 1000 1120 Passed (89%) Rt. end Span 2 under Safe ALTERNATE span loading Vertical Reaction (Ibs) 995 995 1103 Passed (90%) Bearing 3 under Safe loading Moment (Ft-Lbs) -1182 -1182 2839 Passed (42%) Bearing 2 under Floor loading Live Load Defl (in) 0.059 0.245 Passed (U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.089 0.490 Passed (U999+) MID Span 1 under Floor ALTERNATE span loading TJPro 57 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling -None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.32 PROJECT INFORMATION: John Deere rexburg, id OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beamm are registered trademarks of Trus Joist. e-2 Joist'", Pro° and TJ-Pro'" are trademarks of Trus Joist. ~~ ~ MEZZ. FRAMING ' TJ-Beam® 6.16 Serial Nu~r: 7~ 004 212g3~~ 9 1 /2~~ TJ I R P ~~ O/ ro(TM)-150 @ 16 o/c Page3 E/ngineOVesion:24 65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 9.50" ~ 8' 3.50" Max. Vertical Reaction Total (lbs) 485 1288 403 Max. Vertical Reaction Live (lbs) 296 758 259 Selected Bearing Length (in) 2.25 (W) 3.50(W) 2.25 (W) Max. Unbraced Length (in) 48 42 58 Loading on all spans, LDF 0.90 1.0 Dead Design Shear (lbs) 175 -250 226 -131 Max Shear (lbs) 179 -278 252 -135 Member Reaction (lbs) 179 530 135 Support Reaction (lbs) 188 530 144 Moment (Ft-Lbs) 342 -487 195 Loading on all spans, LDF 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 425 -607 549 -318 Max Shear (lbs) 434 -676 612 -327 Member Reaction (lbs) 434 1288 327 Support Reaction (lbs) 458 1288 351 Moment (Ft-Lbs) 832 -1182 473 Live Deflection (in) 0.043 0.016 Total Deflection (in) 0.074 0.028 ALTERNATE span loading on odd # spans, LDF 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 452 -582 274 -79 Max Shear (lbs) 461 -649 304 -83 Member Reaction (lbs) 461 953 83 Support Reaction (lbs) 485 953 92 Moment (Ft-Lbs) 937 -919 73 Live Deflection (in) 0.059 -0.022 Total Deflection (in) 0.089 -0.018 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 148 -275 501 -370 Max Shear (lbs) 152 -305 560 -379 Member Reaction (lbs) 152 865 379 Support Reaction (lbs) 162 865 403 Moment (Ft-Lbs) 247 -749 635 Live Deflection (in) -0.017 0.035 Total Deflection (in) 0.017 0.046 PROJECT INFORMATION: John Deere rexburg, id OPERATOR_INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI° and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist", Pro'" and TJ-Pro'" are trademarks of Trus Joist. ~~ ~~/~r,~~ Me~ist Framing - ~nvc~"hx~,~«avs;n~ Above restrooms/cust. •' TJ-Beam®6.16 Serial Number: 7004121293 User:2 5113/200511:32:25AM 9 1/2" TJI®/Pro(TM)-150 @ 16" o/c Page 1 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 16' 7" ~~ Q~ ,3^ Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group -Storage -Light (psf): 125.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.25" 611 / 62 / -31 / 673 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim BoardO 2 Stud wall 3.50" 3.50" 1685 / 202 / 0 / 1887 B3 None 3 Stud wall 3.50" 2.25" 637 / 67 / -9 / 704 A3: Rim Board 1 Ply 1 114" x 9 1/2" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1000 1000 1120 Passed (89%) Rt. end Span 2 under Safe ALTERNATE span loading Vertical Reaction (Ibs) 1887 1887 1895 Passed (100%) Bearing 2 under Floor loading Moment (Ft-Lbs) -1528 -1528 2839 Passed (54%) Bearing 2 under Floor loading Live Load Defl (in) 0.084 0.207 Passed (L/999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl (in) 0.091 0.415 Passed (L/999+) MID Span 2 under Floor ALTERNATE span loading TJPro 62 30 Passed Span 2 _ -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling -None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.32 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beamm are registered trademarks of Trus Joist. e-I Joist°, Pro"' and TJ-Pro° are trademarks of Trus Joist. ~~ ~~~ Me~ist Framing - vav~yerhae<~a„~ness Above restrooms/cust. TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/200511:32:26AM 9 112" TJI®/Pro(TM)-150 @ 16" olc Page 3 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 7' 10.50" 8' 3.50" Max. Vertical Reaction Total (lbs) 673 1887 704 Max. Vertical Reaction Live (lbs) 611 1685 637 Selected Bearing Length (in) 2.25(W) 3.50 (W) 2.25 (W) Max. Unbraced Length (in) 44 37 42 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 56 -84 87 -62 Max Shear (lbs) 58 -100 103 -63 Member Reaction (lbs) 58 202 63 Support Reaction (lbs) 62 202 67 Moment (Ft-Lbs) 84 -164 100 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 525 -784 809 -574 Max Shear (lbs) 541 -929 958 -590 Member Reaction (lbs) 541 1887 590 Support Reaction (lbs) 580 1887 629 Moment (Ft-Lbs) 784 -1528 931 Live Deflection (in) 0.042 0.056 Total Deflection (in) 0.047 0.063 ALTERNATE span loading on odd # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 619 -703 153 14 Max Shear (lbs) 634 -836 179 13 Member Reaction (lbs) 634 1014 -13 Support Reaction (lbs) 673 1014 -9 Moment (Ft-Lbs) 1078 -793 N/A Live Deflection (in) 0.072 -0.031 Total Deflection (in) 0.077 -0.027 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -37 -165 743 -650 Max Shear (lbs) -35 -193 882 -666 Member Reaction (lbs) -35 1075 666 Support Reaction (lbs) -31 1075 704 Moment (Ft-Lbs) N/A -898 1186 Live Deflection (in) -0.034 0.084 Total Deflection (in) -0.030 0.091 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam° are registered trademarks of Trus Joist. e-2 Joist°,Pro'" and TJ-Pro'" are trademarks of Trus Joist. ~j~ ~ Me~ist Framing - .®~ ~ /~ . ~'nvc~ye<t~a~,n~ beam above service TJ-Beam®6.16 Serial Number: 7004121293 User:2 5/13/20051:30:17PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 1 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 9' 3" Primary Load Group -Assembly -Moveable Seating (psf): 100.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.98" 3816 / 610 / 0 / 4426 A1: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E MicrollamO LVL 2 Stud wall 3.50" 2.98" 3816 / 610 ! 0 / 4426 A1: Blocking 1 Ply 1 3/4" x 9 1/2" 1.9E Microllam® LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4247 -3264 6318 Passed (52%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 8406 8406 11775 Passed (71%) MID Span 1 under Floor loading Live Load Defl (in) 0.198 0.198 Passed (L/479) MID Span 1 under Floor loading Total Load Defl (in) 0.230 0.396 Passed (U413) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. ~j~ ~ Me~ist Framing - ®~ ! /~ . . +~au~rs„~,ne~ beam above service TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/20051:30:17PM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL Page 2 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 7' 11.00" Max. Vertical Reaction Total (lbs) 4426 4426 Max. Vertical Reaction Live (lbs) 3816 3816 Required Bearing Length in 2.98 (W) 2.98 (W) Max. Unbraced Length (in) 99 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 450 -450 Max Shear (lbs) 586 -586 Member Reaction (lbs) 586 586 Support Reaction (1bs) 610 610 Moment (Ft-Lbs) 1159 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 3264 -3264 Max Shear (lbs) 4247 -4247 Member Reaction (lbs) 4247 4247 Support Reaction (lbs) 4426 4426 Moment (Ft-Lbs) 8406 Live Deflection (in) 0.198 Total Deflection (in) 0.230 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. ®~ ~jjlfg/~ Me~ist Framing - • i'n~y~rt,~rBus;a~ header above service desk ,j TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/20051:13:47PM 2 Pcs of 9 1/2" TJI®/Pro(TM)-150 Page 1 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: l7' 1" ~' 2 3 , 1'10" b $'~° a 3. 4.. d 3'~..~ Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group -Assembly -Moveable Seating (psf): 100.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 375 45 0 - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2773 / 421 / 0 / 3194 E1: Blocking 1 Ply 9 1/2" TJIO/Pro(TM)-150 2 Stud wall 9.00" 9.00" 3553 / 487 / 0 / 4040 B3 None 3 Stud wall 12.00" 12.00" 1883 / 114 / -246 / 1998 B3 None 4 Stud wall 3.50" 2.25" 837 / 116 / -1 / 953 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim BoardO -CAUTION: Required bearing length( s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" .Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): E1: Blocking,63,A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -2255 -1706 2240 Passed (76%) Rt. end Span 1 under Floor ADJACENT span loading Vertical Reaction (Ibs) 4040 4040 4880 Passed (83%) Bearing 2 under Floor ADJACENT span loading Moment (Ft-Lbs) -2991 -2991 5460 Passed (55%) MID Span 2 under Floor ADJACENT span loading Live Load Defl (in) 0.100 0.207 Passed (L/988) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.112 0.414 Passed (U888) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:L/240). Additional checks follow. -Left Overhang:(LL:0.200", TL:0.200"). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: John Deere OPERATOR INFORMATION: brent mcfarland jrw & associates 1152 bond ave rexburg, ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright m 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joiat. e-I Joist°, Pro'" and TJ-Pro'" are trademarks of Trus Joist. ®~ ~ljl~/~~ Me~ist Framing - S ~n~rta~su~ header above service desk " TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/20051:13:47PM 2 Pcs of 9 1/2" TJI®/Pro(TM)-150 Page 3 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 1' 11.75" ~ 8' 3.25" 3' 4.00" ~ 3' 4.00" Max. Vertical Reaction Total (lbs) 3194 4040 1998 953 Max. Vertical Reaction Live (lbs) 2773 3553 1883 837 Selected Bearing Length (in) 3.50 (W) 9.00 (W) 12.00 (W) 2.25 (W) Max. Unbraced Length (in) 49 49 41 38 75 75 72 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) -162 197 -210 150 21 62 -97 Max Shear (lbs) -172 250 -280 207 -6 108 -105 Member Reaction (lbs) 421 487 114 105 Support Reaction (lbs) 421 487 114 116 Moment (Ft-Lbs) 0 -214 273 -339 N/A -4 87 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -896 1353 -1596 1151 216 439 -722 Max Shear (lbs) -963 1718 -2120 1578 31 767 -780 Member Reaction (lbs) 2681 3697 736 780 Support Reaction (lbs) 2681 3697 736 857 Moment (Ft-Lbs) 0 -998 2182 -2660 N/A 21 655 Live Deflection (in) -0.039 0.082 -0.014 0.010 Total Deflection (in) -0.043 0.093 -0.016 0.011 ALTERNATE span loading on odd # spans, LDF 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -896 291 -116 454 -481 141 -2 Max Shear (lbs) -963 364 -165 728 -818 204 -10 Member Reaction (lbs) 1328 893 1022 10 Support Reaction (lbs) 1328 893 1022 20 Moment (Ft-Lbs) 0 -998 39 -173 398 -323 1 Live Deflection (in) 0.025 -0.020 0.009 -0.00 3 Total Deflection (in) 0.021 -0.011 0.007 0.000 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -162 1259 -1690 847 718 360 -817 Max Shear (lbs) -172 1603 -2235 1056 843 671 -875 Member Reaction (lbs) 1775 3291 -172 875 Support Reaction (lbs) 1775 3291 -172 953 Moment (Ft-Lbs) N/A -214 2555 -2826 N/A 340 826 Live Deflection (in) -0.064 0.100 -0.022 0.013 Total Deflection (in) -0.068 0.112 -0.024 0.015 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam° are registered trademarks of Trus Joist. e-I Jois t'", Pro'" and TJ-Pro'" are trademarks of Trus Joist. ~ ~ ~ ~ ~ • ® ~~i~/~~,y '" Me ist Framing - +~nv~y~rt,~euset~ au ' header above service desk , TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5/13/20051:13:47PM 2 Pcs of 9 1/2" TJI®/Pro(TM)-150 Page 4 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 1, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) -896 1365 -1583 757 628 378 -796 Max Shear (lbs) -963 1733 -2105 948 734 693 -854 Member Reaction (lbs) 2696 3053 -41 854 Support Reaction (lbs) 2696 3053 -41 931 Moment (Ft-Lbs) 0 -998 2238 -2536 N/A 267 785 Live Deflection (in) -0.041 0.085 -0.020 0.012 Total Deflection (in) -0.045 0.096 -0.022 0.014 ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) -162 1243 -1706 1321 386 -33 -213 Max Shear (lbs) -172 1583 -2255 1785 238 -8 -221 Member Reaction (lbs) 1755 4040 -246 221 Support Reaction (lbs) 1755 4040 -246 231 Moment (Ft-Lbs) N/A -214 2486 -2991 N/A 381 N/A Live Deflection (in) -0.062 0.096 -0.015 0.004 Total Deflection (in) -0.065 0.107 -0.017 0.005 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) -896 295 -111 373 -562 594 -532 Max Shear (lbs) -963 369 -160 629 -917 957 -590 Member Reaction (lbs) 1333 789 1674 590 Support Reaction (lbs) 1333 789 1874 667 Moment (Ft-Lbs) 0 -998 68 -132 295 -612 375 Live Deflection (in) 0.024 -0.019 0.007 0.005 Total Deflection (in) 0.021 -0.010 0.005 0.006 Loading on all spa ns, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -1271 1454 -1495 1067 131 456 -701 Max Shear (lbs) -1338 1841 -1997 1475 -72 788 -759 Member Reaction (lbs) 3179 3472 860 759 Support Reaction (lbs) 3179 3472 860 836 Moment (Ft-Lbs) 0 -1740 1911 -2386 N/A -48 621 Live Deflection (in) -0.016 0.068 -0.012 0.009 Total Deflection (in) -0.020 0.079 -0.014 0.011 ALTERNATE span loading on odd # spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -1271 392 -15 370 -565 158 19 Max Shear (lbs) -1338 487 -42 625 -921 224 11 Member Reaction (lbs) 1826 667 1146 -11 Support Reaction (lbs) 1826 667 1146 -1 Moment (Ft-Lbs) 0 -1740 115 101 523 -392 N/A Live Deflection (in) 0.048 -0.036 0.011 -0.004 Total Deflection (in) 0.044 -0.026 0.009 0.000 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ° 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam° are registered trademarks of Trus Joist. e-I Joist°, Pro"' and TJ-Pro'" are trademarks of Trus Joist. > . ~ ~ ~ ~ ~ ® ~ I~lj~f Me ist Framing - ~nv~yert~~a,,,s„nneu header above serwce desk • ~ TJ-Beam® 6.16 Serial Number: 7004121293 User:2 5l13/20051:13:47PM 2 Pcs of 9 1/2" TJI®/Pro(TM)-150 Page 5 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CON TROLS FOR THE APPLICATION AND LOADS LISTED ALTERNATE span loading on even # spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -350 1309 -1639 804 675 369 -807 Max Shear (lbs) -359 1665 -2173 1005 792 682 -865 Member Reaction (lbs) 2024 3178 -110 865 Support Reaction (lbs) 2024 3178 -110 942 Moment (Ft-Lbs) N/A -586 2400 -2689 N/A 305 806 Live Deflection (in) -0.053 0.093 -0.021 0.013 Total Deflection (in) -0.056 0.104 -0.023 0.014 ADJACENT span loading over support # 1, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -1271 1466 -1483 673 544 395 -775 Max Shear (lbs) -1338 1856 -1982 845 632 714 -833 Member Reaction (lbs) 3194 2827 82 833 Support Reaction (lbs) 3194 2827 82 910 Moment (Ft-Lbs) 0 -1740 1971 -2262 N/A 199 748 Live Deflection (in) -0.018 0.071 -0.018 0.012 Total Deflection (in) -0.022 0.082 -0.020 0.013 ADJACENT span loading over support # 2, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -350 1293 -1656 1279 344 -24 -203 Max Shear (lbs) -359 1645 -2193 1734 187 3 -211 Member Reaction (lbs) 2004 3927 -184 211 Support Reaction (lbs) 2004 3927 -184 221 Moment (Ft-Lbs) N/A -586 2329 -2854 N/A 347 N/A Live Deflection (in) -0.050 0.089 -0.014 0.004 Total Deflection (in) -0.054 0.100 -0.016 0.005 ADJACENT span loading over support # 3, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -1271 396 -11 269 -646 611 -511 Max Shear (lbs) -1338 492 -37 527 -1020 977 -569 Member Reaction (lbs) 1831 564 1998 569 Support Reaction (lbs) 1831 564 1998 647 Moment (Ft-Lbs) 0 -1740 153 143 441 -680 349 Live Deflection (in) 0.047 -0.035 .0.009 0.004 Total Deflection (in) 0.044 -0.026 0.007 0.005 PROJECT INFORMATION: John Deere OPERATOR INFORMATION: brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI° and TJ-Beam° are registered trademarks of Trus Joist. e-I Joist'", Pro"' and TJ-Prd° are trademarks of Trus Joist. a~ ` ~ ®~ `ljlf~~,~ . MEZZ. FLOOR AT CONF. RM. ' YA ' TJ-Beam®6.16 SerialNumber~;7100293~~ 9 1/2~~ TJI®/Pro(TM)-100TS @ 16" o/c User:2 5/3/20057:24:18PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 1.16.5 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 18' 3" a. o , ,o b 1 p~ _ ~ $. 3.. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group -Assembly -Moveable Seating (psf): 100.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Llve/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 591 / 81 / 0 / 672 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 1498 / 225 / 0 / 1722 63 None 3 Stud wall 3.50" 2.25" 503 / 59 / -50 / 563 A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ-Strand Rim Board -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1000 1000 1120 Passed (89%) Rt. end Span 2 under Safe ALTERNATE, span loading Vertical Reaction (Ibs) 995 995 1120 Passed (89%) Bearing 3 under Safe loading Moment (Ft-Lbs) -1568 -1568 2085 Passed (75%) Bearing 2 under Floor loading Live Load Defl (in) 0.128 0.245 Passed (L/920) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.142 0.490 Passed (U826) MID Span 1 under Floor ALTERNATE span loading TJPro 56 30 Passed Span1 -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED ~ NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling -None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.22 PROJECT INFORMATION: JOHN DEERE OPERATOR INFORMATION: Brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax :208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Heamm are registered trademarks of Trus Joist. e-I Joist"', Pro'" and TJ-Pro'" are trademarks of Trus Joist. i ~ ~ ®~ ~ lljlf~a ~ MEZZ. FLOOR AT CONF. RM. '• TJ-Beam~6.16 Serial N"mb>~`O`'; 9"~ `~ 9 1/2" TJI®/Pro TM -100TS " ( ) @ 16 o/c User: 2 5/3/2005 7:24:18 PM Page3 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 9.50" ~ 8' 0.50" Max. Vertical Reaction Total (lbs) 672 1722 563 Max. Vertical Reaction Live (lbs) 591 1498 503 Selected Bearing Length (in) 2.25(W) 3.50 (W) 2.25 (W) Max. Unbraced Length (in) 42 39 51 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 75 -103 92 -53 Max Shear (lbs) 77 -119 106 -55 Member Reaction (lbs) 77 225 55 Support Reaction (lbs) 81 225 59 Moment (Ft-Lbs) 148 -205 76 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 578 -793 704 -409 Max Shear (lbs) 591 -911 812 -422 Member Reaction (lbs) 591 1722 422 Support Reaction (lbs) 623 1722 453 Moment (Ft-Lbs) 1137 -1568 579 Live Deflection (in) 0.097 0.030 Total Deflection (in) 0.111 0.034 ALTERNATE span loading on odd # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 627 -749 189 56 Max Shear (lbs) 640 -861 215 54 Member Reaction (lbs) 640 1076 -54 Support Reaction (lbs) 672 1076 -50 Moment (Ft-Lbs) 1337 -1082 N/A Live Deflection (in) 0.128 -0.046 Total Deflection (in) 0.142 -0.044 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 26 -148 607 -518 Max Shear (lbs) 27 -168 702 -531 Member Reaction (lbs) 27 871 531 Support Reaction (lbs) 32 871 563 Moment (Ft-Lbs) 19 -691 918 Live Deflection (in) -0.034 0.069 Total Deflection (in) -0.024 0.073 PROJECT INFORMATION: JOHN DEERE OPERATOR INFORMATION: brent mcfarland jrw & associates 1152 bond ave rexburg,ID 83440 Phone :208 359-2309 Fax : 208 359-2271 brentmcfarland@208 359-2309.id Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJIe and TJ-Heam° are registered trademarks of Trus Joist. e-Z Jois t'", Pro'" and TJ-Pro'" are trademarks of Trus Joist.