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HomeMy WebLinkAboutCO, BP, APPLICATIONS, AFFIDAVIT, MAPS, & STRUCTURAL CALCS - 06-00330 - AMET Building O = ~ ~ ~ rn m °° ~ C rn v ~ ^~. ~ a o a~.~ ~o ~ ~ m aa~~~°- m O _~~~~~ < °° m rn _ ~~~~y0 y C y n O ~ v A c ~ m ~ ~ o C O ~ c 3 ~ ~- m _ n ~ N O' ~ Q 07 Q ~ ~ f O Z , O O_ 7 N in o ~ o C m v ~ ~ ~ v "'~ r ~ ~ ~ s o v o m V1 ,~ ~ C s n r . 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O W ~ ~' O ~ ~ 0o n ~ mn m ° ~ y ~ y S fl1 ~'Dm'_' ~vy m ~ ~~- `° ~ c~~ 3 ~ m ~ m . ~ ~ 3 0 0o O O ~ ~ n ~ .- n O ~ n w ~ ~ ~ czn '-' c ;° ~ ~ Z mg N ~~~ ~ C'1 p m •< O ~ C ~ ~~ ~. z ~- n ~g ~ y n Z N O CO 00 V ~ U7 A W N ~ p Cfl OD V ~ tli A W N ~ ~ > v m > v ~ O- ~ °' p ~ = 5 C ~, o ~ ~ 3 ~ ~ ~ 3 co m C n °: -n C a m -n C a v -n O ~ co -n O 5 cfl -n O_ > co ~ O_ > cfl r `< O ~ r `< O ~ ~ C1 ~ ~ c_ Z C7 ~ > v z cA-6 S > n_ ~'I ~ Z77 ~ m ~ w y c ~ 3 A ~ 5 7 y D C D 1 z .D m n -I Z W ~ C r v v Z ~io~gexac$~,' CIT1 of Certificate of Occupancy "~~ ~~jjjZG City of Rexburg `• `~ ~, Department of Community Development America's Famil Communi 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (2081359-3024 'Building Permit No: 06 00330 Applicable Edition of Code: International Building Code 2006 Site Address: 355 Dividend Dr Use and Occupancy: AMET Type of Construction: Type V, non-rated Design Occupant Load: 188 Sprinkler System Required: Yes Name and Address of Owner: Amet Inc 35 N 1st E Re~urg, ID 83440 Contractor: Silvertree Builders Inc Special Conditions: Occupancy: Business -office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 109 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 v-es found to be in compliance vUth the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: September 03, 26108 (04:3~M) C.O Issued by: Building Official 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. Plumbing Inspector: Electrical Inspector: Fire Inspector: ~ =~"'v~ '~'~-~_ PSZAdministrator: t ~~ --~~ ,.---.r ~ ._. - L . ~ .. - .. _T> - _- CITY OF I~EXB UKG BUILDING PERMIT APPLICATION 19 IJ MAIN, REXBURG, ID. 83440 208-359-3020 X326 PARCEL NUMBER: SUBDIVISION: UNIT# 15LUC,I~FF LV 1 tt, Is based on the Intormarion -must be accurate AFR MT'T' # Please ~ 06 00330 AIVIET Phase 2 ~ ~ Submitted 8/30/07 CONTACT PHONE # S5 b °~ PROPERTY ADDRESS: ~~ ~ 1 ~/' i I ~ 1^ PHONE #: Home ( ) '-'~"^ Work OWNER MAILING ADDRESS: ~~~ O+ ~ r ~+d CITY EMAIL """'-- FAX '_'" Cell ( ) STATE:~ZIP:,~I~ APPLICANT: (If other than owner) ~' ; '~ I~ T'1'~'P~ '~j u,t c~ ~ S,L~t~ . (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS f1JS.~ ~ 1 ~{ ~ CITY: S STATE; !''_~-- ZIP~YQMAIL ~~/~-~~~-° FAX ~ SfG - ~ ~!~ PHONE #: Home ( ) ~--~~ Work ( ) ~5 ~'-~ yC?L~' Cell ( ) ~`f~ ~ S ~ ~ `~ CONTRACTOR: MAILING ADDRESS: PHONE: Cell# CITY STATE ZIP, Fax# EMAIL IDAHO REGISTRATION # & EXP. DATE ICC~ ~~ How many buildings are located on this property? ~ Did you recently purchase this proper No Yes (If yes give owner's name) Is this a lot split? YES (Please bring coopy of new 1 gal description of property) PROPOSED USE: (-+~~+~.~-~'~ ~~ (i.e., Single Family Residence, Mul~ti~amily, 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 infom~ation 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 Ciry 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 revoke a pemut on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Pemut void if not started within 180 days. Pemvt void if work stops for 180 days. /~/~ Signatur~of~er/Applicant ~ ~ ~ DAT Do you prefer to be contacted by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTE ~ Plan fees are non-refundable and are paid in full at the time o lion beginning anua City of Rexburg's Acceptance of the plan review feed n ons~}~~ plan,.-~pp~roval **Building Permit Fees are due at time of application** **Building i are ~i'd~if }ro~+ cl~~d Work# CITY OF REXBURC I 2 Build~g Safety Department City of Rexburg 19 E. Main janellhQrexburg.org Phone: 208.359.3020 ext 326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 ~;a &ExaUAC'7 us~ o ~~`'~ ~ E o CITY O F REXBURG America's Family Community Affidavit of Legal Interest City Notary Public of Idaho Residing at: My commission expires: State of Idaho County of Madison I, Name Address 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. 3 Please complete the Y 're Application! If the question does not apply Ell NAME PROPERTY ADDRESS .355 ~i ~ ~ ~ ~° , SUBDIVISION Dwelling Units: Parcel Acres: SETBACKS FRONT 06 00330 Amet Building SIDE SIDE BACK Remodeling Your Building/Home (need Estimate) $ SURFACE SQUARE FOOTAGE.• (Shall include the exterior wall measurements of the building) First Floor Area 17 b 5 ~ Unfinished Basement area Second floor/loft area 7 45~ Sf Finished basement area Third floor/loft area ~ ~" Garage area Shed or Barn fV ~ Carport/Deck (30" above grade)Area j~l.) I ~~~ L( Water Meter Quantity: - '~ * Water Meter Size: Required!!! PLUMBING ~`~~ e g~'~" • Plumbing Contractor's Name: ~~'~`'~- ~-~ ~~ Business N//ame: ~ l ~•~''~ ~ tCi,4Je~( Address ~~ City (~ TC'~•c State ~ Zip Contact Phone: ( ) ~!~ ~ ~ `'~ / Z 7 Business Phone: ( ) ~'~ J.~"~ - ~ f ~ 7 Email f~ ~ Fax ~A z-~~~~ ~ ``t C' J~ FIXTURE COUNT ('including toughed fixtures, Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa ~ ~a~ i s ~~ P' ~ - P ~~" Sprinklers Tub/Showers Toilet/Urinal Water Heater Water Softener Sinks (Lavatories, kitchens, bar, mop) ~_ Plumbing Estimate $ ~ ~~~ Commercial Only) G,~~t~ ~,~- Z~ ~~ Req ' d! S' afore of Li sed C ctor License number The City of Aexburg's permit fee schedule is the .came as require Date the State of Idaho 4 Please complete the a Application! ifthe ~.~~~~-- a ~- - ~ --- ~ - - NAME le ~ 06 00330 PROPERTY ADDRESS ~'S~ Q w ~ tD.c<.-~l ~~ . A D SUBDIVISION L-1met 1.-~Llilding Required.!! MECHANICAL Mechanical Contractor's Name: ~... y ('~' g taw Business Name: _ ~ti~J"l ~t c~q~, Address City ~'~'~'l. State ~- Zip~~ Contact Phone: ( ) ? C7 ~ °-" ~ ~ Z 7 Business Phone: ( ) ~~j ~ --~-/ [ Z 7 Email Fax ~q'0,6?l~ 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 & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor License number Date The City of Bexburg's permit fee schedule is the .came as required by the State of Idaho Buil 19 E. Main Rexburg, ID 83440 g Safety Department City of Rexburg janellh@rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 OF gEXBURC ~; r0 '~ 's u c ., 'e `'=k.o CITY O F REXBURG America's Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO APPROVED BY: -Al 1 Ll 1.L11 V 1 11 V 1' V 1<1V1L'11 1 V 1V Business Name: ~ Office Address: 355 ~; ~ i ~-~ '~ ~ ~-~,t.~c slc___ ~- `~yr~~ City State Zip Office Phone Number: ( )_ ~ j fc a ~7.2 ~? "~ Contractor Perform.~.~in the Work• Contact Person: 1 Kt~-I Cell Phone # ( ) ~ C U S ~' .3~ Street Address Where Work Will Be Done: S ,~ ~,-. Business Name Where Work Will Be Done: l4 cr..e~ • Dates For Work To Be Done: N 6`u.r'- To (- v Contact Person: '"~ ~ aS~~ o-K- w " $r~-t•~- Phone Number: ( ) ~ ~' ~ Cell # ( ) 3f ®~°-- y~.2 y '2_ 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 Applic s Signature Date Si~~ 7 Aug. 19. 2008 $:53AM ~ ~ No. 6854 P. 7 Building Safety Department ~oeaexaut~e Clfy of Rexburg ~= 'a ., 19 E Maln jonellhC~?rexburg.ag Phone: 208.359.3020 x326 ^ ~,~,, ~.~ Rexburg, (D 83440. www.rexburg.org Fox: 208.359.3024 "° ~~ CITY O F j ~-+L u/ V 1\~ cis+ America's Faatlly Commanity OWNER'S NAME .~ ~`'\'E'-'C' PROPERTY ADDRESS ~~~ 171J ~~~-~~1 Permit# ~ SUBDIVISION PHASE LOS' BLOCK Requixed~~~ LLEC?".R.ICAL Electrical Cozttcactor's Name ,t~~Qk~ ,LUt~C'h Business Name ~/Pw-C' ~~K'~r~C Address ~~3 ~s'~" /~b~Z-~ -_Cxiy ''~ ~! State ..~ ~iP~ Ceu Phone ~`~ ~~.~'3d ~ .. Business Phone ~~-~~.~ -3'Oz~~ Fag ~~ y..5 ~ Electrical EBtimate (cost of wiring labo (COMMERCIAL/1V1r[JLTI-FAMILY ONLI~ flitclader the cast of materials urstalfed n~ard~sr of the pay st~filyrng et). r.~~s o.~nvsr~rroly (lYew Rcsddential includes everything coatauted within the trsidenda/ structrue and atracJaed garage at the same time) RESIDENTIAL ONLY ^ *Up to 1,500 sq ft - $72 0 *1,50.1 to 2,500 sq ft - $120 o *2,501 to 3,500 sq ft - $16$ ^ *3,501 to 4,500 sq ft - ~21G ^ **Over 4,500 sq ft - X216 plus ~.(?4/sq ft: sq ft total ^ Existing Residesxtial {# of Branch Circuits) - $40 plus X10 pex circuit: # of circuits ^ Temporary Construction Service, 200 amp or less, amc location (fot a period not tb exceed 1 yeaz) - X40 _~~ ^ Spa, .Hot'Tub, 5witntning Pool - $40 plus X40 grottodirtg grid where appli ~ ~ (2~ (~ M ^ >~;~ectric Central Systems Heating and/or Cooling (~vhnt not past of a aem reriden, and no additional avirin~ - $40 ^ .Modular, Manufactured ox Mobile Home - X50 plus X10 per circuit ^ Othe= I~stxllation~: Wiring not~specificallq covered by amy of the above: Co.rt of Wiszng ¢'~° Lit6or. ,l ~Ixclader the mrt of masnidlt it O Pumps (Domestic Water, Irrigation, Sewage): horse pow ^ Requested Inspections (of existing witia~ - $40/hr (1 hr minimum) plus X40/hx thereafter tl Temporary Amusement/Industry - $40 plus $10 per ride, concession or generator *Includes a maxunum of 3 iaspecdotxE. additional inspections charged: at zequested iospection tats of $4U pcr hour. ** Inc]udcs a nza.~mum of 4 inspections. 1ldditsonal inspections charged at requested inspection rate of 54Q per hour. Litcnscd license aumbcr Date • SUBCONTRACTOR LIST Excavation & Earthwork: ~ Cl` ~-'~, /_ (, `~ ~ f~"-'V"~ Masonry: !~ 8 r r ~ ~ i+'1~._L~t.-~~7L~.~/"~-/ Roofing: ~ ~) U~-~~~ ~~ - tA-t ~~a Insulation: Cjc r (,1~-~.1 ~~~ fj e~,~ ~,,~..t.~ Co erings:_ ~j/'~.~z-~.,J ~-~. ~ `-~-'i~'~- J ~. ~lt~-l ~ Hea (,T 1 / Special Construction (Manufacturer or Supplier) Roof Trusses: ~ ~~`'~~"~'~''V ~ ~~ Floor/Ceiling Joists: ~` l `~ Siding/Exterior Trim: `l `1 8 Z ~ O _ -~ N ~ m W TmT N C rn ° - -1 .~ ~ ~ ~ a ~, ~ m ~ 3 ~ N c ~ v ~ m ~ m -o a Z '~ ~ a a ~ ~ O v °= o- ~ co ~ W 7 ~ ~. N N O ~ - N M W m ~~ ~N m o ~~o. N o ~ ~ m ~ 7 ' C O SU ~ ~ O (~ C N O o m -' a ~ m ~ _ ~ o_ ~ n ~ ~ D Q '~ ~~ C a ~ m s s fR m --I v ~ ~ ~ S s ~ v o c _ ~ .0 a ~. ~• ~ ~ n ~ ~ a ~ o m w 3 ~ W a~ ~° ~ a _ Z -~ Z ~,v~~Z ~~ ~o a = ~os~o ~ m = ~ N N "'~ C ~ ZntO O' T C O O n O' ~ N (~ •. N O N fl. . •_ v n ~ n, a o m _ _ o ~ xv N ~~ N o ~ Z p O N -O --p ' N N N O /1 Y C j o =3 "~.~ a' ~ n . ~ m (~ ~oo~o ~ m n a ~ ~o c. 3 y 0 n m n m (n -I N 0 ~ = T Qo C 'TI ~ v D ~ _~ N O. m ~ .. 3~m ai ~ ~ 0 00 0 o Z~~ n m ~ .,~ n z vocvi w = ° 3 0 ~ ~'-^~ '~ °'~ gy Z ~ ~~ W O ^' p 1 " ~~ C1 O m ~ -° ~ ' ~ ~• O ~ Z ~ o O ' ~- / ~ - jg ~ _ " \/ ~D f1 Z N O v a' ~D Q .~ ~ ,~ .. Z s `~ v; m W~ ~~~ ~:~~3~ ~ ~ k %+~ n ~~~yvZ -~ 3a_~~~ ,D~~y~ 'CT~~ y Q ~ 'C O <p a~- O 0 3.~_~' ~~~ ~~ ~ ~- y n ~ ~ 0 n ~ o fl, ~ p ~ ~ N cy~`° ~ o ~ ~ a y ~ ~ N `G y 3 y ~ r ~ OO n p ~ ._11! W~~~, •~ ~ °. m -, `° 3~3a ~c ~ .: _. -ac°W ~e~u3af'~~ o a ~ ~ ~l Ol ~ O C. ~ ~~~ ('~ ~ 01 `~ a. o ° ~' ~~Z ~ ~~ ~ ~ ~ a ~, ~ X ~ ~ ~° 'm o 7~ C H Q, ~: ~, O "' 3 y ~ Ui P W N ~ ~ ~ ~ ~ ~ a~i - ° ~ Q N co ~ c co ~ = °' W 1 ~ n• m ~ CD ''1^^ V/ m ~' ~ o ~ m n o ~ 2 m ~~ Z C n Z O D m W C W g m w W 0 G d m a 0 z .~. 7 m 3 .. C v 0 0 rn 0 0 w w 0 m v ~ ~ ~ r c ~ O ~ ~ ~ 2 Z ~' ~ v ~ v ~ ~ g <D <D a a N ~. a }S3 ~'.)TrO 3ii'~ .~. m K o ~ .~ S " 0~,~0 o .`i / ~ ~• 4 ~ n '-i k 0 ~. ~'G CO aD V Q) (Jl ? W N -~ ~ ~• v ?i ~ In n ~_ ~ O S v, ? ~ ~, ~ ~ o ~_ O. ~ 'n o r v W c r v_ Z v G7 .~+ ID g ~D a Z y '~ m Z n v CIT ~ OF KEXB UAG • BUILDING PERMIT APPLICATION Please 06 00330 19 E MAIN, RExBURG, ID. 83440 If the que; AMET Building ~~~ 208-359-3020 X326 ~.4 PARCEL NUMBER: ~ ~,~~~'~C,~rJ,° -, (We will rovide this for you) SUBDIVISION: UNIT#BLOCK# ? LOT#~L (Addressing is based on the information -must be accurate) CONTACT PHONE # PROPERTY ADDRESS: ~~' ~~ ~~~` y l Q~~ ~ T~ Rr. PHONE #: Home ( ) Work ~l 3~i(~~Z9E'~ Cell ( ) OWNER MAILING ADDRESS: ~ S l'1 • I~~ ~ CITY: STATE:~ZIP:~~ EMAIL FAX ~~~~~ ~~ APPLICANT: (If other than owner) ~/~-~- (Applicant if other than owner, a statement authorizing applicant to ac ~~~ ~Yu~ APPLICANT INFORMATION: ADDRESS~_ ~~ ~ -1~(~ STATE; 1 ~ ZIP r33~t'~ 0 EMAIL_ )y~th\is a~p~p~lic~ati~o~n.) -CJL1-~~'sa-P~"1- PHONE #: Home ( ) Work ( )~irJ~O~~Z~~'y Cell ( ) CONTRACTOR: MAILING ADDRESS: °tI ~ ~~~JY~~ ~~~V~ CITY G STATE~ZIP~~,Q PHONE: Home# Work#(~(o'9~l ~ (Q Cell# 35 ~'' ~Zq 4` Fax# 10501 ~ ~ y S EMAILr1~Ic, ~ca~te°ne,pe~ IDAHO REGISTRATION # & EXPIRATION DATE ~ 3 How many buildings are located on this property? Did you recently purchase this property? No es (If yes give owner's name>~ ~M~~C 1 N ~. Is this a lot split? 1~0 YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of pequry, I hereby certify that I have read this application and state that the information herein is correct and I sweaz that any infom~ation 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 Ciry regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the Ciry to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a pemut on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the applicaq,pn or on the pis on ~hichjhe pemut or approval was based. Pemut void if not stazted within 180 days. Pernvt void if work stops for 180 days. Signature of Owner/Applicant Do you prefer to be contacted b fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON ~ Plan fees are non-refundable and are paid in full at the time of applica City of Rexburg's Acceptance of the plan review fee does not **Building Permit Fees are due at time of application'k* *'kBuilding Permits G / 30 / zoa ~t~~uv~ Wing J~~a}}n~~u°°ary 1. 20,,0((5. you~c~hf~ck~o~s itritO~ear* CITY OF REXBURG I 2 i pF gEXBL•~G • • y rG C X O F 1 ~ __..___._ _.__.__ ...____..._ • '~ ~ BUILDING SAFETY DEPARTMENT `~ R_______E___X__ I3U____R__G_ ~' 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 s'a~ , ; jm' America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024 www.re~xbure.ore ianellh ,rexbu ~re.orQ Affidavit of Legal Interest State of Idaho County of Madi n I, Name Address City State Being first duly sworn upon oath depose and say: (If Applicant is also Own of Record, skip to B) A. That I am the record owner o the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pe g to that property. B. I agree to indemnify, defend and hold R xburg City and its employees harmless from any claim or liability resulting from any disput as to the statements contained herin or as to the ownership of the property which is the subs ct of the application. Dated this day of , 20 Signature Subscribed and sworn to before me the day and year first above Notary Public of Idaho Residing at: My commission expires: 3 • • Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME I~'~I o PROPERTY ADDRESS 3 Permit# SUBDIVISION Dwelling Units: ~~ K Parcel SETBACKS FRONT SIDE SIDE BACK Remodeling Your Budding/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 '1~~0(~ Finished basementN ea_ Third floor/loft area N Q Garage area Shed or Barn ~ At Carport/Deck (30" above Water Meter Quantity: Requlred.~!! FL UMBING Plumbing Contractor's Name:. u I~iN O~ N Business Name: U N ~N OWN Address UN~~nw~ City State Zip Contact Phone: ( ) Business Phone: ( ) Fax FIXTURE COUNT (including roughed frxtures ~y~, Clothes Washing Machine / Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) ' Water Meter Size: ~~ ~'' ~_ Sprinklers Tub/Showers __~2~__ Toilet/Urinal Water Heater Water Softener Plumbing Estimate $ (Commercial Only) Requiredi Signature of Licensed Contractor License number Date The City of Kexburg'.r hermit fee rchedule is the .came as required by the State of Idaho 4 Please complete the enti~ Application! If the question aoet~t apply fill is NA for non appficabk NAME p PROPERTY ADDRESS S ~ ~ ~ Iv SUBDIVISION _~ Requlred.!~! MECHANICAL Mechanical Contractor's Name t(V ~ ~'f ~~U ~/ ~ Business Name: ~~~~1~ L~~. Address ~ U ~ S ~ ~ ` ~{~ 1`1 City Ko ~~~~ State Zip Contact Phone: ( ) Business Phone: ~ 313' ~ 04~ ~ Email Fax Mechanical Estimate $ (Commercial/Mufti Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace 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 Exhaust or Vent Ducts 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 1V~echanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. RC red! Sign tore of Licensed Contractor License number ate The City of Kexburg'r permit fee schedule is the came as required by the State of Idaho Permit# 5 ~ ! O~ g6XB URC ~,y rd CITY OF o nrV~j~)~ BUILDING SAFETY DEPARTMENT ~~ 1~~..11)) IIJJ 11~~ ~ 19 E. Main St. Phone: 208-359-3020 x326 ,Bl ~ S M E D ~ America's Family Community Rwww re~bure.ore3~ Fanellh 8 rexbuxOZorQ 1~~ g~ APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #:_ PERMIT APPROVED: YES/ NO APPROVED BY: BUSINESS NAME: OFFICE ADDRESS: Ciry OFFICE PHONE NUMBER: (' CONTACT PERSON: ~b~tN '! $50.00 FEE PAID: YES/NO State Zip CELL PHONE # (~~.)~b -13 D -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: ~ S ~ ~?1V ID AND ~2~ BUSINESS NAME WHERE WORK WILL BE DONE: ~cM~ 1 N.(~. DATES FOR WORK TO BE DONE: ,~U ~`~ 1~Ob(~ TO J U1`I~ ~(~, 2D~~`" CONTACT PERSON: PHONE NUMBER: ( ) CELL # ( ) PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES Cy' FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS C~ INDUSTRIAL OVENS ^ LP-GAS ^ PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS ^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES P CANTS SIGNATURE DA 6 • . SUBCONTRACTOR LIST Excavation & Earthwork: ~~ a N ~C ~ U G'C 1 ~N ~~L ~ ~ C~~ Masonry: Floor X Heating: 1~~~u~/1~ ~~~jV~~~~i ~I~~~I~l~ ~p ~ti~~'• UV~'iMkC~ hTtiti~ ~~~~~o Special Construction ~( ~~('(M Ianufacturer owr,Supplier) Roof Trusses: ~/~~,YI1~ 1 ~ '"/ 1 ~~ V ~~,~~~1 dl l Floor/Ceiling Joists: W ~Ai Siding/Exterior Trim: `~~i ~I M~~ h~~ ~ ~/ ~, R~'~ L~ ~ ~M U EXEMPTIONS FROM STATE REGISTRATION As of January 1, 06, the City of Rexburg can no longer sell permits without having a copy of your State registration number r your exemption from the State registration. Please send a copy of your state registration or fill out this form sho ~ g your exemption and send it with your license renewal or your next permit application. (This list is a summarizatt of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at _ .ibol.idaho.~ov/cont.html ^ Currently State licensed ursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors/J urneyman, 12 Engineers/Surveyors, 19 Public Works Contractors empt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Ma agement Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilatio and air conditioning systems ^ Employee or volunteer of a licensed ntractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ^ Employee of a US Government agency tate, City, County, or other municipality) ^ Public Utility doing construction, mainten ce, 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 co less than $2000 ^ Operation of a farm or ranch or construction of a iculture buildings exempt from Idaho Building Code ^ Any type of water district operations ^ Work in rural districts for fire prevention purposes ^ Owner who performs work on own property or contra s with a registered contractor to do work as long as the property is not for resale within 12 months ^ Owner or lessee of commercial property performing mainte ance, repair, alteration or construction on that property ^ Real estate licensee/property manager acting within Idaho Cod ^ Engaging in the logging industry ^ Renter working on the property where they live with the property o ners approval ^ Construction of a building used for industrial chemical processing pe Idaho Code ^ Construction of a modular building (defined by Idaho Code) to be mo d out of state I hereby certify that the above information is true and correct to the best of my Signature Date Print Name Bui 19 E Main Rexburg, ID 83440 OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT g Safety Department City of Rexburg janellh @rexburg. org www.rexburg.org Phone: 208.359.3020 x326 Fax: 208.359.3024 OF 4tiX8UAC ~a ~o ,~ 7~ v ~ ., t°< CITY O F REXIiURG America's Family Community BLOCK Permit# Required.!! ELECTRICAL Electrical Contractor's Name ~~a~~~ ~`a G~ ~/~'~Business Name Address ~~~~~ ~' %%/~ ll~ City / ~ ~ ' State ~ Zip ~S~ .Z Cell Phone (v~)3/~-Ch/~/ Business Phone (o~~ ,3~,3"-dt/,$"~ Fax (~~' vZ~7- Dc/~J Email ~it,di3 f /~L- C~ iG~ • ~'1~7~` Electrical Estimate (cost of wiring & labor) ~JL~~~ (COMMERCIAL/MULTI-FAMILY ONLY) TYPES OFINSTALLATION(RESIDENTIAL) (New Residential includes everything contained within the residential structure and attached garage at the same time) Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and/or Cooling (when not part of a new residential construction perniit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement/Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. ~~ Signature o Licensed Contractor The c~ ~-~~~ License number 's permit fee schedule is the .came as l~ y o.~ ate the State 6 RE VEST TO EXAMIi~TElCOPY PUBLIC RECORDS DATE: 1r "" ' ~ '~ ~) I hereby reque~,st, pursuant to Idaho Cade Section 9-335, to examine and/or copy the following public records: r ^ These records specifically pertain to myself. ^ I wish to merely examine these records. I wish copies of these records. en Printed Name: Tr' ~ y ~ S ~ ~ ~~ ~ Mailing Address: ~~ ~z'~ 3 3 SZ- T G+Gt~a h-~I~S~ ~~ ~3 i/o ~ Telephone Number. ~~~ ~ 7 ~- ~-- ~y ~ ~ ~ - - Signature: 1 acknowledge by my sign ure that the rec~rds sought by this request wz[c not be zzsea for a mailing list or t le one list as set forth in Idaho Code Section 9-348. Please allow us ten working days to complete your request. This request has been reviewed by city attorney on the ^ Approved ^ Denied day of .200_. 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N W W H O N fTi O ~ _ _ W _ _ O c0 O Ut ~P W D N ~ A -P Oo tT rn N ~ J -P ~ ~ w N rn II N WO N O O N -P (O W 'J OD V O 01 N CP C.71 -P 03 W W N OO N N ~ ~! R1 2 y rn _ n N ~ W O W O -- O1 O U1 tD W 00 N ~I N C71 O .p ~ W W N CT rT'1 ~ N N SPECK .BUILDINGS 7311 E. fRANKLW RD. BWTE #104 MERIDIAN, IDAHO 83842 SPECKBUILDINGSBU~OI..COM PH: ZOB) 888-Bi779 FX: (208}8860904 \~ PRDFF ~ s 9FS~ < y~1 ~ ~~ ~ ti N O ~ ~ ~"' ~~ Fy b3~~\ SHEET TILE: TYPICAL DETAILS roe NAME: RB CONSTRUCTORS AMET 50x150 ~ocATION: REXBURG, ID ~ ~ m ~ rn ~ ~ w mm N D o i1 c ~ ~ D W D ~ D ® D UJ D W D ~ D W D W D n ~~ C7 D _ W _ O ~ ~ w cD ~ O cn pp ~ c~ w V N OO ~ OS W tT rn -P W -P J W rn W v N ca N oo N N N rn -~ o D m ~ -„ n _ tD W _ V W CT N W O N CD OD O V +r CT D i~ W m ~ O ~ J Q1 J ~ c6 ~I N ~ -P -P O ~ O) W N N II N W O 0 p J t p ~I pp O) J U1 6~ ~P -A W W N N N N -~ N rn ~ O ~ OJ , ~ O -. N N U~ W OD W W O) OO tO N N ~.i = ~ N _ D ~ ~ W O n7 0 O OD CD J m tJ1 (.I~ _p, -P W W N m ,p C.7~ .r C31 O) C1~ _. 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G7 ~~ ~ ~o - o m cn ~ C rri co n = ~ IT1 =1 z ~ ~ m ~~ Q o ~o rn .~ m ao 'U D z ~ c0 ~ D ~ z Z I C ~ ~ I \ I ~ ~ ~ I C!) D m ~ ~ m p m CONT. FOOTING z I ~ o zp o SEE NOTE 7 \ mNn ~ ~ m o D co ~" °-~r~s rT1 i ~ DD ~ (n ~~~A~~~ ~x ~ ~ + ~ O ~~ ~\~ m o D r; o m~oo~m~ Qnla`_ DD ~'' - cn z zcn D~ ~~ >~~ ~oo~oDm,a m~ N mn °ri ~_ ~N~~o~~ ro W O m~ m m m m~ z c 'O~°~g®~C~1N1Vwpo m ~ D~ ~m 9" 3'-0" MAX. D ~+~rr'i oo° W 7 .ZJ z~ m r "Z o ~ V ~ '- -~ ~ SEE NOTE 5. `- o GVDOWDN~~ m ~/ rn ? ~ m' ~ a` 0 ~ pv r S A Z D m x ~ z r,~, o y .. A A ~ rn = x D _. m 2 0 m~~>- ~~ SPECK BUILDINGS I I ~~~ ~ oM 8704 I PROF ~ S ~ <~' a1 ~' ~ ` s~ F z ~ y c o ~ -~-~ -~F~o~ NO a3 ~~ ~~~ o ~~ 3~' sHEET TILE: TYPICAL DETAILS ~oB NAME: RB CONSTRUCTORS AMET 50x150 LocATioN: REXBURG, ID LOCHSA ENGINEERING - OF~IDAHO = 1311 1. Jelhmn SL Boise, IdOho 83702 Phone 208 342-7168 FOIL 208 342-3079 24" MIN. ~ ~' ~ 24" MIN. ~ ~J D ~ ~ ~,, ~ _ ~rn4 1\v °'~, ~ m ~ wxco r~*-±T ~D(n-~ m~ ~$rr- a orr*iz~ ~mc ~' fTl ~'`~ °o ~c~ ~~n\i ~ ~ 3" GEAR o -cvz ~ ° ~~oN cmZ ~Tf rn D rA t 1 NDi p '~ D~ °rr*7Z~ 'C ~ •° ~ Z ° ZZ'*'1 O ~ ~ n ~ < vp0=N ~ ± I rn ~ ~ N rn MIN. .-~v i ~ z a` ° c o ~t7 ---- I f ~ ° ~ e ° z . ~ ~ ~ ° ~ c~ e ° ~ n o' TI -P tTl D x ~ ~ x z N 2'-4" ~~'~_ °X ° 2,-4,. 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D N_' ~ z ~°° map O Zzom~o W m ~ z~ D S O m O D ~~ m ~ O ~ c7 o D „T cn ~ m z Ocn rnm S~c,a m--+ nz-DS -o m-r ~ O~ m rnr~ rn OZO rno=~ ~.-zT'I ~ ~ m~ Orn z ~ m w ~ s`~'~TCi ~7 a ON NO ~)= C~ -D-into\D SOO'o0 Opz m~ +~~~ ZJ zm~ rn-pp~ rr- ~mc~yri ~z~ Zn Y ~ O W ~ WZOVIry -{~ OZ r I ~ZO m ~, 4„ ~ ~°ci ~ ~ z m ~ m = rrn -- _ ~ ~' n I O s ~ o ~ ° O ~/ O ° D ~_ = v w rn z ° z ~ m ~rn -Di -~ ~, no m O m r- ~ ~ Ocn- ~z = zm ~ cn (T~ Z -O < a ~ e p m _~ p ° ~ O =~?rn~N~ Fpm?~W o r~ j c~i~~'cm^~~~ W ~ ~ ~p_ ~ m m cZioo ~c=io~ ~~~~ ®a ~ ~ w z~~ ~~ N ~S-~'..~ (CTI D ~~~---- ~~~~~_~ ~ W W ~ ~ ~ ~ r ~f DDgg--~N NJ+~gI ~ o' D,opo O W,V W' N ~ 8„ ~,-6„ ~o~~iig® O ~ N p ° ~~ ~ODOU)~ mODN:'* M W m ~ ~ m A Z '`n Z ~ ~, A ~ x m C 3 0 ~ A A .Ti ~ O Z N i ~ N = ~ ~ O y ~ p - 8 ~ A 8 SPECK BUILDINGS 1311 E. FRANKLA! RD. SUITE C70d 1AERIDNN, IOAi1083642 SPECKeU6D1 OL.C~A PH: 208 888-68 9 FX: 688-0004 PROF F o D ~ T ~ N_ ~~ rFF~ HOa3 ~~\~~^> SHEET TILE: TYPICAL DETAILS Boa NAME: RB CONSTRUCTORS AMET 50x150 ~ocATION: REXBURG, ID LQCHSA ENGINEERING or' IDaHO 1371 ^, Jeffatm 9. eon. ~ s3~oz ww~e (zosj 34z-»66 Fax (208) 342-3079 y. . ~ ~- $•i-'I' ~_ -=i i e '~ s v z~ m 1"`~ cn m T _° ~ N m a' x rv Q7 0 C ~OL-_ fr ~i ,i ' o 1 ~3~ O ~ fi ~ ~ ~ z ~ o ~ ~ n o~ ~ N N ~~ ~ / ~ V R T N m rn '~, N (31 i N I ~ N I ~m~ ~,~~?;z .b,rnOa n~iv ~~. cw T ~ x; c ~ v ~~~~ N~ ~ N ~~a ~ 1\ T '°~b~~~ m ~ b :~ ~ l ~~,~$ -~o Z ' L ~' m ~ ' ~ : ~ i ~ ' I ,.~ Cn~o - ~w: 00 .~ ~.. ~ o N N wZ I 7 4 [ !~ y..°~° $~ W W • C • C~ iii ~ ~ ~~ ~a_ z N ~ C' 4~ 4~ :~• ~ ~ ~, WV •~ . - - ~I O NA :n: ~ ~ ~; ~~ z ~~~ _~ ~ '~ z = W ~~o= ~ l1 .~ ~•z •?.~ ~~ ~~• ______ / ~ / ~ ~.~~ yam ieo _ ~~ ~~- : ~ :~: z ~ - - o • - - __= r -~ ~~ ~- I - - i 'Parking Adjoining Property Setbac ------ ~ ~ ~ c~r -- --- -- -- --- i ? ~ li li ~ v ~ '~j ? ~ ~ ~, OD OD D ~1 `~ fie. ~ M Q ~ p- ~ M~' ~ O O x ~ (0 -~ ~ C f -- 0 .. ' ~, . U ~ { 0 ~ ~ ~ N I N ~ D ~ A ~ (dl ~ I ~ l ~~ - - - N ~ ~: ~o -n a. - s , o _ ~ ~. ~ S ~ ~) X ~ -z ~ ~ ' ~ V~ S ~ •-F' F O I ~, i I o, C ~ ~, ~,~ ~ ~o' ~ ~, ~ a ~.i ~ ~~ ~ ~, g ,~~, ~ g,, F i ~I - -- - ~ ~ o ~ I i ~ ~ ~ N ~ ~ ~ ~, A to Q ~v ~ C ~ ~ ~ Q ~' Q ~ ~. ~ ~\ \ ~ ------- --- -- - --- --- -- -- t4--- - ---- 128' -9 5/8" --DIVIDEND DRIVE-------- Y~ s s Gary Leikness From: Shawn Larsen Sent: Monday, September 17, 2007 4:17 PM To: Gary Leikness Subject: AMET Attachments: image001.jpg Gary, This email is to confirm our conversation at staff meeting with regards to the AMET facility located at the Rexburg Business Park. AMET has been authorized to use the lot they own across the street from their existing location as a secure storage area for materials that are required in their business. It is also understood that there will be a building built on this property which will be associated with the storage area, but in the meantime the storage area would be allowed prior to the building being built. If you have any questions, please let me know. Thanks, Shawn 11~1avar 5,.1~awzs I.arsezz t2 No.rtl-t Certler 5t:rc:er. Rexb~~rg, I.rlal~o 8::>=#-It) ?(l$.35~..3E)?{} ext. 3?8 ?Ell;. ~5)3E)32 1~b1 www.rexburg.org r''y'~ ~`'~~ ,~ ~~ _ ~ _~ ~~;~ ~:l 06 00330 Amet Building LOCHSA iyl ~.:iil ~Lyiyl 111 i.:i • OF' IDAHO P ~ RILEY MAHAFFEY, P.E. ~ LEE HARRISON, S.E. STRUGTURAL CALCULATIONS FOR RB CONSTRUCTORSMAMET 50X'I ~vO METAL BUILDING FOUNDATION ONLYM RExBURG, ID CLIENT: SPECK BUILDINGS BOISE, IDAHO LOCHSA ENGINEERING OF IDAHO JOB N0.62168.00 ~nJ~~~uv~~nl U ll JUL 1 0 N106 U CITY OF REXBURG STRUCTURAL AND CIVIL ENGINEERING 131 1 W. JEFFERSON • BOISE, ID • PHONE (208) 342-7168 • FAx (208) 342-3079 BOISE-MCCALL-LAS VEGAS ~ LOCHSA ENGINEERING OF IDAHO ~cJl~lp~ad,/ /~- dlL7a/ Client -5~~~' Sheet ( of Project ~ ^ ~y"~~ ~~ ~~-~~ Job No. ~Z~(o~ra _ ~.t~N ,1~,~l0:~~/ Date ~ ~.b6 Engineer ~ .~'``-~~s- -- ~ tr ;- 3 - l m ~ ~- ` s , 3~ ~P~~T ~~iJIS~' ~ ~m~ ~~ r~~ sir l_- ~,~u~v ~ ~s a ll~ z ( !~ t ls'o (2,33r2~~~',~,~. ~ ~- jl~ ('~ -~'~~ l ~~ Str ~y S~'~'"? ~ ~~ (~ ~ /cl. ~(, ~ z/3 C STRU[TURAL & CIVIL ENG/NEEIP/NG 1311 W. Jefferson • Boise, Idaho 83702 ~ Phone 208-342-7168 ~ Fax (208) 342-3079 ~. LOCHSA ENGINEERING OF IDAHO V ~11q~ ~v t~.~.:~r~. ~~fLw~~v ~v14~ - ~b `~ ~~ts1°. Client ~~`~~~ ~~``~" Sheet Z of Project ''~ '' ~~~~'~`~ ~ ~~°~~ ~ Job No. 6 2/G P„ o~ ,r9 , ~Y1n,~ ~az::.A~~~'~./ Date ~~oa Engineer ~~ 8 ~~"Sep ~ /~~00~ ~ 54~~ ~~~'~~ , ~>a w~c,~ SlRUtIURAL & fl AIL ENGINEERING 1311 W. Jefferson • Boise, Idaho 83102 ~ Phone 208-342-7168 ~ fax f208) 342-3079 Title : RB Constructors AMET 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL 06 Description :Client-Speck Buildings Scope : Foundation Design ,~ " `~~ User: KW-0605687, Ver5.8.0, 1-Dec-2003 General Footing Analysis & Design Page 1 (c)1983-2003 ENERCALC Engineering Software 62168-enercalc.ecw:Calculalions Description Main Frame-Axial+Thrust General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Short Term Increase 1.330 Seismic Zone 2 Live & Short Term Combined fc 2,500.0 psi Fy 60,000.0 psi Concrete Weight 145 00 pcf Dimensions... Width along X-X Axis 6.000 ft Length along Y-Y Axis 6.000 ft Footing Thickness 12.00 in Col Dim. Along X-X Axis 12.00 in Co! Dim. Along Y-Y Axis 12.00 in Base Pedestal Height 28.000 in Min Steel % 0.0014 Overburden Weight 110.00 psf Rebar Center To Edge Distance 3.00 in Loads Applied Vertical Load... Dead Load 7.000 k ...ecc along X-X Axis 0.000 in Live Load 20.000 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Applied Moments... Dead Load Live Load Short Term Applied Shears.. Dead Load Live Load Short Term Creates Rotation about Y-Y Axis (pressures @ left & right) k-ft k-ft k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k k Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) 0.730 k 3.100 k 5.760 k Footing Design OK 6.OOft x 6.OOft Footing, 12.Oin Thick, w/ Column Support 12.00 x 12.OOin x 28.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,366.0 1,899.3 psf Max Mu 5.226 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 "Y' Ecc, of Resultant 208 in 4 10.536 in Shear Stresses.... Vu Vn * Phi . 1-Wa Y 26.348 85.000 psi X-X Min. Stability Ratio 3.417 1.500 :1 2-Way 53.198 170.000 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 53.20 psi 39.47 psi 7.48 psi 170.00 psi One-Way Shears... Vu @ Left 19.34 psi 14.34 psi 2.66 psi 85.00 psi Vu @ Right 19.34 psi 14.34 psi 2.66 psi 85.00 psi Vu @ Top 25.78 psi 26.35 psi 6.76 psi 85.00 psi Vu @ Bottom 12.89 psi 2.34 psi -1.44 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru /Phi As Read Mu @ Left 3.83 k-ft 2.84 k-ft 0.54 k-ft 52.5 psi 0.26 in2 per ft Mu @ Right 3.83 k-ft 2.84 k-ft 0.54 k-ft 52.5 psi 0.26 in2 per ft Mu @ Top 5.11 k-ft 5.23 k-ft 1.35 k-ft 71.7 psi 0.26 in2 per ft Mu @ Bottom 2.54 k-ft 0.45 k-ft -0.28 k-ft 34.9 psi 0.26 in2 per ft Title : RB Constructors AMET 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL 06 Description :Client-Speck Buildings Scope : Foundation Design ` Z ~~ ` User KW=0605687, Ver5.8.0, 1-Dec-2003 General Footing Analysis & Design Page 2 (c)1983-20D3 ENERCALC Engineering Software 62768-enercalc.ecw:Calculations Description Main Frame-Axial+Thrust Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 1,011.34 1,011.34 1,365.97 656.71 psf DL + LL + ST 1,011.34 1,011.34 1,899.31 123.38 psf Factored Load Soil Pressures ACI Eq. C-1 1,582.55 1,582.55 2,137.47 1,027.62 psf ACI Eq. C-2 1,177.04 1,177.04 2,210.49 143.59 psf ACI Eq. C-3 401.75 401.75 754.49 49.01 psf ACI Factors (per ACI 318-02, applied internally to entered loads) ~ ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Atltl"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Used in ACI C-2 & C-3 Title : RB Constructors AME7 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL 06 Description :Client-Speck Buildings ~ _ Zr~Z Scope : Foundation Design Rev: 580002 User: KW-0605687. Ver 5.8.0, 1-Deo-2003 ~ Page 1 (c)1983-2003ENERCALC Engineering Software enera Footing Analysis & Deslgn 62168-en ercalc.ecw: Calcu lations Description Main Frame-Axial+Thrust including crane I General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 ~ Allowable Soil Bearing 1,500.0 Short Term Increase 1.330 Seismic Zone 2 Live & Short Term Combined fc 2,500.0 psi Fy 60,000.0 psi Concrete Weight 145 00 pcf Width along X-X Axis 8.000 ft Length along Y-Y Axis 8.000 ft Footing Thickness 14.00 in Col Dim. Along X-X Axis 12.00 in Col Dim. Along Y-Y Axis 12.00 in Base Pedestal Height 28.000 in ' Min Steel % 0.0014 Overburden Weight 110.00 psf Rebar Center To Edge Distance 3.00 in Loads Applied Vertical Load... Dead Load 25.000 k ...ecc along X-X Axis 0.000 in Live Load 40.000 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Applied Moments... (pressures @ left & right) Dead Load k-ft Live Load k-ft Short Term k-ft Creates Rotation about Y-Y Axis Applied Shears... (pressures @ left & right) Dead Load k Live Load k Short Term k Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot} 0.730 k 3.100 k 6.000 k Footing Design OK 8.OOft x 8.OOft Footing, 14.Oin Thick, w/ Column Support 12.00 x 12.OOin x 28.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,455.4 1,701.5 psf Max Mu 10.960 k-ft per ft Allowable 1,500.0 1,995.0 psf Required Steel Area 0.302 in2 perft "X' Ecc, of Resultant 0.000 in 0.000 in "Y' Ecc, of Resultant 936 in 1 4.969 in Shear Stresses.... Vu Vn * Phi . 1-Way 36.207 85.000 psi X-X Min. Stability Ratio 9.661 1.500 :1 2-Way 95.728 170.000 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 95.73 psi 71.47 psi 20.76 psi 170.00 psi One-Way Shears... Vu @ Left 32.86 psi 24.53 psi 7.23 psi 85.00 psi Vu @ Right 32.86 psi 24.53 psi 7.23 psi 85.00 psi Vu @ Top 36.21 psi 30.95 psi 9.81 psi 85.00 psi Vu @ Bottom 29.51 psi 18.11 psi 4.65 psi 85.00 psi Moments ACI C-1 ACI C-2 ACl C-3 Ru /Phi As Read Mu @ Left 9.88 k-ft 7.38 k-ft 2.14 k-ft 90.8 psi 0.30 in2 per ft Mu @ Right 9.88 k-ft 7.38 k-ft 2.14 k-ft 90.8 psi 0.30 in2 per ft Mu @ Top 10.96 k-ft 9.44 k-ft 2.97 k-ft 100.6 psi 0.30 in2 per ft Mu @ Bottom 8.81 k-ft 5.31 k-ft 1.31 k-ft 80.9 psi 0.30 in2 per ft Title : RB Constructors AMET 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL 06 Description :Client-Speck Buildings 1 ?'Ss Scope : Foundation Design User: KW-0605687, Ver5.8.0, 1-Dec-2003 General Footing Analysis & Design Page 2 (c)1983-2003 ENERCALC Engineering Software 62168-enercalc.ecw:Calculations Description Main Frame-Axial+Thrust including crane Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 1,298.36 1,298.36 1,455.45 1,141.27 psf DL + LL + ST 1,298.36 1,298.36 1,701.54 895.18 psf Factored Load Soil Pressures ACI Eq. C-1 2,005.20 2,005.20 2,247.81 1,762.59 psf ACI Eq. C-2 1,498.35 1,498.35 1,963.64 1,033.06 psf ACI Eq. C-3 601.27 601.27 787.98 414.55 psf ACI Factors (Per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & G2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Used in ACI C-2 & G3 Title : RB Constructors AMET 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL 06 Description :Client-Speck Buildings Scope : Foundation Design ~®' User: KW-0605687.Ver 5.8.0, 1-Dec-2003 General Footing Analysis & Design Page 1 (c)1983-2003 ENERCALC Ennfneerinq Software a~,an_e.,e...,~,..,,..,.~,.,.,.~..,,....., Description End Wall ~ General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Allowable Soil Bearing 1,500.0 Short Term Increase 1.330 Seismic Zone 2 Live & Short Term Combined fc 2,500.0 psi Fy 60,000.0 psi Concrete Weight 145 00 pcf Width along X-X Axis 6.000 ft Length along Y-Y Axis 6.000 ft Footing Thickness 12.00 in Col Dim. Along X-X Axis 12.00 in Col Dim. Along Y-Y Axis 12.00 in Base Pedestal Height 28.000 in Min Steel % 0.0014 Overburden Weight 110.00 psf Rebar Center To Edge Distance 3.00 in Loads Applied Vertical Load... Dead Load 1.000 k ...ecc along X-X Axis 0.000 in Live Load k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Applied Moments... (pressures @ left & right) Dead Load k-ft Live Load k-ft Short Term k-ft Creates Rotation about Y-Y Axis Applied Shears... (pressures @ left & right) Dead Load k Live Load k Short Term k Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k 3.000 k Footing Design OK 6.OOft x 6.OOft Footing, 12.Oin Thick, w/ Column Support 12.00 x 12.OOin x 28.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 289.1 566.9 psf Max Mu 0.732 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 "Y' Ecc, of Resultant 0.000 in 11.529 in Shear Stresses.... Vu Vn * Phi 1_Way 3.601 85.000 psi X-X Min. Stability Ratio 3.122 1.500 :1 2-Way 2.074 170.000 psi Y-Y Min. Stability Ratio No Overturning Shear Forces ACI C-1 ACI C-2 ACI C-3 Vn * Phi T Two-Way Shear 2.07 psi 1.13 psi 0.97 psi 170.00 psi One-Way Shears... Vu @ Left 0.64 psi 0.32 psi 0.28 psi 85.00 psi Vu @ Right 0.64 psi 0.32 psi 0.28 psi 85.00 psi Vu @ Top 0.64 psi 3.60 psi 3.09 psi 85.00 psi Vu @ Bottom 0.64 psi -2.95 psi -2.53 psi 85.00 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru /Phi As Read Mu @ Left 0.15 k-ft 0.08 k-ft 0.07 k-ft 2.0 psi 0.26 in2 per ft Mu @ Right 0.15 k-ft 0.08 k-ft 0.07 k-ft 2.0 psi 0.26 in2 per ft Mu @ Top 0.15 k-ft 0.73 k-ft 0.63 k-ft 10.0 psi 0.26 in2 per ft Mu @ Bottom 0.15 k-ft -0.57 k-ft -0.49 k-ft 7.8 psi -0.26 in2 per ft Title : RB Constructors AMET 50x150 Job # 62168.00 Dsgnr: RM Date: 9:57AM, 10 JUL O6 Description :Client-Speck Buildings Scope : Foundation Design ~ z ~~ Rev: 580002 User: KW-0605887, Ver5.8.0, 1-Dec-2003 General Footing Analysis & Design Page 2 (c)1983-2003 ENERCALC Engineering Software 621fi8-enerralaerw•Calndafinns Description End Wall Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 289.12 289.12 289.12 289.12 psf DL + LL + ST 289.12 289.12 566.90 11.34 psf Factored Load Soil Pressures ACI Eq. C-1 404.77 404.77 404.77 404.77 psf ACI Eq. C-2 293.71 293.71 575.89 11.52 psf ACI Eq. C-3 251.75 251.75 493.62 9.88 psf ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for eismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Used in ACI C-2 & C-3 YY YY7 YtltlYYYgq Y°tlB ::E:L' ' __ __ 7 8 ~~ ' _~ ~_ ard-»dFrv1F rnd = a ..A..q:~:7 47 aY: etl °eeed 7~-7~ C ..Y: x _OErB 3 B 9 4 AAp _CASpgA `. AA^.AqN_ R1!_ 6~'nSeaS6_ SC°~8Y°9 Gal tlsy~= $4 88 HBB8888888~ 6668888868666" °°u° n .... ywg ..~.. ~€€€ .- 4€ ..... P° .... ~ ..~~ ~~€€ L € pp Y "~ . . S !t AC pp1" A AA-_ A__ ' AA^__ qA D_ :. S C S SCS. . pis $p 9 dp:_8 SS9 SS°H B ¢Y8 H.L H8SB 8 : ss ~ 8888 988 8686 8 68 868 8 8888 B Q' O € . ~~ ~~ G °O O I Q' GY ~ O Q° o 6 ~ 'i a` ~ ~~ ~ y~ 3 ~ ~ >: 8 55 usWeNw ~ F e ~~ U f -~- ~ _ ~ ~ -~~ ~° P ~ ~ pD~ m N N A Nom.. J N-~i 2 O i 0 0 ~. 0 0 0 / CANCRCT _ 1-1/ 0 crane Nunber 1 crone NuMrr 1 t8' O .D 0 1 NSI RD Irene Nunber 1 C a _. ~. 0 O L © ~'1 y 16' 0 I . _ 2p p _ ~ ~ IS ~ O O ~ /~ _ ~ a LOADING STAMP nnE - SPECK ./! ~ w^•' ROOFSNOWLOAD:35PSF RB CONSTRUCTORS ~ O WIND LOADING: 90 MPH _ P EXPOSUREI AMET 50 X 150 BU/LD/NGS REXBVRG,ID I711EFRANKIJNRD.SV/TEa7A1 PN:(208jBBB3Bf9 MERIDIAN, 10 87644 3PECIIBUHDNI67®AOLCpN FX 406 6BB-0900 z z ~oo ~~N U 7 ^: f'! a 0 1-Nv .. N K N N u ion a ¢ a >~D< n ~ O ~~ - ~~. o ~ -~- -~- ~- -~ z a O S ~ Ime x0 IwOXS SV ~ NOILYJOI G r~ Ju1,10 06 09:35a Speck Buildings Llc 208 888 0904. p.2 Date 7.; lonoo6 FRAME DESIGN REPORT SPECK BUILDINGS L.L.C. Time 9:26:1 lAM 13] 1 E. Franldin~ Rd Suite 104 Page: 10 Meridian ID. 83642 208-888-5819 Load Combination Factors Load Description Combo Dead 0011 Live Snow Unbal. Wind Seismic Floor Floor Floor Usagc Vu~nber Factor Dead Beam Bcam Beam Dead Live Coll Dead 1 1}+L I.oo 1.DO Loo l.oo o.oo D.ao o.oo o.oo I.oo Loo Loo 0 2 I3+•Lf-~S 1.00 1.00 1.00 0.00 1.00 0.00 O.DD 0.00 I.00 I.00 I.00 0 3 D+L+W Cl lP L 0.75 1.33 0.00 1.00 0.00 0.00 1.OD 0.00 1.33 1.00 0.00 0 4 D=L+W CI IP R 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 I.00 0.00 0 ~ D+L+W CIIS L 0.75 1.33 0.00 1.00 0.00 0.00 1.60 0.00 1.33 1.00 0.00 0 G D•-L+W C11S R U.75 1.33 0.00 1.00 O.OU 0.00 1.00 0.00 1.33 1.00 O.UO 0 7 D+L+1,~%C21PL U.75 [.33 0.00 1.00 0.00 0.00 I.00 0.00 1.33 1,00 0.00 q 8 U+L+~I,' C2IP R 0.7j 1.33 0.00 ].00 O.UO 0.00 1.00 0.00 (.33 1.00 0.00 U 9 D+L+W C2IS L 0.75 1.33 0.00 1.00 0.00 0.00 I.00 0.00 1.33 I.00 0.00 U [ 0 D+L+W C2[S R 0.75 [.33 0.00 1.00 0.00 0.00 [.OU 0.00 1.33 I.00 0.00 0 I I D+Lf+S+W C1IP L 0.75 i.33 0.00 0.00 I.00 0.00 I.00 U.00 t.33 I.DO O.OU () 12 D+Lf+S+W C11P R 0.75 L33 0.00 0.00 I.00 O.OU 1.00 0.00 1.33 L00 0.00 0 13 D+LI'+S+VJCIIS L 0.75 1.33 0.00 0.00 1.00 O.OD [.00 0.00 2.33 1.D0 U.00 (1 l4 D+Lf+S+W C115 R 0.75 [.33 0.00 0.00 1.00 0.00 I.00 0.00 1.33 1,D0 0.00 U l5 D•I•Lf+S+W C21P L 0.75 E.33 0.00 0.00 I.00 0.00 I.00 0.00 1.33 [.00 0.00 0 I G D+Lf+S+V~% C21P R 0.75 1.33 0.00 0.00 I.00 D.00 1.00 0.00 1.33 1.00 0.00 0 17 D+LI+S+W C2[S L 0.75 1.33 0.00 0.00 I.00 0.00 1,00 O.OU 1.33 I.OU 0.00 0 18 D~•I.f+S+W 0215 R U.7j I.33 0,00 0.00 1.D0 0.00 I.00 D.00 1.33 [.00 O.OU U l9 D+L+E LC 0.70 1.>3 1.53 1.07 0.00 0.00 O.DO 1.00 ].53 1.D7 1.53 0 20 D+L~•E L'1' 0.70 1.33 1.33 1.07 O.OD 0.00 D.DD I.00 1.33 1.07 1.33 (1 21 D+L~-E RC 0.70 1.53 1.53 1.07 U.00 0.00 0.00 ].00 1.53 1.U7 1.53 U 22 0{•I.+E RT 0.70 1.33 i.33 1.07 0.00 0.00 0.00 1.00 1.33 1.07 1.33 (1 23 Di•I.fF$+E LC 0.70 1.>3 1.53 0.00 1.07 0.00 '0.00 I.00 2.53 1.07 1.53 0 24 D+Lf+S+61.T 0.70 1.33 1.33 0.00 1.07 0.04 0,00 1.00 1.33 1.07 1.33 U 25 D•FLf+S+E RC 0.70 1.53 1.53 O.UO I.U7 0.00 O.OU t.00 1.i3 1.07 1.53 0 26 D+Lf+5>•f RT 0.70 [.33 1.33 0.00 2.07 0.00 0.00 1.00 1.33 1.07 1.33 0 2? O.GD+IVCI[PL I.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 O.UU 0.00 U 2R 0.6D+«'CIIPR 1.00 0.60 0.00 O.DO 0.00 0.00 I.00 0.00 0.G0 O.UO 0.00 0 29 U.6D+W C11S L (.00 A.GO 0.00 0.00 U.00 0.00 1.00 O.DO 0.G0 0.00 O.OU (1 30 0.6D+~V C I [S R 1.00 0.60 O.UO 0.00 0.00 0.00 I.00 0.00 0.60 0.00 0.04 0 31 0.6D+W C21P L 1.00 0.60 0.00 0.00 0,00 0.00 1.00 0.00 O.GO O.UO 0.00 0 32 O.GD+W C21P R 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.G0 0.00 0.00 0 33 0.6D+W C2I5 L I.00 0.60 D.UO U,00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 34 0.6D+W C2[S R 1.00 0.60 0.00 D.OD 0.00 0.00 1.00 0.00 U.60 O.UO 0.00 0 3 ~ 0.6D+E LC 0.70 0.9G 0.96 0.00 0.00 U.00 0.00 1.00 0.96 0.00 0.96 tl 36 0.6D+E LT 0.70 0.75 0.75 0.00 0.00 0.00 0.00 1.D0 0.75 0.00 0.75 U 3? 0.6D+E RC U.70 0.96 D.96 0.00 0.00 0.00 0.00 1,00 0.96 0.00 0.96 U 38 0.6D+E RT U.70 0,7j 0.75 0.00 0.00 0.00 0.00 1,00 0.75 0.00 0.75 U 39 1.2D+fIL+E LC 1.00 1,30 1.30 0.00 0.00 0,00 0.00 I.00 1.30 I.UU 1.30 6 AO 1.2D+I'IL.+E LT [.00 1.10 1.10 0.00 0.00 0.00 0.00 I.00 1.10 1.00 I.1D 6 ~{ 1 1.2D+12 L+E RC 1.00 1.30 L.30 0.00 0.00 0.00 0.00 1.00 1.30 1.00 1.30 G d2 1.2D+f1L+E RT I.00 2.10 1.10 O.OU 0.00 D.00 0.00 1.00 l.lU 1.UU 1.10 G 43 0,9D+C LC L00 1.00 L00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 G 44 U.9D+ELT I.00 0,80 0.80 4.00 0.00 0.00 0.00 1.00 0.80 0.00 0,8U 6 ~I~ 0.9D~E RC 1.00 I.UO 1.00 0.00 0.00 0.00 0.00 1.00 I.00 0.00 1.00 G 4G U.9D+L' RT I.UO 0.80 0.80 0.00 0.00 U.00 0.00 1.00 0,80 0.00 0.80 6 X17 D 1.00 1.00 I.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 I.00 1 48 L 1,00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 O.OD 1.00 0.00 1 49 S 1.00 0,00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 U.UO 1 50 W C1lP L 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0,00 O.OU 0.00 0.00 I 5I tN C1IP R I.00 0.00 0.00 0.00 0.00 O.OU I.00 0.00 O.OU 0.00 O.OU 1 52 bU GIIS L 1,00 0.00 0.00 0.00 O.OU 0.00 1.00 0.00 0.00 0.00 0.00 1 S3 W C1I5 R I.UO 0.00 0.00 0.00 0.00 0.00 I.00 0.00 0.00 0.00 O.UO 1 54 W C21P L 1,00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 O.OU >5 W C211' It 1.00 0.00 0,00 0.00 0.00 0.00 1.00 O.UO 0.00 0.00 0.00 1 5G W C2IS L 1.U0 0.00 0,00 0.00 D.00 0.00 I.00 0.00 0.00 0.00 U.00 I 57 W C2lS R 1.00 0.00 0.00 0.00 0,00 0.00 1.00 0.00 0,00 0.00 0.00 1 i8 E L 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 O.DU 5`' E R 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1,00 0.00 0.00 0.00 1 Ju1,10 06 09:35a Speck Buildings Llc 208 888 0904 p.3 Date 7./l0~2006 FRAME DESIGN REPORT SFECtt BU1LD.[NGS L.L.C. Time 9:26:1 lAM 13 J 1 E. Franl:lina Rd Suite 104 Page: 11 Meridian YD. 83642 208-888-5819 60 d+.75sTcrn/cl L 1.OU 1.00 I,00 0.00 0,75 0.00 0.00 0.00 0.00 0.00 0.00 0 G t d+.7js+crn/cl R 1.00 1.00 1.00 0.00 0.75 0.00 0.00 0,00 0.00 0.00 0.00 (1 G2 d•~.7>s+crn/cr L 1.00 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 U 63 d+,75s+crn/crR I.00 1.00 ].00 0.00 0,75 0.00 0.00 0.00 0.00 O.OD 0.0(1 0 C>4d-.7js+.Sw+cm/c1 C11P I 1.00 1.00 0.00 0.00 0,75 0.00 0.50 0.00 0.00 O.OD 0.00 0 G5d-.75s+.Stv+crn/cl CIIP F 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 GGd-.75s+.Sw+crn/c] Cl[S I I.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 G7d=.75s+.5ta+crn/c] C I IS } 1.00 I.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 GRd+.75s+.jw+crn/ci C2IP I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 O.OD 0.00 0.00 0 G9d~-.75s+.Sw•rcrnlcl C21P f 1.00 1,00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 70d-,7js+.Sw+crn/cl C2IS I 1.00 1.00 0.00 0.00 0,75 0.00 0.50 0.00 0.00 0.00 0.00 0 71d-.75s+.Sw+crn/cl C2[S f 1,00 L.00 0.00 0.00 0.75 0.00 O.jO 0.00 0.00 O.UU 0.00 0 72d+,75s+,Sw+crn/cr CIIP I 1.00 I.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 (1 73d+,75s+,Sw+cm/cr C11P I 1.00 I.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 74d+.75s+.Sw+crn/crCIIS [ I.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 75d+.7S5-.Sw+crn/cr C1IS I [.00 ].00 0.00 0.00 0.75 0.00 0.50 0.00 D.00 0.00 0.00 0 7Gd+.75s•*.Sw+crn/cr C21P 1 1.00 1.00 0.00 O.OU 0.75 0.00 0.50 0.00 0.00 0.00 0.00 0 77d+.7S5-.Sw+crn/cr C21P i I.00 1.00 0.00 0.00 0.75 0,00 0.50 0.00 0.00 0.00 0.00 0 7Rc1+,75s~.5w+crn/crC21S I L.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 O.OU U.00 0 79d+.75s+,Sw+crn/cr C21S t I.00 1.00 0,00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 (1.00 0 Jul ,10 06 09:35a Speck Buildings Llc 208 888 0904 p.4 ~a~c 7/10/2006 FRAME DESXGN REPORT SPECi< BUILDINGS L.L.C. ime 9:26:11AM 131 ] E. Franklin Rd Suite 104 age: 19 Meridian iD. 83642 208-888-5819 P~ Forces Acting On Supports 12eactipns Lord Number Support Number Horizontal (kips) Vertical (kips) Moment (li-ft) 1 1 -1.836 10.510 6.000 1 6 1.836 10.508 0.000 Total Forces Applicd 0.000 21.018 0.000 2 1 -2.759 15.593 0.000 2 6 2.759 15.890 0.000 Total Forces Applied C.000 31.783 O.OCD 3 1 2.189 -1.592 0.000 3 6 3.169 1.486 O.D00 Total Forces Applied 5.373 -0.106 0.000 4 1 -9.358 4.952 0.000 9 0' -2.289 0.160 0.000 Total Forces Applied -6.647 5.112 0. C00 5 1 3.226 0.808 0.000 5 n" 2.199 3.668 0.000 Total Forccs Applicd 5.375 9.696 C.OGO 6 1 -3.315 7.352 O.OCD 6 6 -3.329 2.561 0.000 Total Forces Applied -6.649 9.915 0.000 1 -2.795 0.146 0.000 7 6 2.497 -0.252 0.000 Total Forces Applied -0.298 -0.106 0.600 3 1 -2.778 0.955 0.000 8 6 2.502 D.OB'o 0.000 Total .Forces Applicd -0.27s 0.541 o.ooc 9 1 -1.753 2.546 C.000 9 6 1.458 2.150 0.000 Total Forccs Applied -D • 295 9.696 0.000 10 1 -1.73 n' 2.855 0.000 10 s 1.962 2.988 0.000 Total Forccs Applied -0.279 5.393 0.000 11 1 1.991 2.496 0.000 11 6 3.861 5.523 0.000 Total Forces Applied 5.373 7 .969 0.000 12 1 -5.051 6.992 6.000 li 6 -1.596 9.199 6.000 Total Forces Applied -6.697 13.191 0 .000 13 '_ 2.539 9.896 0.000 13 E 2.991 7.925 0.000 Total Forces Applied 5.375 12.771 0.000 19 1 -9.008 11.390 0.000 19 6 -2.636 6.598 0.000 Total FOrCCS Applied -6.644 17.989 0.000 ?5 1 -3.986 4.184 0.000 15 6 3.190. 3.785 0.000 Total Forces Applicd -0.298 7.969 0.000 16 1 -3.471 9.993 0.000 16 6 3.194 4.124 0.000 Jul 10 06 09:35a Speck Buildings Llc 208 888 0904 p,S ~ll`"~ "I°''`°06 FRAME DESIGN REPORT Si'FCI~ BU[LDINCxS L.L.C. Timc 9;26:11AM ]3.1 1 E. Fran(<line Rd Suite 10~t I'n°tl~ 70 Meridian ID. 83642 208-888-5819 Total Forces Applied -0.276 8,61E 0.000 17 1 -2.495 0'.584 D.000 17 b 2,156 6.187 0.000 Total Forces Applicd -0.295 12.771 0.000 18 1 -2.428 6.893 0.000 18 6 2.155 E.525 0.000 Total Forces Applicd -0.279 13 . S16 0.000 19 1 -0.55C 7.879 0.000 19 6 2.505 10.508 O.OOo Tota] Forces Applied 1.955 18.387 D.000 2D 1 -0.995 7.292 0.600 20 6 2.399 9.921 0.000 Tota] Forces Applied 1.955 17.2:9 0.600 21 1 -2.575 10.510 0.000 21 6 0.720 7.877 0.000 Total Farces Applied -1, 955 18.387 0.000 22 1 -2.570 9.923 0.000 22 6 0.615 7,29'_ 0.000 Total Forces Applied -1.955 17.214 0. OGO 23 1 -1.293 11.917 0.000 23 6 3.197 19.515 0.000 Total Forces Applied 1.955 26.962 0.000 24 1 -'!.137 11,330 0.000 24 6 3.092 13.959 O.OOD Total Forces Applied 1.955 25.288 0.000 25 1 -3.3&8 19.598 O.ODC 25 6 1.913 11.914 0.000 Total Forces Applied -1.955 26.462 C.000 26 1 -3.262 13.961 0.000 26 0' 1.307 11.328 0.000 Total Forces Applied -1. s55 25.288 0.000 27 1 4.212 -9.710 0.000 27 6 2.951 -5.605 0.000 Total Forces Applicd 7.163 -15.315 0. ocD 28 1 -9,509 -0.985 0.000 26 6 -9.352 -7.372 0,000 Total Forces Applied -8.861 -8.356 0.000 29 1 5.b02 -6.510 0.000 29 6 1.564 -2.403 0.000 Total Forces .Applied 7.166 -8.913 O.OOG 30 1 -3.119 2.216 0.000 30 0' -5.738 -9.170 0.000 Total Forces Applied -8.857 -3.954 0.000 31 1 -2,926 -7.393 0.000 31 6 2.028 -7.922 0.000 Total Forces Applicd -0.397 -15.315 C.000 32 1 -2.4C3 -b.981 O,oCO 32 E 2.039 -7,471 O.OOD Total Forces Applied -0.368 -19.45: o. o0D 33 1 -1.035 -4.193 0.000 33 6 0.'042 -9.720 0.000 Total Forces Applicd -0.399 -8.913 0.000 34 1 -1.013 -3.780 0.000 n Jul 10 06 09:36a Speck Buildings Llc 208 888 0904 p,6 ~~t~ ~~la2oo6 I+RA.ME DESIGN REPORT SPECK BUILDINGS L.L.C. I"imc 8:26:1 IAM 1311 E. Franlclin~ Rd Suite 104 f'ttge: 21 Meridian 1D• 836=12 208-888-58I 9 ~J 34 6 0.698 -9.2n"8 O.D00 TotalForccsApplied -0.365 -e.oa9 0.000 35 1 0.570 1.925 0.000 35 6 1.365 9.055 0.000 Total Forces Applied 1.955 5. X80 0.000 36 1 D.675 0.333 0.000 36 6 1.279 3.968 0.000 Total Forces Applied 1.955 9 , 307 0.000 37 1 -1.555 9.056 0.000 37 6 -0.400 1.929 O.D00 Tota] Forces Applied -1.955 5.98E 0. C00 38 1 -1.999 3.969 0.000 38 6 -0.505 0.838 0.000 Total Forces Applied -1.955 9.307 0.000 97 1 -0.733 9.079 0.000 97 6 0.733 9.079 0.000 Total Forces Applied 0.000 8.158 0.000 a8 1 -1.1D2 6.928 O.D00 98 6 1.102 6.927 0.000 Total Forces Applied 0.000 12.855 0.000 99 1 -2.026 11.619 0.000 99 6 2.026 11.811 0.000 Total Forces Applied D _ 000 23.625 G. 000 50 1 9.375 -10.660 C.000 50 0 2.788 -6.555 0.000 Total Forces Applied 7.163 -17.215 0.000 51 1 -9,397 -1.932 0.000 51 6 -9.519 -8.319 0.000 Total Forces Applied -8.661 -10.251 0.000 52 1 5.765 -7.960 D.D00 52 6 1.401 -3.353 0.000 Total Forces Applied 7,16s -lo. e12 0.000 53 i -2.957 1.268 O.OOD 53 6 -5.901 -5.117 0.000 Total Forces Applied -6.857 -3.699 0.000 59 1 -2.263 -8.393 0.000 59 6 1.865 -6.672 0.000 Total Forces Applied -0.397 -17.215 0.000 55 1 -2.290 -7,931 0.000 55 6 1.871 -8.92C 0.000 Total ForcesApplicd -0.366 -16.;51 0.000 56 1 -0.873 -5.193 0.000 56 6 6.979 -5.670 0.000 Total Forces Applied -0.399 -10.812 0.000 5% i -0.850 -9.730 0.000 57 6 0.465 -5.218 0.000 Total Forces Applied -0.365 -9.999 0. o0C 58 1 1.518 -1.679 0.000 58 6 1.275 1.879 0.000 Total Fo:•ces Applied 2.7°2 0.000 0. Coo 59 1 -1.518 1.679 0.000 59 6 -1.275 -1.879 0.000 Tofnl Forces Applied -2.792 0.000 n . nn~~ Jul ,1D 06 09:36a Speck Buildings Llc 208 888 0904 p,7 Date 7/10/006 FRAME DESIGN REPORT SPECK BUILDINGS L,L.C. Time 9;26:1 lAM 1311 i/. Franklin Rd Suite 104 Page: 22 Meridian ID. 83642 208-888-5819 60 1 -0.057 58.756 0.000 60 6 8.D56 90.122 0.000 Total Forces Applied 7.599 9E. 878 0.000 61 1 -6.358 66.641 0.000 61 6 0.366 32.237 G OOD Total Forces Applied -8.000 96, 87E 0. G00 52 1 -0.199 32.242 G.000 62 6 8.199 66.636 G.000 Total Forces Applied 7.999 96. s7e o. ooD 63 1 -6.961 90.127 0.000 63 6 0.961 58.751 0.000 Total Forces Applied -7.999 96.878 D. 000 64 1 2.593 50.926 0.000 69 5 6.989 39.396 0.000 Total forces Applied :1.582 85.272 C. OGO 65 1 -10.080 63.176 0.000 65 6 -2.351 25.578 O.GGO Total Forces Applied -12.431 88.754 0 .000 66 I 3.288 52.526 0.000 66 6 8.295 35.947 0.000 Total Forces Applied 11.569 88.979 D. 000 67 1 -9.385 64.77 0.000 67 6 -3.094 .179 0.000 Total Forces Applied -12.430 91.956 0.000 68 1 -0.725 52.085 0.000 68 6 8.525 33.187 0.000 Total Forces Applied 7.800 85.272 0.000 69 _ -9.025 60.177 0.000 69 G 0.641 25.528 0.000 Total Forces Applied -B • 184 85.704 0.000 70 1 -0.030 53.686 0.000 70 6 7.832 34.788 0.000 Total Forces Applied 7.802 88.979 0.000 ?1 1 -6.330 61.777 0.000 71 6 0.148 27.129 0.000 Total Forces Applied -8.182 66.906 0.000 ?2 1 2.501 24.412 0.000 72 6 9.D82 60.861 O.ODO Total Forces Applied 11.582 85.272 0.000 73 1 -10.173 36.662 0.000 73 6 -2.258 52.092 0.000 Total FOCCCS Applied -12.931 86.759 0.000 79 I 3.196 26.012 0.000 79 6 8.388 62,462 0.000 TOt:tl Forces Applied 11.584 68.474 D.000 ?5 1 -9.978 38.262 0.000 75 6 -2.951 53.694 C.000 Total Forces Applied -12.429 91.950 0.000 70' 1 -C.818 25.571 0.000 76 e 8.618 59.701 0.000 Total Forces Applied 7.601 95.272 o.OOD 77 _ -9.116 33.562 0.000 77 6 0.939 52.092 0.000 ~(~ Jul .10 06 09:36a Speck Buildings Llc 208 888 0904 p,e vats ~~iorzoo6 FRAME DESxGN REPORT SPI/CIC BUILDINGS L.L.C. '1'imc 9;ZG:I ]AM 1311 CJ. Franklin Rd Suite 104 i ``~`' 2' Meridian ID. 83642 208-888-5819 Total Forces Applied -8 .184 85.709 0 . C00 78 1 -0.123 27.171 0.000 78 6 7.925 0'1.302 0.000 Total Forces Applied 7.8C2 88.974 0.000 79 1 -8.423 35.263 0.000 79 6 0.241 53.693 0.000 i~!j Total Forces Applied -B .182 88.906 0.000 SPECK B UILDINGS L.L.C. 1311 E. FRANKLINRD. SUITE #104 MERIDIAN, ID 83642 PHONE #208-888-5819 FAX #208-888-0904 STRUCTURAL CALCULATIONS FOR: METAL BUILDING SYSTEM AMET INC, REXBURG, ID BUILDING CODE CRITERIA IBC2003 GROUND SNOW LOAD 35PSF ROOF LIVE LOAD 35PSF WIND LOAD 90MPH EXPOSURE 1 "FULLY EXPOSED" SEISMIC CRITERIA Ss .479 S~ .165 '~ Date 8/14/2006 FRAME DESIGN REPORT sPECK BUILDINGS I..I..c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 1 Meridian ID. 83642 ~ 208-888-5819 ~~ rame Summary rame Name: Frame Number 1 •'rame SAan: 50.00 (ft) Project: rb constructors 50 x 150 Frame Geometry Building Name Building Type Span Left Right Left Right Left Right Left Right (ft) Eave Eave Roof Roof Girt Girt Purlin Purlin Height Height Slope Slope Depth Depth Depth Depth (ft) (ft) (/12) (/12) (in) (in) (in) (in) Building 1 • • • • • i • • • • i Single Slope 50.00 32.00 36.17 1.00 1.00 8.00 8.00 8.00 8.00 (Date 8i14i2oo6 FRAME DESIGN REPORT sPECx BvILDINGS L.I..c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 2 Meridian ID. 83642 ~ 208-888-5819 Frame Loads Building Name Building Type Live Dead Col. Ground Roof Wind Roof Sidewall Load Load Dead Snow Snow Load Trib. Trib. (psf) (psf) Load Load Load (psf) Width Width (psf) (psf) (psf) (ft) (ft) Building 1 Single Slope 12.00 2.95 5.00 35.00 22.05 17.63 21.43 21.43 Brace Locations gilding 1 - Purlin Brace Locations: wilding I -Left Column Girt Brace Locations: wilding 1 - Right Column Girt Brace Locations: • • ~~ i • • r • i • i 135789 12345 12345 Date sn4i2oo6 FRAME DESIGN REPORT sPECx BuILDI1vGS 1,.I,.e. Time 10:56:SOAM 111 E. Franlcling Rd Suite 104 Page: 3 Meridian ID. 83642 v 208-888-5819 ~iuilding Code Setup Information Structure uilding Name: ode Type: od e: ~posure: uilding Category: eating Condition: urface: ~nclosed Condition: ~se Unbalanced Snow Loads: se Snow Load in Seismic Calculations: now Loacl Usage Factor: ~clude Floor Live Load in BuildingWeight for Seismic Calc? loor Live Load Usage Factor: . istance from the Coast: ~ccel Short Period (0.2 sec): Accel (l.0 sec): ~rovision Frame ~ espouse Modification Factor (R): Wilding Period Coeft"icient for Frame Type (Ct): M i i tsuumng 1 IBC 2003 IBC 2003 0.200 0.000 0.00 Miles 0.57 0.17 3.500 0.028 i Date 8/14/2006 FRAME DESIGN REPORT spECK suIL,Dlrr~s I,.I,.c. Time 10:56:SOAM 1311 E. Franklina Rd Suite 104 Page: 4 Meridian ID. 83642 208-888-5819 ~;teel Yields Member Flange Yield k i Web Yield k i Mill Yield k i Pipe Yield k i Rect Tube Yield k i ( s ) ( s ) ( s ) ( s ) ( s ) 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 Dale 8/14/2006 FRAME DESIGN REPORT sPECK BuII.DIN~s I.,.I,.c. Time 10:56:50AM 1311 E. FranklinQ Rd Suite 104 Page: 5 Meridian ID. 83642 208-888-5819 i~Vind Coefficients Member Load Numbe External Cp External Gh Kh Cp Reduction Internal Cp . Number ombined C Factor GCpi I 3 0.40 0.22 1.00 1.01 1.00 0.18 2 3 0.29 0.47 1.00 1.01 1.00 0.18 3 3 -0.69 -0.88 I.00 1.01 I.00 18 0 4 3 -0.69 -0.88 1.00 1.01 1.00 . 0.18 . 5 3 -1.37 -1.38 1.00 I.01 1.00 0.18 6 3 -1.37 -1.38 1.00 1.01 1.00 0.18 1 4 -0.29 -0.47 1.00 1.01 1.00 0.18 2 3 4 -0.40 -0.22 1.00 1.01 1.00 0.18 4 -0.37 -0.55 1.00 1.01 1.00 0.18 4 4 -0.37 -0.55 1.00 1.01 1.00 0.18 5 4 -0.37 -0.37 1.00 1.01 1.00 0.18 f+ 6 4 -0.37 -0.37 1.00 1.01 1.00 0.18 I 5 0.40 0.59 1.00 1.01 1.00 -0.18 2 5 0.29 0.11 1.00 1.01 1.00 -0.18 3 5 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 5 -0.69 -0.51 1.00 1.01 1.00 -0.18 S 5 -1.37 -1.38 1.00 1.01 1.00 -0.18 • 6 5 -1.37 -1.38 1.00 1.01 1.00 -0.18 I 6 -0.29 -0.11 1.00 1.01 1.00 -0.18 2 6 -0.40 -0.59 1.00 1.01 1.00 -0.18 3 6 -0.37 -0.19 1.00 I.O1 1.00 -0.18 4 6 -0.37 -0.19 1.00 1.01 1.00 -0.18 5 6 -0.37 -0.37 I.00 1.01 1.00 -0.18 6 6 -0.37 -0.37 1.00 1.01 1.00 -0.18 I 7 -0.45 -0.64 1.00 1.01 1.00 0.18 2 7 0.45 0.64 I.00 1.01 1.00 0.18 3 7 -0.69 -0.88 1.00 1.01 1.00 0.18 4 7 -0.69 -0.88 1.00 1.01 1.00 O:18 5 7 -1.37 -1.38 1.00 1.01 1.00 0.18 6 7 -1.37 -1.38 1.00 1.01 1.00 0.18 1 8 -0.45 -0.64 1.00 1.01 1.00 0.18 2 8 0.45 0.64 1.00 1.01 I.00 0.18 3 8 -0.69 -0.88 I.00 I.O1 1.00 0.18 4 8 -0.69 -0.88 1.00 1.01 1.00 0.18 5 8 -0.69 -0.70 1.00 I.O1 1.00 O.18 6 8 -0.69 -0.70 1.00 1.01 1.00 0.18 I 9 -0.45 -0.27 1.00 1.01 I.00 -0.18 2 9 0.45 0.27 1.00 1.01 1.00 -0.18 3 9 -0.69 -0.51 1.00 1.01 1 00 -0 18 4 9 -0.69 -0.51 1.00 1.01 . I.00 . -O.18 5 9 -1.37 -1.38 I.00 1.01 1.00 -0.18 6 9 -1.37 -1.38 1.00 1.01 1.00 -0.18 I 10 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 10 0.45 0.27 1.00 1.01 1.00 -0.18 3 I0 -0.69 -0.51 1.00 1.01 I.00 -0.18 4 10 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 10 -0.69 -0.70 1.00 I.01 1.00 -0.18 6 10 -0.69 -0.70 1.00 1.01 1.00 -0.18 I 11 0.40 0.22 I.00 1.01 1.00 0.18 2 1l 0.29 0.47 1.00 1.01 1.00 0.18 3 11 -0.69 -0.88 1.00 1.01 1.00 0.18 4 11 -0.69 -0.88 I.00 1.01 1.00 0.18 5 11 -1.37 -1.38 1.00 1.01 1.00 0.18 6 1l -1.37 -1.38 1.00 1.01 I.00 0.18 1 12 -0.29 -0.47 1.00 1.01 1.00 0.18 i Date 8/14/2006 FRAME DESIGN REPORT spECx Bu11,D1rrGS L.l..c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 6 Meridian ID. 83642 208-888-5819 2 12 -0.40 -0.22 1.00 1.01 1.00 0.18 3 12 -0.37 -0.55 1.00 1.01 1.00 0.18 4 12 -0.37 -0.55 1.00 1.01 1.00 0.18 5 12 -0.37 -0.37 1.00 1.01 1.00 0.18 6 12 -0.37 -0.37 1.00 1.01 1.00 0.18 l 13 0.40 0.59 1.00 1.01 1.00 -0.18 2 13 0.29 0.11 1.00 1.01 1.00 -0.18 3 13 -0.69 -0.51 I.00 1.01 1.00 -0.18 4 13 -0.69 -0.51 1.00 1.01 ] .00 -0.18 5 13 -1.37 -1.38 I.00 1.01 1.00 -0.18 6 13 -1.37 -1.38 I.00 1.01 1.00 -0.18 1 14 -0.29 -0.11 1.00 1.01 1.00 -0.18 2 14 -0.40 -0.59 1.00 1.01 1.00 -0.18 3 14 -0.37 -0.19 1.00 1.01 1.00 -0.18 4 14 -0.37 -0.19 I.00 1.01 1.00 -0.18 5 14 -0.37 -0.37 1.00 1.01 1.00 -0.18 6 14 -0.37 -0.37 1.00 1.01 1.00 -0.18 1 15 -0.45 -0.64 1.00 1.01 1.00 0.18 2 15 0.45 0.64 1.00 1.01 1.00 0.18 3 15 -0.69 -0.88 1.00 1.01 1.00 0.18 4 15 -0.69 -0.88 1.00 1.01 1.00 O.18 5 15 -1.37 -1.38 1.00 1.01 1.00 0.18 6 15 -1.37 -1.38 1.00 1.01 1.00 0.18 1 16 -0.45 -0.64 I.00 1.01 1.00 0.18 2 16 0.45 0.64 1.00 1.01 1.00 0.18 3 16 -0.69 -0.88 1.00 1.01 1.00 0.18 4 I6 -0.69 -0.88 1.00 1.01 1.00 0.18 5 l6 -0.69 -0.70 1.00 1.01 1.00 0.18 6 16 -0.69 -0.70 1.00 1.01 I.00 0.18 I 17 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 17 0.45 0.27 1.00 1.01 1.00 -0.18 3 17 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 17 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 17 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 17 -1.37 -1.38 1.00 1.01 1.00 -0.18 1 18 -0.45 -0.27 1.00 I.O1 1.00 -0.18 2 18 0.45 0.27 1.00 1.01 1.00 -0.18 3 18 -0.69 -0.51 1.00 I.O1 1.00 -0.18 4 18 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 18 -0.69 -0.70 1.00 1.01 I.00 -0.18 6 18 -0.69 -0.70 1.00 I.O1 I.00 -0.18 t 27 0.40 0.22 1.00 1.01 1.00 0.18 2 27 0.29 0.47 I.00 1.01 1.00 0.18 3 27 -0.69 -0.88 1.00 1.01 1.00 0.18 4 27 -0.69 -0.88 1.00 1.01 1.00 0.18 5 27 -1.37 -1.38 I.00 1.01 1.00 0.18 6 27 -1.37 -1.38 1.00 1.01 1.00 0.18 1 28 -0.29 -0.47 1.00 1.01 1.00 0.18 2 28 -0.40 -0.22 1.00 1.01 I.00 0.18 3 28 -0.37 -0.55 1.00 1.01 1.00 0.18 4 28 -0.37 -0.55 I.00 1.01 1.00 O.18 5 28 -0.37 -0.37 1.00 1.01 1.00 0.18 6 28 -0.37 -0.37 1.00 1.01 1.00 0.18 1 29 0.40 0.59 1.00 1.01 1.00 -O.18 2 29 0.29 0.11 1.00 1.01 1.00 -0.18 3 29 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 29 -0.69 -0.51 I.00 1.01 1.00 -0.18 5 29 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 29 -1.37 -1.38 1.00 1.01 1.00 -0.18 1 30 -0.29 -0.11 1.00 1.01 1.00 -0.18 2 30 -0.40 -0.59 1.00 I.O1 1.00 -0.18 3 30 -0.37 -0.19 1.00 1.01 1.00 -0.18 Date 8/14/2006 FRAME DESIGN REPORT sPECx BuII,DIrrGS L.I,.c. Time 10:56:SOAM li 11 E. Frankling Rd Suite 104 Page: 7 Meridian ID. 83642 ~ 208-888-5819 4 30 -0.37 -0.19 1.00 I.O] 1.00 -0.18 5 30 -0.37 -0.37 1.00 1.01 1.00 -0.18 6 30 -0.37 -0.37 1.00 1.01 1.00 -0.18 1 31 -0.45 -0.64 1.00 1.01 1.00 0.18 2 31 0.45 0.64 1.00 1.01 1.00 0.18 3 31 -0.69 -0.88 1.00 1.01 1.00 0.18 4 31 -0.69 -0.88 1.00 1.01 1.00 0.18 5 31 -1.37 -1.38 1.00 1.01 1.00 O.18 6 31 -1.37 -1.38 1.00 1.01 1.00 0.18 1 32 -0.45 -0.64 1.00 1.01 1.00 0.18 2 32 0.45 0.64 1.00 I.O] 1.00 0.18 3 32 -0.69 -0.88 1.00 1.01 1.00 0.18 4 32 -0.69 -0.88 1.00 1.01 1.00 0.18 5 32 -0.69 -0.70 1.00 1.01 1.00 0.18 6 32 -0.69 -0.70 1.00 1.01 1.00 0.18 l 33 -0.45 -0.27 I.00 1.01 1.00 -0.18 2 33 0.45 0.27 1.00 1.01 1.00 -0.18 3 33 -0.69 -0.51 1.00 I.O1 1.00 -0.18 4 33 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 33 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 33 -1.37 -1.38 1.00 1.01 1.00 -0.18 1 34 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 34 0.45 0.27 I.00 1.01 1.00 -0.18 3 34 -0.69 -0.51 1.00 1.01 I.00 -0.18 4 34 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 34 -0.69 -0.70 1.00 1.01 1.00 -0.18 6 34 -0.69 -0.70 1.00 I.O1 1.00 -0.18 I 50 0.40 0.22 1.00 1.01 1.00 0.18 2 50 0.29 0.47 1.00 1.01 1.00 0.18 3 50 -0.69 -0.88 1.00 1.01 1.00 0.18 4 50 -0.69 -0.88 1.00 1.01 1.00 0.18 5 50 -1.37 -1.38 1.00 1.01 1.00 0.18 6 50 -1.37 -1.38 1.00 1.01 1.00 0.18 1 51 -0.29 -0.47 1.00 1.01 1.00 0.18 2 51 -0.40 -0.22 1.00 1.01 1.00 0.18 3 51 -0.37 -0.55 1.00 1.01 1.00 0.18 4 S l -0.37 -0.55 1.00 I.O1 1.00 0.18 5 51 -0.37 -0.37 1.00 1.01 1.00 0.18 6 51 -0.37 -0.37 I.00 1.01 1.00 0.18 I 52 0.40 0.59 1.00 I.O1 1.00 -0.18 2 52 0.29 0.11 L00 1.01 1.00 -0.18 3 52 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 52 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 52 -1.37 -1.38 1.00 I.O1 1.00 -0.18 6 52 -1.37 -1.38 1.00 1.01 1.00 -0.18 I 53 -0.29 -0.11 1.00 1.01 1.00 -0.18 2 53 -0.40 -0.59 1.00 1.01 1.00 -0.18 3 53 -0.37 -0.19 1.00 1.01 1.00 -0.18 4 53 -0.37 -0.19 1.00 1.01 1.00 -0.18 5 53 -0.37 -0.37 1.00 1.01 1.00 -0.18 6 53 -0.37 -0.37 1.00 1.01 1.00 -0.18 1 54 -0.45 -0.64 1.00 1.01 1.00 0.18 2 54 0.45 0.64 1.00 1.01 1.00 0.18 3 54 -0.69 -0.88 1.00 1.01 1.00 0.18 4 54 -0.69 -0.88 1.00 I.01 1.00 0.18 5 54 -1.37 -1.38 1.00 1.01 1.00 0.18 6 54 -1.37 -1.38 1.00 1.01 1.00 0.18 I 55 -0.45 -0.64 1.00 1.01 1.00 0.18 2 55 0.45 0.64 1.00 1.01 1.00 0.18 3 55 -0.69 -0.88 1.00 1.01 1.00 0.18 4 55 -0.69 -0.88 1.00 1.01 1.00 0.18 5 55 -0.69 -0.70 1.00 1.01 1.00 0.18 Date 8/14/2006 FRAME DESIGN REPORT spECx sull,Dlrres L.L.c. Time 10:56:SOAM 1311 E. Franklin Rd Suite 104 Page: 8 Meridian ID. 83642 208-888-5819 6 55 -0.69 -0.70 1.00 1.01 1.00 0.18 I 56 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 56 0.45 0.27 1.00 I.O1 1.00 -0.18 3 56 -0.69 -0.51 1.00 1.01 I.00 -0.18 4 56 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 56 -1.37 -1.38 I.00 1.01 1.00 -0.18 6 56 -1.37 -1.38 1.00 I.O1 1.00 -0.18 l 57 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 57 0.45 0.27 1.00 1.01 1.00 -0.18 3 57 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 57 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 57 -0.69 -0.70 1.00 1.01 1.00 -0.18 6 57 -0.69 -0.70 1.00 1.01 1.00 -0.18 1 64 0.40 0.22 1.00 1.01 1.00 0.18 2 64 0.29 0.47 1.00 1.01 1.00 0.18 3 64 -0.69 -0.88 1.00 1.01 1.00 0.18 4 64 -0.69 -0.88 1.00 1.01 1.00 0.18 5 64 -1.37 -1.38 1.00 1.01 1.00 0.18 6 64 -i.37 -1.38 1.00 1.01 1.00 0.18 l 65 -0.29 -0.47 I.00 1.01 1.00 0.18 2 65 -0.40 -0.22 1.00 1.01 1.00 0.18 3 65 -0.37 -0.55 1.00 1.01 1.00 0.18 4 65 -0.37 -0.55 1.00 1.O1 1.00 0.18 5 65 -0.37 -0.37 I.00 1.01 1.00 0.18 6 65 -0.37 -0.37 1.00 1.01 1.00 0.18 ( 66 0.40 0.59 1.00 1.01 1.00 -0.18 2 66 0.29 0.11 1.00 1.01 1.00 -0.18 3 66 -0.69 -0.51 I.00 1.01 1.00 -0.18 4 66 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 66 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 66 -1.37 -1.38 1.00 I.O1 1.00 -0.18 I 67 -0.29 -O.ll 1.00 1.01 1.00 -0.18 2 67 -0.40 -0.59 I.00 1.01 1.00 -0.18 3 67 -0.37 -0.19 1.00 1.01 1.00 -0.18 4 67 -0.37 -0.19 1.00 1.01 1.00 -0.18 5 67 -0.37 -0.37 1.00 1.01 1.00 -0.18 6 67 -0.37 -0.37 1.00 1.0] 1.00 -0.18 1 68 -0.45 -0.64 1.00 1.01 1.00 0.18 2 68 0.45 0.64 I.00 1.01 1.00 0.18 3 68 -0.69 -0.88 1.00 1.01 1.00 0.18 4 68 -0.69 -0.88 1.00 1.0] 1.00 0.18 5 68 -1.37 -1.38 1.00 1.01 1.00 0.18 6 68 -1.37 -1.38 1.00 1.01 1.00 0.18 1 69 -0.45 -0.64 1.00 1.01 1.00 0.18 2 69 0.45 0.64 1.00 1.01 1.00 0.18 3 69 -0.69 -0.88 1.00 1.01 1.00 0.18 4 69 -0.69 -0.88 1.00 1.01 1.00 0.18 5 69 -0.69 -0.70 1.00 1.01 1.00 0.18 6 69 -0.69 -0.70 I.00 1.01 1.00 0.18 1 70 -0.45 -0.27 I.00 1.01 I.00 -0.18 2 70 0.45 0.27 1.00 ].O1 I.00 -0.18 3 70 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 70 -0.69 -0.51 1.00 I.O1 1.00 -0.18 5 70 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 70 -1.37 -1.38 1.00 1.01 1.00 -0.18 I 71 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 71 0.45 0.27 1.00 I.O1 1.00 -0.18 3 71 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 71 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 71 -0.69 -0.70 1.00 1.01 1.00 -0.18 6 71 -0.69 -0.70 1.00 1.01 1.00 -O.18 1 72 0.40 0.22 1.00 1.01 1.00 0.18 Date 8/14/2006 FRAME DESIGN REPORT sPECK BuII.D1NCS L.I..c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 9 Meridian ID. 83642 208-888-5819 2 72 0.29 0.47 1.00 1.01 1.00 0.18 3 72 -0.69 -0.88 1.00 1.01 1.00 0.18 4 72 -0.69 -0.88 1.00 1.01 1.00 0.18 5 72 -1.37 -1.38 1.00 1.01 1.00 0.18 6 72 -1.37 -1.38 1.00 1.0] 1.00 0.18 1 73 -0.29 -0.47 1.00 1.01 1.00 0.18 2 73 -0.40 -0.22 I.00 1.01 1.00 0.18 3 73 -0.37 -0.55 1.00 1.01 1.00 0.18 4 73 -0.37 -0.55 1.00 I.O1 1.00 0.18 5 73 -0.37 -0.37 1.00 1.01 1.00 0.18 6 73 -0.37 -0.37 1.00 I.O1 I.00 0.18 I 74 0.40 0.59 1.00 1.01 1.00 -0.18 2 74 0.29 0.11 I.00 1.01 I.00 -0.18 3 74 -0.69 -0.51 1.00 1.01 1.00 -O.18 4 74 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 74 -1.37 -1.38 1.00 1.01 1.00 -0.18 6 74 -1.37 -1.38 1.00 I.01 1.00 -0.18 l 75 -0.29 -0.11 1.00 1.01 1.00 -0.18 2 75 -0.40 -0.59 1.00 1.01 1.00 -0.18 3 75 -0.37 -0.19 1.00 LO1 1.00 -0.18 4 75 -0.37 -0.19 1.00 1.01 1.00 -0.18 5 75 -0.37 -0.37 1.00 1.01 1.00 -0.18 6 75 -0.37 -0.37 I.00 1.01 1.00 -0.18 1 76 -0.45 -0.64 1.00 1.01 1.00 0.18 2 76 0.45 0.64 1.00 1.01 1.00 0.18 3 76 -0.69 -0.88 1.00 1.01 1.00 0.18 4 76 -0.69 -0.88 1.00 1.01 1.00 0.18 5 76 -1.37 -1.38 1.00 1.01 1.00 0.18 6 76 -1.37 -1.38 1.00 I.O1 1.00 0.18 I 77 -0.45 -0.64 1.00 1.01 1.00 0.18 2 77 0.45 0.64 1.00 I.OI 1.00 0.18 3 77 -0.69 -0.88 1.00 1.01 1.00 0.18 4 77 -0.69 -0.88 1.00 I.O1 1.00 O.18 5 77 -0.69 -0.70 1.00 1.01 1.00 0.18 6 77 -0.69 -0.70 I.00 I.O1 1.00 0.18 1 78 -0.45 -0.27 1.00 1.01 1.00 -0.18 2 78 0.45 0.27 1.00 1.01 1.00 -0.18 3 78 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 78 -0.69 -0.51 1.00 1.01 I.00 -0.18 5 78 -1.37 -1.38 1.00 1.01 I.00 -0.18 6 78 -1.37 -1.38 1.00 1.01 1.00 -0.18 I 79 -0.45 -0.27 1.00 I.O1 1.00 -0.18 2 79 0.45 0.27 1.00 ] .O1 1.00 -0.18 3 79 -0.69 -0.51 1.00 1.01 1.00 -0.18 4 79 -0.69 -0.51 1.00 1.01 1.00 -0.18 5 79 -0.69 -0.70 1.00 1.01 1.00 -0.18 6 79 -0.69 -0.70 1.00 1.01 1.00 -0.18 Date 8/]4/2006 Time 10:56:SOAM Page: 10 FRAME DESIGN REPORT SPECK BUILDINGS L.L.C. 1311 E. Franklin Rd Suite 104 Meridian ID. 83642 208-888-5819 ~.oad Combination Factors Load Description Combo Dead Coll Live Snow Unbal. Wind Seismic Floor Floor Floor Usage ~Jumber Factor Dead Beam Beam Beam Dead Live Coll Dead • I D+L 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0 2 D+Lf+S 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 0 3 D+L+W C l IP L 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 4 D+L+W C I IP R 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 S D+L+W C1IS L 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 6 D+L+W C I IS R 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 7 8 D+L+W C2IP L D+L+W C2IP R 0.75 0.75 1.33 1.33 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.33 1.33 1.00 1.00 0.00 0.00 0 0 9 D+L+W C21S L 0.75 1.33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 10 D+L+W C2IS R 0.75 1,33 0.00 1.00 0.00 0.00 1.00 0.00 1.33 1.00 0.00 0 • 1 I D+Lf+S+W C1IP L 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1.00 0.00 0 12 D+Lf+S+W C1IP R 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1.00 0.00 0 13 D+Lf+S+W C 1 [S L 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 I.00 0.00 0 14 D+Lf+S+W C11S R 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1.00 0.00 0 I S D+Lf+S+W C2IP L 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1.00 0.00 0 16 D+Lf+S+W C21P R 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1 00 0 00 0 . 17 D+Lf+S+W C21S L 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 . ].00 . 0.00 0 18 D+Lf+S+W C2IS R 0.75 1.33 0.00 0.00 1.00 0.00 1.00 0.00 1.33 1.00 0.00 0 19 D+L+E LC 0.70 1.53 1.53 1.07 0.00 0.00 0.00 1.00 1.53 1.07 1.53 0 20 D+L+E LT 0.70 1.33 1.33 1.07 0.00 0.00 0.00 I.00 1.33 1.07 1.33 0 21 D+L+E RC 0.70 1.53 1.53 1.07 0.00 0.00 0.00 1.00 1.53 1.07 1.53 0 22 D+L+E RT 0.70 1.33 1.33 1.07 0.00 0.00 0.00 1.00 1.33 1.07 1.33 0 23 D+Lf+S+E LC 0.70 1.53 1.53 0.00 1.07 0.00 0.00 1.00 1.53 1.07 1.53 0 • 24 D+Lf+S+E LT 0.70 1.33 1.33 0.00 1.07 0.00 0.00 1.00 1.33 1.07 1.33 0 25 D+Lf+S+E RC 0.70 1.53 1.53 0.00 1.07 0.00 0.00 1.00 1.53 1.07 1.53 0 26 D+Lf+S+E RT 0.70 1.33 1.33 0.00 1.07 0.00 0.00 1.00 1.33 1.07 1.33 0 27 0.6D+WCIIPL 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 28 0.6D+W Cl IP R 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 • 29 0.6D+W ClIS L I.00 0.60 0.00 0.00 0.00 0.00 I.00 0.00 0.60 0.00 0.00 0 30 0.6D+W CIIS R 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 31 O.6D+W C2IP L 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 32 O.6D+W C2IP R 1.00 0.60 0.00 0.00 0.00 0.00 I.00 0.00 0.60 0.00 0.00 0 33 0.6D+W C21S L 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 34 0.6D+W C21S R 1.00 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.00 0.00 0 35 0.6D+E LC 0.70 0.96 0.96 0.00 0.00 0.00 0.00 1.00 0.96 0.00 0.96 0 36 37 0.6D+E LT 0.6D+E RC 0.70 0.70 0.75 0.96 0.75 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ].00 1.00 0.75 0.96 0.00 0.00 0.75 0.96 0 0 38 0.6D+E RT 0.70 0.75 0.75 0.00 0.00 0.00 0.00 1.00 0.75 0.00 0.75 0 39 1.2D+f1L+E LC 1.00 1.30 1.30 0.00 0.00 0.00 0.00 1.00 1.30 1.00 1.30 6 40 1.2D+f1L+E LT 1.00 1.10 1.10 0.00 0.00 0.00 0.00 1.00 1.10 I.00 1.10 6 41 1.2D+f1L+E RC 1.00 1.30 1.30 0.00 0.00 0.00 0.00 1.00 1.30 1.00 1.30 6 . 42 1.2D+fiL+E RT 1.00 ].10 1.10 0.00 0.00 0.00 0.00 1.00 I.10 1.00 I.10 6 43 0.9D+E LC 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I.00 1.00 0.00 ].00 6 44 0.9D+E LT I.00 0.80 0.80 0.00 0.00 0.00 0.00 1.00 0.80 0.00 0.80 6 45 0.9D+E RC 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 6 46 0.9D+E RT 1.00 0.80 0.80 0.00 0.00 0.00 0.00 1.00 0.80 0.00 0.80 6 47 D 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 I 48 L 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1 49 S 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1 50 W C11P L 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 I 5 I W C 1 IP R 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 52 W C l IS L 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 I 53 W C l IS R 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 ~ ~ 54 W C2[P L 1.00 0.00 0.00 0.00 0.00 0.00 I.00 0.00 0.00 0.00 0.00 1 55 W C2IP R 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 56 W C2IS L 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 57 W C21S R 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1 58 E L 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 I 59 E R 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00. 0.00 0.00 1 i w Date 8/14/2006 FRAME DESIGN REPORT sPECx suILDlrr~s L.L.c. Time 10:56:SOAM 1311 E. Franklin; Rd Suite 104 Page: 11 Meridian ID. 83642 208-888-5819 60 d+.75s+crn/cl L 1.00 1.00 1.0o n 0n n ~s n no non n nn n nn n nn n nn n • 61 d+.75s+crn/cl R 1.00 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 62 d+.75s+crn/cr L ].00 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 63 d+.75s+crn/cr R 1.00 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 64d+.75s+.Sw+crn/cl C1IP I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 i 65d+.75s+.Sw+crn/cl C1IP I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 66d+,75s+.Sw+crn/cl C1IS I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0 00 67d+.75s+.Sw+crn/cl C1IS I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 . 0.00 68d+.75s+.Sw+crn/cl C2IP I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 69d+.75s+.Sw+crn/cl C21P I ].00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 70d+.75s+.Sw+crn/cl C21S I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 71d+.75s+.Sw+crn/cl C2IS I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 72d+.75s+.Sw+crn/cr C11P 1 1.00 I.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 73d+,75s+.Sw+crn/cr C1IP 1 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 i 74d+.75s+.5w+crn/crC1IS 1 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 75d+,75s+.Sw+crn/crC]]S 1 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 76d+.75s+.5w+crn/cr C21P I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 77d+.75s+.Sw+crn/cr C2IP I 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 78d+.75s+.Sw+crn/cr C21S 1 1.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 79d+.75s+.Sw+crn/cr C21S I I.00 1.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.00 i • • • • • i i r • • r 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date 8/14/2006 FRAME DESIGN REPORT sPECx suILDlrrGS L.L.c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 12 Meridian ID. 83642 208-888-5819 Flan ~rtem no ge Pro Point Loc ~rt~ perties - Welded Plate 1 0.00 8.00 0.2500 88.00 1.750 1 3.86 8.00 0.2500 88.00 1.750 1 7.71 8.00 0.2500 60.00 1.000 1 11.57 8.00 0.2500 60.00 1.000 1 15.43 8.00 0.2500 60.00 1.000 1 19.28 8.00 0.2500 60.00 1.000 . 1 19.30 8.00 0.3750 60.00 1.000 1 22.99 8.00 0.3750 60.00 1.000 • 1 23.01 8.00 0.3750 60.00 1.000 • 1 25.49 8.00 0.3750 60.00 1.000 1 27.87 8.00 0.3750 6.49 1.000 2 0.00 8.00 0.5000 88.00 1.750 2 4.03 8.00 0.5000 88.00 1.750 2 8.07 8.00 0.5000 60.00 1.000 ` 2 12.10 8.00 0.5000 60.00 1.000 • 2 16.14 8.00 0.5000 60.00 1.000 2 20.17 8.00 0.5000 60.00 1.000 2 20.19 8.00 0.6250 60.00 1.000 2 22.99 8.00 0.6250 60.00 1.000 i~ 2 23.01 8.00 0.6250 60.00 1.000 2 2 27.05 8.00 0.6250 60.00 1.000 31.09 8.00 0.6250 45.19 1.000 3 0.85 8.00 0.2500 43.37 1.100 3 3.52 8.00 0.2500 43.37 1.100 3 6.18 8.00 0.2500 61.56 1.000 • 3 8.85 8.00 0.2500 61.56 1.000 3 8.86 8.00 0.2500 61.56 1.000 3 12.18 8.00 0.2500 61.56 1.000 3 15.50 8.00 0.2500 61.56 1.000 3 15.52 8.00 0.2500 61.56 1.000 . 3 18.18 8.00 0.2500 61.56 1.000 3 3' 20.85 23 8.00 0.2500 61.56 1.000 .51 8.00 0.2500 61.56 1.000 9 1.00 8.00 0.2500 11.72 1.100 4 3.66 8.00 0.2500 61.56 1.000 9 6.33 8.00 0.2500 61.56 1.000 4 8.99 8.00 0.2500 61.56 1.000 4 9.01 8.00 0.2500 61.56 1.000 4 12.17 8.00 0.2500 61.56 1.000 4 15.33 8.00 0.2500 123.13 1.000 4 15.35 8.00 0.2500 123.13 1.000 4 18.02 8.00 0.2500 123.13 1.000 • 4 4 20.68 23 8.00 0.2500 123.13 1.000 .34 8.00 0.2500 123.13 1.000 L E F T EXTREMITY R I G H T EXTREMITY Width ~1°~ Thick din) UBR din) Cb Class Kc Rt m ~~ ) Width (in) Thick (ink UBR (in) Cb Class Kc Rt din) 3 0.935 1.92 8.00 0.5000 88,.00 1.750 1 0.435 2.15 3 0.435 1.92 8.00 0.5000 88.00 1.750 1 0.435 2.15 3 0.435 1.92 8.00 0.5000 60.00 1.000 1 0.435 2.15 3 0.435 1.92 8.00 0.5000 60.00 1.000 1 0.435 2.15 3 0.435 1.92 8.00 0.5000 60.00 1.000 1 0.435 2.15 3 0.435 1.92 8.00 0.5000 60.00 1.000 1 0.935 2.15 3 0.435 2.05 8.00 0.5000 60.00 1.000 1 0.435 2.13 3 0.435 2.05 8.00 0.5000 60.00 1.000 1 0.435 2.13 3 0.435 2.05 8.00 0.5000 60.00 1.000 1 0.435 2.13 3 0.435 2.05 8.00 0.5000 60.00 1.000 1 0.435 2.13 3 0.435 2.05 8.00 0.5000 6.49 1.000 1 0.935 2.13 1 0.435 2.15 8.00 0.2500 88.00 1.750 3 0.435 1.92 1 0.435 2.15 8.00 0.2500 88.00 1,750 3 0.435 1.92 1 0.435 2.15 8.00 0.2500 60.00 1.000 3 0.435 1.92 1 0.435 2.15 8.00 0.2500 60.00 1.000 3 0.435 1.92 1 0.435 2.15 8.00 0.2500 60.00 1.000 3 0.935 1.92 1 0.435 2.15 8.00 0.2500 60.00 1.000 3 0.435 1.92 1 0.373 2.22 8.00 0.3125 60.00 1.000 3 0.373 2.05 1 0.373 2.22 8.00 0.3125 60.00 1.000 3 0.373 2.05 1 0.373 2.22 8.00 0.3125 60.00 1.000 3 0.373 2.05 1 0.373 2.22 8.00 0.3125 60.00 1.000 3 0.373 2.05 1 0.373 2.22 8.00 0.3125 45.19 1.000 3 0.373 2.05 3 0.375 1.67 8.00 0.2500 33.12 1.100 3 0.375 1.67 3 0.386 1.69 B.00 0.2500 33.12 1.100 3 0.386 1.69 3 0.398 1.72 8.00 0.2500 123.13 1.000 3 0.398 1.72 3 0.410 1.74 8.00 0.2500 123.13 1.000 3 0.410 1.74 3 0.360 1.85 8.00 0.2500 123.13 1.000 3 0.360 1.85 3 0.375 1.88 8.00 0.2500 123.13 1.000 3 0.375 1.88 3 .0.394 1.91 8.00 0.2500 123.13 1.000 3 0.394 1.91 3 0.399 1.91 8.00 0.2500 123.13 1.000 3 0.394 1.91 3 0.411 1.93 8.00 0.2500 123.13 1.000 3 0.411 1.93 3 0.430 1.96 8.00 0.2500 123.13 1.000 3 0.430 1.96 3 0.452 1.99 8.00 0.2500 123.13 1.000 3 0.452 1.99 3 0.354 1.62 8.00 0.2500 23.72 1.100 3 0.354 1.62 3 0.365 1.64 8.00 0.2500 61.56 1.000 3 0.365 1.64 3 0.378 1.67 8.00 0.2500 61.56 1.000 3 0.378 1.67 3 0.392 1.71 8.00 0.2500 61.56 1.000 3 0.392 1.71 3 0.344 1.81 8.00 0.2500 61.56 1.000 3 0.344 1.81 3 0.361 1.85 8.00 0.2500 61.56 1.000 3 0.361 1.85 3 0.381 1.89 8.00 0.2500 61.56 1.000 3 0.381 1.89 3 0.381 1.89 8.00 0.2500 61.56 1.000 3 0.381 1.89 3 0.400 1.92 8.00 0.2500 61.56 1.000 3 0.400 1.92 3 0.924 1.95 8.00 0.2500 61.56 1.000 3 0.424 1.95 3 0.452 1.99 8.00 0.2500 61.56 1.000 3 0.952 1.99 Date 8n4i2oo6 FRAME DESIGN REPORT spEClc Bu1LD1NGS L.L.c. Time 10:56:SOAM 1311 E. Franklina Rd Suite 104 «Page: 13 Meridian 1D. 83642 208-888-5819 •'orce Dependent Properties - Welded Plate B E N D I N G A X I A L S H E A R LEFT EXTREMITY RIGHT EXTREMITY iem Point Load P Area fa Fa V fv Ev Mom Sxr fb Fb Sr Sxr fb Fb Sr CSR ~o Loc no B_p B_p (kips) (in^2) (ksi) (ksi) (kips) (ksi) (ksi) (k-ft) (in^3) (ksi) (ksi) (in^3) (ksi) (ksi) 0.00 73 36.66 10.500 3.99 18.06 -10.17 -2.26 5.09 0.00 72.02 0.00 22.88 0.193 103.72 0.00 30.00 0.193 0.999 3.86 73 36.66 10.500 3.99 22.36 -9.83 -2.18 5.09 38.57 72.02 -6.43 30.00 0.098 103.72 4.46 30.00 0.295 0.929 7.71 65 63.18 10.500 6.02 22.36 -9.39 -2.09 5.09 75.08 72.02 -12.51 30.00 0.216 103.72 8.69 30.00 0.561 0.561 11.57 65 63.18 10.500 6.02 22.36 -9.09 -2.01 5.09 110.63 72.02 -18.93 30.00 0.919 103.72 12.80 30.00 0.698 0.698 15.43 65 63.18 10.500 6.02 22.36 -8.70 -1.93 5.09 144.84 72.02 -24.13 30.00 0.604 103.72 16.76 30.00 0.831 0.831 19.28 67 69.78 10.500 6.17 22.36 -8.98 -2.00 5.09 177.07 72.02 -29.50 30.00 0.778 103.72 20.49 30.00 0.966 0.966 19.30 67 69.78 11.500 5.63 22.78 -8.98 -2.00 5.09 177.22 92.78 -22.92 30.00 0.576 109.34 19.95 30.00 0.889 0.889 -2.99 67 64.78 11.500 5.63 22.78 -8.90 -1.98 5.09 210.23 92.78 -27.19 30.00 0.719 109.34 23.07 30.00 1.002 1.002 23.01 64 -0.07 11.500 -0.01 30.00 -2.37 -0.53 5.09-150.51 92.78 19.97 28.18 0.690 109.39 -16.52 30.00 0.551 0.690 25.99 75 16.26 11.500 1.91 22.78 -4.99 -1.10 5.09 180.54 92.78 -23.35 30.00 0.716 109.34 19.81 30.00 0.708 0.716 27.87 75 16.26 11.500 1.41 22.78 -4.89 -1.09 5.09 192.50 92.78 -24.90 30.00 0.768 109.34 21.13 30.00 0.751 0.768 0.00 72 60.86 10.500 5.80 17.22 4.03 62 66.69 10.500 6.35 21.00 8.07 62 66.69 10.500 6.35 21.00 12.10 62 66.64 10.500 6.35 21.00 16.19 62 66.69 10.500 6.35 21.00 20.17 62 66.69 10.500 6.35 21.00 20.19 62 66.69 8.652 6.21 18.90 22.99 62 66.69 8.613 6.21 18.39 23.01 73 1.09 8.787 0.10 16.14 27.05 73 1.09 8.836 0.10 16.21 31.09 66 13.95 8.889 1.30 18.79 9.08 8.15 8.15 8.15 8.15 8.15 8.15 8.15 2.71 2.88 3.64 2.02 1.81 1.61 1.81 1.81 1.81 2.52 2.52 0.84 0.89 1.13 5.09 0.00 103.72 5.09 -32.87 103.72 5.09 -65.79 103.72 5.09 -98.61 103.72 5.09-131.98 103.72 5.09-169.35 103.72 2.62-169.99 122.64 2.62-187.35 122.69 2.62 192.80 122.69 2.62 131.51 122.69 2.62-171.38 122.64 0.00 30.00 0.337 3.80 30.00 0.438 7.61 30.00 0.579 11.41 30.00 0.709 15.21 30.00 0.845 19.01 30.00 0.981 16.10 29.62 0.902 18.33 29.62 0.982 -13.97 30.00 0.959 -12.87 30.00 0.423 16.77 29.62 0.619 72.02 0.00 22.88 0.337 0.391 72.02 -5.48 30.00 0.107 0.93E 72.02 -10.95 30.00 0.159 0.579 72.02 -16.93 30.00 0.336 0.70 72.02 -21.91 30.00 0.519 0.895 72.02 -27.38 30.00 0.701 0.981 78.33 -25.20 30.00 0.583 0.969 76.33 -28.70 30.00 0.699 0.982 78.33 21.88 29.62 0.893 0.893 78.33 20.15 24.62 0.823 0.823 78.33 -26.26 30.00 0.806 0.806 0.85 75 6.69 9.367 0.45 12.57 14.65 1.33 2.73 188.76 167.76 -13.50 30.00 0.915 167.76 13.50 20.91 0.679 0.679 3.52 75 6.55 9.632 0.96 13.53 13.66 1.32 3.08 151.05 153.49 -11.81 30.00 0.360 153.44 11.81 21.72 0.575 0.575 6.18 69 2.26 9.937 0.16 14.12 -2.17 -0.22 3.50-125.08 139.67 10.75 22.16 0.495 139.67 -10.75 30.00 0.347 0.995 8.85 66 3.69 9.715 0.28 14.67 -2.01 -0.22 4.01-118.88 126.96 11.28 22.42 0.520 126.96 -11.28 30.00 0.357 0.5'0 8.86 63 5.99 8.278 0.55 19.63 12.18 1.79 2.26 52.38 112.90 -5.57 30.00 0.198 112.90 5.57 20.27 0.309 0.795 12.18 60 4.11 7.005 0.90 13.93 0.22 0.03 2.71-114.36 99.53 13.79 21.25 0.676 99.53 -13.79 30.00 0.930 0.676 15.50 60 3.90 6.829 0.41 13.92 -1.50 -0.27 3.32-112.22 86.81 15.51 22.07 0.729 86.81 -15.51 30.00 0.988 0.729 15.52 60 3.90 6.828 0.41 13.92 -1.51 -0.27 3.33-112.20 86.74 15.52 22.08 0.729 86.74 -15.52 30.00 0.988 0.729 18.18 60 3.73 6.724 0.91 19.38 -2.89 -0.57 3.99-106.39 77.01 16.57 22.42 0.769 77.01 -16.57 30.00 0.524 0.764 20.85 60 3.56 8.610 0.91 18.58 -9.26 -0.92 4.86 -96.82 67.69 17.16 22.79 0.771 67.69 -17.16 30.00 0.550 0.771 23.51 2 2.74 8.125 0.34 18.29 -0.39 -0.08 6.07 -89.72 58.80 17.29 23.20 0.760 58.80 -17.29 30.00 0.558 0.760 1.00 60 3.99 10.339 0.21 12.95 -17.03 3.66 60 3.59 10.829 0.23 12.96 -15.63 6.33 60 3.58 11.549 0.29 14.68 -14.23 8.99 73 3.24 10.468 0.23 14.93 2.19 9.01 60 3.63 8.932 0.32 14.48 -12.83 12.17 60 3.69 10.750 0.39 18.67 -11.17 15.33 63 9.49 7.187 0.45 19.00 0.84 15.35 63 4.49 7.186 0.45 14.00 0.85 18.01 63 4.54 7.012 0.98 14.55 2.29 2G.68 63 9.59 8.751 0.52 18.65 3.69 23.39 2 2.76 8.125 0.39 16.24 -0.09 -1.36 -1.39 -1.31 0.22 -1.71 -1.66 0.19 0.14 0.92 0.77 -0.02 2.13-165.97 203.14 9.80 2.94-122.47 183.09 8.03 2.82 -82.69 163.96 6.05 3.30 105.50 145.77 -8.69 1.86 -46.42 129.22 9.31 2.28 -8.47 111.95 0.91 2.88 99.04 95.66 -11.80 2.88 94.03 95.57 -11.81 3.58 89.91 82.62 -13.06 9.58 82.08 70.36 -14.00 6.07 84.72 58.80 -17.29 17.11 0.589 203.19 -9.80 30.00 0.310 0.690 20.03 0.916 183.09 -8.03 30.00 0.250 0.550 21.13 0.301 163.96 -6.05 30.00 0.185 0.966 30.00 0.273 195.77 8.69 22.05 0.908 0.408 19.07 0.246 129.22 -9.31 30.00 0.122 0.921 20.34 0.061 111.95 -0.91 30.00 0.012 0.725 30.00 0.361 95.66 11.80 21.53 0.577 0.577 30.00 0.361 95.57 11.81 21.53 0.577 0.577 30.00 0.902 82.62 13.06 .22.22 0.617 0.617 30.00 0.939 70.36 19.00 22.68 0.640 0.640 30.00 0.558 58.80 17.29 23.20 0.760 0.760 i~ Date 8/14/2006 Time 10:56:SOAM Page: 14 FRAME DESIGN REPORT SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 ~~ • LEFT EXTREMITY RIGHT EXTREMITY Mem Point Loc Lond a Q Qs Amp Qs Amp no na 0.00 73 1.000 0.763 0.934 1.000 0.934 3.86 73 1.000 0.763 0.934 1.000 0.934 7.71 65 1.000 0.763 1.006 1.000 1.006 11.57 65 1.000 0.763 1.006 1.000 1.006 15.43 65 1.000 0.763 1.006 1.000 1.006 19.28 67 1.000 0.763 1.011 1.000 1.011 19.30 67 1.000 0.939 0.982 1.000 0.982 22.99 67 1.000 0.939 0.982 1.000 0.982 23.01 69 1.000 0.939 0.883 1.000 0.883 25.49 75 1.000 0.939 0.880 1.000 0.880 27.87 75 1.000 0.939 0.880 1.000 0.880 0.00 72 1.000 1.000 1.047 0.763 1.047 4.03 62 1.000 1.000 1.071 0.763 1.071 8.07 62 1.000 1.000 1.071 0.763 1.071 12.10 62 1.000 1.000 1.071 0.763 1.071 16.19 62 1.000 1.000 1.071 0.763 1.071 20.17 62 1.000 1.000 1.071 0.763 1.071 20.19 62 0.806 1.000 1.039 0.835 1.039 22.99 62 0.803 1.000 1.039 0.835 1.039 23.01 73 0.819 1.000 0.853 0.835 0.853 27.05 73 0.824 1.000 0.853 0.835 0.853 31.09 66 0.829 1.000 0.884 0.835 0.884 0.85 75 0.629 0.722 0.853 0.722 0.853 3.52 75 0.671 0.730 0.854 0.730 0.854 6.18 69 0.725 0.739 0.851 0.739 0.851 8.85 66 0.744 0.747 0.853 0.797 0.853 8.86 63 0.767 0.710 0.855 0.710 0.855 12.18 60 0.688 0.722 0.854 0.722 0.854 15.50 60 0.713 0.736 0.855 0.736 0.855 15.52 60 0.713 0.736 0.855 0.736 0.855 18.18 60 0.739 0.747 0.856 0.797 0.856 20.85 60 1.000 0.760 0.858 0.760 0.858 23.51 2 1.000 0.773 0.857 0.773 0.857 1.00 60 0.626 0.705 0.851 0.705 0.851 3.66 60 0.691 0.715 0.851 0.715 0.851 6.33 60 0.778 0.724 0.852 0.724 0.852 8.99 73 0.798 0.735 0.852 0.735 0.852 9.01 60 0.777 0.697 0.853 0.697 0.853 12.17 60 1.000 0.711 0.853 0.711 0.853 15.33 63 0.718 0.726 0.855 0.726 0.855 15.35 63 0.718 0.726 0.855 0.726 0.855 18.01 63 0.748 0.741 0.857 0.741 0.857 20.68 63 1.000 0.756 0.859 0.756 0.859 23.34 2 1.000 0.773 0.858 0.773 0.858 Date Time ~i'age: 8/14/2006 10:56:SOAM 15 FRAME DESIGN REPORT spECx BuILDIN~s L.L.c. 1311 E. Franklin;; Rd Suite 104 Meridian ID. 83642 208-888-5819 i+ orc e Dependent Proper ties -User De fined wlem Point Load P V Mom Load P V Mom Load P V Mom no Loc No (kips) (kips) (k-ft) No (kips) (kips) (k-ft) No (kips) (kips) (k-ft) 5 0.0000 1 -0.0178 -0.5335 -0.4449 2 -0.0298 -0.8923 -0.7440 3 -0.0141 0.2265 0.1888 5 0.0000 4 -0.0145 -0.2502 -0.2086 5 -0.0147 0.2265 0.1888 6 -0.0135 -0.2502 -0.2086 • 5 0.0000 7 -0.0142 0.2264 0.1888 8 -0.0143 -0.0976 -0.0814 9 -0.0142 0.2264 0. (888 5 0.0000 10 -0.0142 -0.0976 -0.0814 11 -0.0237 -0.0426 -0.0355 12 -0.0232 -0.5192 -0.4329 5 0.0000 13 -0.0237 -0.0426 -0.0355 14 -0.0229 -0.5192 -0.4329 IS -0.0232 -0.0426 -0.0355 • 5 0.0000 16 -0.0232 -0.3666 -0.3057 17 -0.0232 -0.0426 -0.0355 18 -0.0232 -0.3666 -0.3057 • 5 0.0000 19 -0.0155 -0.4339 -0.3618 20 -0.0146 -0.4189 -0.3493 21 -0.0142 -0.4339 -0.3618 5 0.0000 22 -0.0139 -0.4189 -0.3493 23 -0.0240 -0.7029 -0.5861 24 -0.0230 -0.6878 -0.5734 5 0.0000 25 -0.0234 -0.7029 -0.5861 26 -0.0231 -0.6878 -0.5735 27 -0.0019 0.8075 0.6733 5 0.0000 28 -0.0023 0.1720 0.1434 29 -0.0023 0.8075 0.6733 30 -0.0006 0.1719 0.1434 5 0.0000 31 -0.0022 0.8075 0.6733 32 -0.0021 0.3753 0.3129 33 -0.0020 0.8075 0.6733 5 0.0000 34 -0.0021 0.3753 0.3129 35 -0.0028 -0.0706 -0.0589 36 -0.0024 -0.0556 -0.0464 5 0.0000 37 -0.0016 -0.0707 -0.0589 38 -0.0017 -0.0556 -0.0464 60 -0.0228 -0.6956 -0.5799 5 0.0000 61 -0.0229 -0.6956 -0.5800 62 -0.0244 -0.6956 -0.5799 63 -0.0208 -0.6957 -0.5801 5 0.0000 64 -0.0246 -0.2601 -0.2168 65 -0.0241 -0.5781 -0.4820 66 -0.0253 -0.2601 -0.2168 5 0.0000 67 -0.0213 -0.5781 -0.4821 68 -0.0240 -0.2602 -0.2168 69 -0.0222 -0.4764 -0.3972 5 0.0000 70 -0.0250 -0.2602 -0.2169 71 -0.0216 -0.4763 -0.3971 72 -0.0240 -0.2602 -0.2169 5 0.0000 73 -0.0231 -0.5781 -0.4820 74 -0.0236 -0.2602 -0.2169 75 -0.0227 -0.5781 -0.4821 5 0.0000 76 -0.0235 -0.2602 -0.2169 77 -0.0218 -0.4764 -0.3972 78 -0.0230 -0.2602 -0.2169 5 0.0000 79 -0.0226 -0.4763 -0.3972 5 1.6676 1 0.0000 0.0000 0.0000 2 0.0000 0.0000 0.0000 3 0.0002 0.0000 0.0000 5 1.6676 4 -0.0003 0.0000 0.0000 5 -0.0004 0.0000 0.0000 6 0.0008 0.0000 0.0000 5 1.6676 7 0.0001 0.0000 0.0000 8 0.0000 0.0000 0.0000 9 0.0000 0.0000 0.0000 5 1.6676 10 0.0000 0.0000 0.0000 11 -0.0004 0.0000 0.0000 ] 2 0.0001 0.0000 0.0000 . 5 1.6676 13 -0.0004 0.0000 0.0000 14 0.0004 0.0000 0.0000 I S 0.0000 0.0000 0.0000 5 1.6676 16 0.0000 0.0000 0.0000 17 0 0000 0 0000 0 0000 18 0 0000 0 0000 0 0000 . . . . . . ~' S 1.6676 19 -0.0010 0.0000 0.0000 20 -0.0006 0.0000 0.0000 21 0.0003 0.0000 0.0000 5 1.6676 22 0.0001 0.0000 0.0000 23 -0.0005 0.0000 0.0000 24 0.0000 0.0000 0.0000 5 1.6676 25 0.0001 0.0000 0.0000 26 -0.0001 0.0000 0.0000 27 0.0002 0.0000 0.0000 5 1.6676 28 -0.0002 0.0000 -0.0001 29 -0.0002 0.0000 0.0000 30 0.0015 -0.0001 0.0000 . 5 1.6676 31 -0.0001 0.0000 0.0000 32 0.0000 0.0000 0.0000 33 0.0001 0.0000 0.0000 . 5 1.6676 34 0.0000 0.0000 0.0000 35 -0.0004 0.0000 0.0000 36 -0.0005 0.0000 0.0000 5 1.6676 37 0.0007 0.0000 0.0000 38 0.0002 0.0000 0.0000 60 0.0005 0.0000 0.0001 5 1.6676 61 0.0003 0.0000 0.0000 62 -0.0011 0.0000 0.0000 63 0.0024 0.0000 0.0000 • 5 1.6676 64 -0.0013 0.0001 0.0000 65 -0.0008 0.0000 0.0000 66 -0.0021 0.0001 0.0000 5 1.6676 67 0.0020 -0.0001 0.0001 68 -0.0008 0.0000 0.0001 69 0.0010 0.0000 0.0000 5 1.6676 70 -0.0017 0.0000 0.0000 71 0.0017 0.0000 0.0000 72 -0.0008 0.0000 0.0001 5 1.6676 73 0.0001 -0.0001 0.0000 74 -0.0003 0.0000 0.0001 75 0.0006 0.0000 0.0000 5 1.6676 76 -0.0002 0.0000 0.0000 77 0.0014 0.0000 0.0000 78 0.0002 0.0000 0.0000 5 1.6676 79 0.0007 0.0000 0.0000 • 6 0.0000 1 0.0178 0.5335 0.4449 2 0.0296 0.8924 0.7440 3 0.0136 -0.2264 -0.1888 6 0.0000 4 0.0147 0.2501 0.2086 5 0.0139 -0.2264 -0.1888 6 0.0140 0.2502 0.2086 • 6 0.0000 7 0.0143 -0.2264 -0.1888 8 0.0144 0.0976 0.0814 9 0.0143 -0.2264 -0.1888 6 0.0000 10 0.0142 0.0976 0.0814 11 0.0223 0.0426 0.0355 12 0.0241 0.5192 0.4329 6 0.0000 l3 0.0229 0.0426 0.0355 14 0.0240 0.5192 0.4329 15 0.0233 0.0426 0.0355 6 0.0000 16 0.0233 0.3666 0.3057 17 0.0232 0.0426 0.0355 18 0.0232 0.3666 0.3057 . 6 0.0000 19 0.0143 0.4340 0.3618 20 0.0135 0.4190 0.3493 21 0.0144 0.4339 0.3618 6 0.0000 22 0.0141 0.4189 0.3493 23 0.0237 0.7030 0.5861 24 0.0230 0.6878 0.5735 ~- Date 8/14/2006 FRAME DESIGN REPORT sPECK suII.DIN~s 1,.L.c. Time 10:56:SOAM 1311 E. Franklin;; Rd Suite 104 Page: 16 Meridian ID. 83642 208-888-5819 6 0.0000 25 0.0236 0.7029 0.5861 26 0.0231 0.6878 0.5735 27 0.0017 -0.8075 -0.6733 0.0000 28 0.0020 -0.1720 -0.1434 29 0.0027 -0.8075 -0.6733 30 0.0018 -0.1720 -0.1434 0.0000 31 0.0020 -0.8075 -0.6733 32 0.0023 -0.3753 -0.3129 33 0.0022 -0.8075 -0.6733 0.0000 34 0.0021 -0.3753 -0.3129 35 0.0020 0.0706 0.0589 36 0.0013 0.0557 0.0464 0.0000 37 0.0026 0.0706 0.0589 38 0.0021 0.0556 0.0464 60 0.0221 0.6957 0.5800 0.0000 6l 0.0225 0.6956 0.5800 62 0.0234 0.6956 0.5800 63 0.0230 0.6956 0.5800 0.0000 64 0.0217 0.2602 0.2170 65 0.0237 0.5780 0.4819 66 0.0217 0.2602 0.2170 0.0000 67 0.0248 0.5780 0.48]9 68 0.0217 0.2603 0.2170 69 0.0232 0.4763 0.3971 0.0000 70 0.0260 0.2601 0.2170 71 0.0226 0.4763 0.3972 72 0.0236 0.2602 0.2 ] 70 0.0000 73 0.0224 0.5780 0.4819 74 0.0231 0.2602 0.2170 75 0.0239 0.5780 0.4819 0.0000 76 0.0245 0.2602 0.2170 77 0.0243 0.4763 0.3971 78 0.0237 0.2602 0.2170 0.0000 79 0.0228 0.4763 0.3971 1.6676 1 0.0000 0.0000 0.0000 2 -0.0003 0.0000 0.0000 3 -0.0006 0.0000 0.0000 1.6676 4 0.0005 0.0000 0.0000 5 -0.0004 0.0000 0.0000 6 -0.0003 0.0000 0.0000 1.6676 7 0.0000 0.0000 0.0000 8 0.0001 0.0000 0.0000 9 0.0001 0.0000 0.0000 ].6676 10 0.0000 0.0000 0.0000 11 -0.0009 0.0000 0.0000 12 0.0009 0.0000 0.0000 1.6676 13 -0.0004 0.0000 0.0000 14 0.0007 0.0000 0.0000 15 0.0000 0.0000 0.0000 1.6676 16 0.0000 0.0000 0.0000 17 0.0000 0.0000 0.0000 18 0.0000 0.0000 0.0000 1.6676 19 -0.0002 0.0000 0.0000 20 -0.0005 0.0000 0.0000 21 -0.000] 0.0000 0.0000 1.6676 22 0.0001 0.0000 0.0000 23 0.0003 0.0000 0.0000 24 0.0000 0.0000 0.0000 1.6676 25 0.0001 0.0000 0.0000 26 0.0002 0.0000 0.0000 27 -0.0004 0.0000 0.0000 1.6676 28 -0.0001 0.0000 0.0000 29 0.0006 0.0000 0.0000 30 -0.0003 0.0000 0.0000 1.6676 31 -0.0001 0.0000 0.0000 32 0.0002 0.0000 0.0000 33 0.0001 0.0000 0.0000 1.6676 34 0.0000 0.0000 0.0000 35 -0.0004 0.0000 0.0000 36 -0.0005 0.0000 0.0000 1.6676 37 0.0002 0.0000 0.0000 38 0.0003 0.0000 0.0000 60 -0.0011 0.0001 -0.0001 1.6676 61 -0.0008 0.0000 -0.0001 62 0.0001 0.0000 0.0000 63 -0.0003 0.0000 0.0000 1.6676 64 -0.0015 0.0000 0.0000 65 0.0005 0.0000 0.0000 66 -0.0016 0.0000 0.0000 1.6676 67 0.0016 0.0000 0.0000 68 -0.0015 0.0000 0.0000 69 0.0000 0.0000 0.0000 1.6676 70 0.0027 -0.0001 0.0001 71 -0.0007 0.0000 0.0000 72 0.0003 0.0000 0.0000 1.6676 73 -0.0008 0.0000 0.0000 74 -0.0002 0.0000 0.0000 75 0.0007 0.0000 0.0000 1.6676 76 0.0013 0.0000 0.0000 77 0.0010 -0.0001 0.0000 78 0.0004 0.0000 0.0000 1.6676 79 -0.0004 0.0000 0.0000 Dace 8/14/2006 FRAME DESIGN REPORT spECK BvII,DIN~s I..I,.e. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 17 Meridian ID. 83642 208-888-5819 :°roperties of Full Section - Welded Plate :em Point Area o loc (ft) (in^2) Full Section Properties Web Properties Ix Rx Ry Kx Lx CM F'e height thick Shear stiff (in^4) (°n) (m) (°n) (~~ (in) (in) space (in) . 1 0.00 10.500 1,052.0 10.01 1.75 • 1 3.86 10.500 1,052.0 10.01 1.75 1 7.71 10.500 1,052.0 10.01 1.75 1 11.57 10.500 1,052.0 10.01 1.75 1 15.43 10.500 1,052.0 10.01 1.75 1 19.28 10.500 1,052.0 10.01 1.75 1 19.30 11.500 1,248.5 10.42 1.80 1 22.99 11.500 1,248.5 10.42 1.80 1 23.01 11.500 1,248.5 10.42 1.80 1 25.44 11.500 1,248.5 10.42 1.80 1 27.87 11.500 1,248.5 10.42 1.80 2 0.00 10.500 1,052.0 10.01 1.75 • 2 4.03 10.500 1,052.0 10.01 1.75 2 8.07 10.500 1,052.0 10.01 1.75 2 12.10 10.500 1,052.0 10.01 1.75 2 16.14 10.500 1,052.0 10.01 1.75 2 20.17 10.500 1,052.0 10.01 1.75 • 2 2 20.19 22.99 10.728 10.728 1,192.0 1,192.0 10.59 10.54 1.93 1.93 2 23.01 10.728 1,192.0 10.54 1.93 2 27.05 10.728 1,192.0 10.59 1.93 2 31.09 10.728 1,192.0 10.54 1.93 3 0.85 15.000 3,732.7 15.77 1.19 • 3 3.52 14.353 3,215.6 14.97 1.22 i 3 6.18 13.707 2,746.5 14.16 1.25 3 8.85 13.060 2,323.2 13.34 1.28 • 3 8.86 10.792 2,073.1 13.86 1.41 3 12.18 10.188 1,667.1 12.79 1.45 • 3 15.50 9.583 1,314.1 11.71 1.49 3 15.52 9.580 1,312.9 11.70 1.49 3 18.18 9.095 1,065.5 10.82 1.53 3 20.85 8.610 849.1 9.93 1.57 • 3 23.51 8.1.25 661.5 9.02 1.62 • 4 1.00 16.500 5,129.2 17.63 1.14 4 3.66 15.665 4,317.3 16.60 1.17 • 9 6.33 14.831 3,592.7 15.56 1.20 4 8.99 13.996 2,950.7 14.52 1.24 . 4 9.01 11.993 2,614.5 15.08 1.36 4 12.17 10.750 2,043.1 13.79 1.41 • 4 15.33 10.007 1,556.2 12.47 1.46 4 15.35 10.003 1,553.8 12.46 1.46 • 4 18.01 9.377 1,205.3 11.34 1.51 4 20.68 8.751 909.0 10.19 1.56 4 23.39 8.125 661.5 9.02 1.62 • • • • 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 38.735 24.00 0.1875 355.15 1.75 355.15 0.85 41.972 24.00 0.1875 355.15 1.75 355.15 0.85 41.972 29.00 0.1875 355.15 1.75 355.15 0.85 41.972 24.00 0.1875 355.15 1.75 355.15 0.85 41.972 29.00 0.1875 355.15 1.75 355.15 0.85 41.972 24.00 0.1875 355.15 1.75 398.48 0.85 30.768 24.00 0.1875 398.48 1.75 398.48 0.85 30.768 29.00 0.1875 398.48 1.75 398.48 0.85 30.768 24.00 0.1875 398.48 1.75 398.48 0.85 30.768 24.00 0.1875 398.48 1.75 398.48 0.85 30.768 24.00 0.1875 398.48 1.75 398.48 0.85 30.768 24.00 0.1875 398.48 1.75 398.48 0.85 34.120 29.00 0.1395 398.48 1.75 398.48 0.85 34.120 24.00 0.1345 398.98 1.75 398.48 0.85 34.120 24.00 0.1345 398.48 1.75 398.48 0.85 34.120 24.00 0.1345 398.98 1.75 398.48 0.85 39.120 24.00 0.1345 398.48 1.00 561.69 0.85 117.786 44.00 0.2500 282.14 1.00 561.69 0.85 106.038 41.41 0.2500 282.14 1.00 561.69 0.85 94.841 38.83 0.2500 282.14 1.00 561.69 0.85 84.196 36.24 0.2500 282.19 1.00 561.69 0.85 90.922 36.22 0.1875 282.14 1.00 561.69 0.85 77.455 33.00 0.1875 282.14 1.00 561.69 0.85 64.904 29.78 0.1875 282.19 1.00 561.69 0.85 64.843 29.76 0.1875 282.14 1.00 561.69 0.85 55.953 27.17 0.1875 282.19 1.00 561.69 0.85 46.678 24.59 0.1875 282.14 1.00 561.69 0.85 38.533 22.00 0.1875 282.14 1.00 561.69 0.85 147.138 50.00 0.2500 280.11 1.00 561.69 0.85 130.445 46.66 0.2500 280.11 1.00 561.69 0.85 114.659 43.32 0.2500 280.11 1.00 561.69 0.85 99.785 39.98 0.2500 280.11 1.00 561.69 0.85 107.670 39.96 0.1875 280.11 1.00 561.69 0.85 89.956 36.00 0.1875 280.11 1.00 561.69 0.85 73.606 32.04 0.1875 280.11 1.00 561.69 0.85 73.523 32.02 0.1875 280.11 1.00 561.69 0.85 60.838 28.68 0.1875 280.11 1.00 561.69 0.85 49.164 25.34 0.1875 280.11 1.00 561.69 0.85 38.533 22.00 0.1875 280.11 i• Date ai14i2oo6 FRAME DESIGN REPORT sPECx BuII.DIN~s L.L.c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 18 Meridian ID. 83642 ~ 208-888-5819 point Loads ~ Magnitudes ~t d N b .oa um er Load Description Joint Number Horizontal (kips) Vertical (kips) Moment (k-ft) 19 D+L+E LC 2 0.977 0.000 0.000 19 D+L+E LC 5 0.977 0.000 0.000 20 D+L+E LT 2 0.977 0.000 0.000 20 D+L+E LT 5 0.977 0.000 0.000 21 D+L+E RC 2 -0.977 0.000 0.000 21 D+L+E RC 5 -0.977 0.000 0.000 22 D+L+E RT 2 -0.977 0.000 0.000 22 D+L+E RT 5 -0.977 0.000 0.000 23 D+Lf+S+E LC 2 0.977 0.000 0.000 23 D+Lf+S+E LC 5 0.977 0.000 0.000 29 D+Lf+S+E LT 2 0.977 0.000 0.000 24 D+Lf+S+E LT 5 0.977 0.000 0.000 25 D+Lf+S+E RC 2 -0.977 0.000 0.000 25 D+Lf+S+E RC 5 -0.977 0.000 0.000 26 D+Lf+S+E RT 2 -0.977 0.000 0.000 26 D+Lf+S+E RT 5 -0.977 0.000 0.000 35 0.6D+E LC 2 0.977 0.000 0.000 35 0.6D+E LC 5 0.977 0.000 0.000 36 0.6D+E LT 2 0.977 0.000 0.000 36 0.6D+E LT 5 0.977 0.000 0.000 37 0.6D+E RC 2 -0.977 0.000 0.000 37 0.6D+E RC 5 -0.977 0.000 0.000 38 0.6D+E RT 2 -0.977 0.000 0.000 38 0.6D+E RT 5 -0.977 0.000 0.000 391.2D+f1L+E LC 2 2.793 0.000 0.000 391.2D+f1L+E LC 5 2.793 0.000 0.000 401.2D+f1L+E LT 2 2.793 0.000 0.000 401.2D+f1L+E LT 5 2.793 0.000 0.000 411.2D+f1L+E RC 2 -2.793 0.000 0.000 411.2D+f1L+E RC 5 -2.793 0.000 0.000 421.2D+f1L+E RT 2 -2.793 0.000 0.000 421.2D+f1L+E RT 5 -2.793 0.000 0.000 430.9D+E LC 2 2.793 0.000 0.000 430.9D+E LC 5 2.793 0.000 0.000 440.9D+E LT 2 2.793 0.000 0.000 440.9D+E LT 5 2.793 0.000 0.000 450.9D+E RC 2 -2.793 0.000 0.000 950.9D+E RC 5 -2.793 0.000 0.000 460.9D+E RT 2 -2.793 0.000 0.000 460.9D+E RT 5 -2.793 0.000 0.000 58E L 2 1.396 0.000 0.000 58E L 5 1.396 0.000 0.000 59E R 2 -1.396 0.000 0.000 59E R 5 -1.396 0.000 0.000 'Date 8/14/2006 FRAME DESIGN REPORT sPECK suII,Dlrres L.L.c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 19 Meridian ID. 83642 208-888-5819 *'o ~~ rces Acting On Supports Reactions Load Number Support Number Horizontal (kips) Vertical (kips) Moment (k-ft) • 1 1 -1.836 10.510 0.000 • 1 6 1.836 10.508 0.000 • Total Forces Applied o. 000 21.018 0.000 2 1 -2.759 15.893 0.000 • 2 6 2.759 15.890 0.000 • Total Forces Applied 0.000 31.783 0.000 3 3 1 6 2.184 -1.592 0.000 3.189 1.486 0.000 • Total Forces Applied 5.373 -0.106 0.000 . 4 4 1 -4.358 4.952 0.000 6 -2.289 0.160 0.000 Total Forces Applied -6.647 5.112 0.000 • 5 1 3.226 0.808 0.000 5 6 2.199 3.888 0.000 Total Forces Applied 5.375 4 .696 0.000 • 6 1 -3.315 7.352 0.000 6 6 -3.329 2.561 0.000 • Total Forces Applied -6.644 9.914 0.000 7 1 -2.795 0.146 0.000 7 6 2.497 -0.252 0.000 Total Forces Applied -0.298 -0.106 0.000 8 1 -2.778 0.455 0.000 8 6 2.502 0.086 0.000 Total Forces Applied -0.276 0.541 0.000 9 1 -1.753 2.546 0.000 • 9 6 1.458 2.150 0.000 • Total Forces Applied -0.295 4 .696 0.000 10 1 -1.736 2.855 0.000 • 10 6 1.462 2.488 0.000 Total Forces Applied -0 •274 5.343 0.000 • 11 11 1 1.491 2.446 0.000 6 3.881 5.523 0.000 • Total Forces Applied 5 .373 7 .969 0 .000 12 12 1 -5.051 8.992 0.000 6 -1.596 4.199 0.000 `' Total Forces Applied -6.647 13.191 0.000 • 13 1 2.534 4.846 0.000 13 6 2.841 7.925 0.000 Total Forces Applied 5.375 12.771 0.000 • 14 1 -4.008 11.390 0.000 14 6 -2.636 6.598 0.000 • Total Forces Applied -6.644 17.989 0.000 • 15 1 -3.488 4.184 0.000 • 15 6 3.190 3.785 0.000 Total Forces Applied -0.298 7.969 0.000 • 16 1 -3.471 4.493 0.000 16 6 3.194 4.129 0.000 Date 8/14/2006 FRAME DESIGN REPORT sPECK BuII,Dlrr~s I,.L.c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 °age: 20 Meridian ID. 83642 208-888-5819 Total Forces Applied -0.276 8.616 0.000 17 1 -2.445 6.584 0.000 17 6 2.150 6.187 0.000 Total Forces Applied -0.295 12.771 0.000 18 1 -2.428 6.893 0.000 18 6 2.155 6.525 0.000 Total Forces Applied -0.274 13.918 0 .000 19 1 -0.550 7.879 0.000 19 6 2.505 10.508 0.000 Total Forces Applied 1.955 18.387 0.000 20 1 -0.445 7.292 0.000 20 6 2.399 9.921 0.000 Total Forces Applied 1 .955 17.214 0 .000 21 1 -2.675 10.510 0.000 21 6 0.720 7.877 0.000 Total Forces Applied -1.955 18.387 0.000 22 1 -2.570 9.923 0.000 22 6 0.615 7.291 0.000 Total Forces Applied -1.955 17 .214 0.000 23 1 -1.243 11.917 0.000 23 6 3.197 14.545 0.000 Total Forces Applied 1.955 26.462 0.000 29 1 -1.137 11.330 0.000 29 6 3.092 13.958 0.000 Total Forces Applied 1.955 25.288 0 .000 25 1 -3.368 14.548 0.000 25 6 1.413 11.914 0.000 Total Forces Applied -1.955 26.462 0.000 26 1 -3.262 13.961 0.000 26 6 1.307 11.328 0.000 Total Forces Applied -1.955 25.288 0.000 27 1 9.212 -9.710 0.000 27 6 2.951 -5.605 0.000 Total Forces Applied 7 .163 -15.315 0.000 28 1 -9.509 -0.985 0.000 28 6 -4.352 -7.372 0.000 Total Forces Applied -8.861 -8 .356 0.000 29 1 5.602 -6.510 0.000 29 6 1.564 -2.903 0.000 Total Forces Applied 7.166 -8 .913 0.000 30 1 -3.119 2.216 0.000 30 6 -5.738 -4.170 0.000 Total Forces Applied -8.857 -1.954 0.000 31 1 -2.426 -7.393 0.000 31 6 2.028 -7.922 0.000 Total Forces Applied -0.397 -15.315 0.000 32 1 -2.403 -6.981 0.000 32 6 2.034 -7.471 0.000 Total Forces Applied -0.368 -14.451 0.000 33 1 -1.035 -4.193 0.000 33 6 0.642 -4.720 0.000 Total Forces Applied -0.394 -8 .913 0.000 34 1 -1.013 -3.780 0.000 I• ate 8/14/2006 FRAME DESIGN REPORT SPECK BuILDIlv~s I,.I,.e. Time 10:56:50AM 1311 E. Frankling Rd Suite 104 ?age: 21 Meridian ID. 83642 208-888-5819 34 6 0.698 -4.268 0.000 Total Forces Applied -0.365 -8.049 0.000 35 1 0.570 1.425 0.000 35 6 1.385 4.055 0.000 • Total Forces Applied 1.955 5.480 0.000 36 1 0.675 0.838 0.000 36 6 1.279 3.468 0.000 Total Forces Applied 1 .955 4 .307 0 .000 37 1 -1.555 4.056 0.000 37 6 -0.400 1.424 0.000 • Total Forces Applied -1.955 5.480 0 .000 38 1 -1.449 3.469 0.000 • 38 6 -0.505 0.838 0.000 Total Forces Applied -1.955 4.307 0.000 47 1 -0.733 4.079 0.000 • 97 6 0.733 4.079 0.000 • Total Forces Applied 0.000 8.158 0.000 48 1 -1.102 6.428 0.000 48 6 1.102 6.427 0.000 Total Forces Applied 0.000 12.855 0.000 49 1 -2.026 11.814 0.000 49 6 2.026 11.811 0.000 • Total Forces Applied 0.000 23.625 0.000 . 50 50 1 4.375 -10.660 0.000 6 2.788 -6.555 0.000 M Total Forces Applied 7 .163 -17 .215 0 .000 51 1 -4.397 -1.932 0.000 51 6 -4.514 -8.319 0.000 Total Forces Applied -8.861 -10.251 0 .000 52 1 5.765 -7.460 0.000 52 6 1.401 -3.353 0.000 Total Forces Applied 7 .166 -10.812 0.000 • 53 1 -2.957 1.268 0.000 53 6 -5.901 -5.117 0.000 • Total Forces Applied -8.857 -3.849 0.000 • 59 1 -2.263 -8.343 0.000 . 54 6 1.865 -8.872 0.000 Total Forces Applied -0.397 -17.215 0.000 55 1 -2.240 -7.931 0.000 • 55 6 1.871 -8.920 0.000 • Total Forces Applied -0.368 -16.351 0.000 56 1 -0.873 -5.143 0.000 • 56 6 0.479 -5.670 0.000 • Total Forces Applied -0.394 -lo .812 0.000 57 1 -0.850 -4.730 0 000 57 6 0.485 -5.218 . 0.000 Total Forces Applied -0.365 -9.949 0.000 • 58 1 1.518 -1.879 0.000 58 6 1.275 1.879 0.000 • Total Forces Applied 2.792 0.000 0.000 59 1 -1.518 1.879 0.000 59 6 -1.275 -1.879 0.000 • 792 -2 0 000 0 000 Total Forces Applied . . . w ate 8/14/2006 FRAME DESIGN REPORT sPECx BuII,Dlrr~s I..I,.e. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 age: 22 Meridian ID. 83642 208-888-5819 60 1 -0.057 58.756 0.000 60 6 8.056 40.122 0.000 Total Forces Applied 7 • 999 98 • 878 0 .000 61 1 -8.368 66.691 0.000 61 6 0.368 32.237 0.000 Total Forces Applied -8.000 98.878 0.000 62 1 -0.149 32.242 0.000 62 6 8.149 66.636 0.000 Total Forces Applied 7 •999 98.878 0.000 63 1 -8.461 40.127 0.000 63 6 0.961 58.751 0.000 Total Forces Applied -7 • 999 98 • 878 0 .000 64 1 2.593 50.926 0.000 64 6 8.989 34.346 0.000 Total Forces Applied 11.582 85 .272 0.000 65 1 -10.080 63.176 0.000 65 6 -2.351 25.578 0.000 Total Forces Applied -12.931 88.754 0.000 66 1 3.288 52.526 0.000 66 6 8.295 35.947 0.000 Total Forces Applied 11.589 88.474 0.000 67 1 -9.385 64.777 0.000 67 6 -3.044 27.179 0.000 Total Forces Applied -12.430 91.956 0.000 68 1 -0.725 52.085 0.000 68 6 8.525 33.187 0.000 Total Forces Applied 7 .800 85.272 0.000 69 1 -9.025 60.177 0.000 69 6 0.841 25.528 0.000 Total Forces Applied -8.184 85.704 0.000 70 1 -0.030 53.686 0.000 70 6 7.832 39.788 0.000 Total Forces Applied 7.802 88.474 0.000 71 1 -8.330 61.777 0.000 71 6 0.198 27.129 0.000 Total Forces Applied -8 • 182 88.906 0 .000 72 1 2.501 24.912 0.000 72 6 9.082 60.861 0.000 Total Forces Applied 11 .582 85.272 0.000 73 1 -10.173 36.662 0.000 73 6 -2.258 52.092 0.000 Total Forces Applied -12.931 88.754 0.000 74 1 3.196 26.012 0.000 74 6 8.388 62.962 0.000 Total Forces Applied 11.584 88.474 0.000 75 1 -9.478 38.262 0.000 75 6 -2.951 53.694 0.000 Total Forces Applied -12.429 91.956 0.000 76 1 -0.818 25.571 0.000 76 6 8.618 59.701 0.000 Total Forces Applied 7 .801 85.272 0.000 77 1 -9.118 33.662 0.000 77 6 0.939 52.042 0.000 i~ Date 8/14/2006 FRAME DESIGN REPORT spECx sUILDINGS I,.I,.c. Tine 10:56:SOAM 1311 E. FranklinQ Rd Suite 104 Page: 23 Meridian ID. 83642 M 208-888-5819 Total Forces Applied -8 .184 85.704 0.000 78 1 -0.123 27.171 0.000 78 6 7.925 61.302 0.000 Total Forces Applied 7.802 88.474 0.000 79 1 -8.423 35.263 0.000 79 6 0.241 53.643 0.000 Total Forces Applied -8.182 88.906 0.000 '~ Date 8/14/2006 FRAME DESIGN REPORT sPECx suILDlrr~s L.L,.c. Tine 10:56:SOAM 1311 E. FranklinQ Rd Suite 104 Page: 24 Meridian ID. 83642 208-888-5819 ~;xternal Member Loads and End Translations t~[ember Load No. No. Member Loads End Translations Uniform Concentrated Left Joint Right Joint Vertical (k/ft) Horizontal (Wft) Location (ft) Vertical (kips) Horizontal (kips) Moment (k-tt) Joint No. Vertical (in) Horizontal (in) Joint No. Vertical (in) Horizontal (in) . 1 1 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.012 0.121 • 1 2 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.018 0.182 1 3 0.000 0.063 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.002 0.968 1 4 0.000 -0.134 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.006 -1.394 1 5 0.000 0.166 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.001 1.033 1 6 0.000 -0.031 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.008 -1.330 1 7 0.000 -0.180 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.000 -0.158 1 8 0.000 -0.180 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.001 -0.151 1 9 0.000 -0.077 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.003 -0.094 1 10 0.000 -0.077 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.003 -0.087 1 11 0.000 0.063 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.003 1.014 • 1 12 0.000 -0.134 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.010 -1.399 1 13 0.000 0.166 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.005 1.078 1 19 0.000 -0.031 . 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.013 -1.284 • 1 15 0.000 -0.180 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.005 -0.112 1 16 0.000 -0.180 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.005 -0.106 • 1 17 0.000 -0.077 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.007 -0.048 • 1 18 0.000 -0.077 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.008 -0.041 1 19 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.009 0.767 1 20 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.008 0.760 1 21 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.012 -0.554 1 22 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.011 -0.561 1 23 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.013 0.813 1 24 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.013 0.806 i 1 25 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.016 -0.509 1 26 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.016 -0.516 1 27 0.000 0.089 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.011 1.205 1 28 0.000 -0.179 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.001 -1.944 1 29 0.000 0.221 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.007 1.291 1 30 0.000 -0.042 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.002 -1.859 1 31 0 000 -0.240 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.008 -0.296 . 1 32 . 0.000 -0.290 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.008 -0.287 . 1 33 0.000 -0.103 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.005 -0.211 1 34 0.000 -0.103 0.00 0.000 0.000 0.000 1 0.000 0.000 2 0.004 -0.202 1 35 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.002 0.693 1 36 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.001 0.686 • 1 37 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.005 -0.628 1 38 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.004 -0.635 1 60 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.059 2.926 • 1 60 0.000 0.000 23.00 51.000 4.000 102.000 1 0.000 0.000 2 -0.054 2.926 1 61 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.063 -1.758 1 61 0.000 0.000 23.00 51.000 -4.000 102.000 1 0.000 0.000 2 -0.063 -1.758 1 62 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.031 2.026 1 62 0.000 0.000 23.00 22.000 4.000 44.000 1 0.000 0.000 2 -0.031 2.026 1 63 0.000 0.000 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.090 -2.658 1 63 0.000 0.000 23.00 22.000 -4.000 44.000 1 0.000 0.000 2 -0.040 -2.658 1 64 0.000 0.042 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.045 3.493 • 1 64 0.000 0.000 23.00 51.000 4.000 102.000 1 0.000 0.000 2 -0.045 3.493 1 65 0.000 -0.090 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.059 -2.767 1 65 0.000 0.000 23.00 51.000 -4.000 102.000 1 0.000 0.000 2 -0.059 -2.767 1 66 0.000 0.111 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.047 3.536 1 66 0.000 0.000 23.00 51.000 4.000 102.000 1 0.000 0.000 2 -0.047 3.536 Date 8/14/2006 FRAME DESIGN REPORT sPECx BulI,D1N~s L.l,.e. Time 10:56:SOAM 1311 E. Franklina Rd Suite 104 Page: 25 Meridian ID. 83642 r 208-888-5819 1 67 0.000 -0.021 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.061 -2.724 1 67 0.000 0.000 23.00 51.000 -4.000 102.000 1 0.000 0.000 2 -0.061 -2.729 1 68 0.000 -0.120 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.046 2.742 1 68 0.000 0.000 23.00 51.000 4.000 102.000 1 0.000 0.000 2 -0.046 2.742 1 69 0.000 -0.120 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.056 -1.938 1 69 0.000 0.000 23.00 51.000 -4.000 102.000 1 0.000 0.000 2 -0.056 -1.938 1 70 0.000 -0.051 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.048 2.784 1 70 0.000 0.000 23.00 51.000 4.000 102.000 1 0.000 0.000 2 -0.048 2.789 1 71 0.000 -0.051 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.057 -1.895 1 71 0.000 0.000 23.00 51.000 -4.000 102.000 1 0.000 0.000 2 -0.057 -1.895 1 72 0.000 0.042 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.022 2.593 1 72 0.000 0.000 23.00 22.000 4.000 44.000 1 0.000 0.000 2 -0.022 2.593 1 73 0.000 -0.090 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.036 -3.666 1 73 0.000 0.000 23.00 22.000 -4.000 44.000 1 0.000 0.000 2 -0.036 -3.666 1 74 0.000 0.111 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.024 2.636 1 74 0.000 0.000 23.00 22.000 4.000 44.000 1 0.000 0.000 2 -0.024 2.636 1 75 0.000 -0.021 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.038 -3.623 1 75 0.000 0.000 23.00 22.000 -4.000 44.000 1 0.000 0.000 2 -0.038 -3.623 1 76 0.000 -0.120 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.024 1.892 1 76 0.000 0.000 23.00 22.000 4.000 44.000 1 0.000 0.000 2 -0.024 1.842 1 77 0.000 -0.120 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.033 -2.838 1 77 0.000 0.000 23.00 22.000 -4.000 44.000 1 0.000 0.000 2 -0.033 -2.838 1 78 0.000 -0.051 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.025 1.885 1 78 0.000 0.000 23.00 22.000 4.000 44.000 1 0.000 0.000 2 -0.025 1.885 1 79 0.000 -0.051 0.00 0.000 0.000 0.000 1 0.000 0.000 2 -0.034 -2.795 1 79 0.000 0.000 23.00 22.000 -4.000 44.000 1 0.000 0.000 2 -0.034 -2.795 2 1 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.014 0.171 2 2 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.020 0.257 2 3 0.000 0.134 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.002 0.977 2 4 0.000 -0.063 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.000 -1.385 2 5 0.000 0.031 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.005 1.094 2 6 0.000 -0.166 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.003 -1.319 2 7 0.000 0.180 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.000 -0.141 2 8 0.000 0.180 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.000 -0.134 2 9 0.000 0.077 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.003 -0.074 2 10 0.000 0.077 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.003 -0.067 2 11 0.000 0.134 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.007 1.042 2 12 0.000 -0.063 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.005 -1.321 2 13 0.000 0.031 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.010 1.109 2 14 0.000 -0.166 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.009 -1.254 2 15 0.000 0.180 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.005 -0.076 2 16 0.000 0.180 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.005 -0.069 2 17 0.000 0.077 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.008 -0.009 2 18 0.000 0.077 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.008 -0.003 2 19 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.014 0.814 2 20 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.013 0.804 2 21 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.010 -0.513 2 22 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.009 -0.523 2 23 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.019 0.878 2 24 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.018 0.868 2 25 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.015 -0.448 2 26 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.015 -0.458 2 27 0.000 0.179 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.007 1.181 2 28 0.000 -0.084 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.010 -1.968 2 29 0.000 0.042 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.003 1.270 2 30 0.000 -0.221 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.005 -1.879 2 31 0.000 0.240 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.010 -0.309 2 32 0.000 0.240 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.010 -0.300 2 33 0.000 0.103 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.006 -0.220 2 34 0.000 0.103 0.00 0.000 0.000 0.000 6 0.000 0.000 5 0.006 -0.211 2 35 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.005 0.709 .Dace 8/14/2006 FRAME DESIGN REPORT spECx suII.D1NGS 1..I..c. Time 10:56:SOAM 1~ 11 E. Frankling Rd Suite 104 'age: 26 Meridian ID. 83642 208-888-5819 2 36 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.004 0.699 2 37 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.002 -0.617 2 38 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.001 -0.627 2 60 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.043 3.005 2 60 0.000 0.000 23.00 22.000 4.000 -44.000 6 0.000 0.000 5 -0.043 3.005 2 61 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.033 -1.699 2 61 0.000 0.000 23.00 22.000 -9.000 -44.000 6 0.000 0.000 5 -0.033 -1.699 2 62 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.066 2.103 2 62 0.000 0.000 23.00 51.000 4.000-102.000 6 0.000 0.000 5 -0.066 2.103 2 63 0.000 0.000 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.056 -2.601 2 63 0.000 0.000 23.00 51.000 -4.000-102.000 6 0.000 0.000 5 -0.056 -2.601 2 69 0.000 0.090 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.036 3.545 2 69 0.000 0.000 23.00 22.000 4.000 -94.000 6 0.000 0.000 5 -0.036 3.545 2 65 0.000 -0.042 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.029 -2.734 2 65 0.000 0.000 23.00 22.000 -4.000 -44.000 6 0.000 0.000 5 -0.029 -2.739 2 66 0.000 0.021 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.038 3.590 2 66 0.000 0.000 23.00 22.000 4.000 -44.000 6 0.000 0.000 5 -0.038 3.590 2 67 0.000 -0.111 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.026 -2.689 2 67 0.000 0.000 23.00 22.000 -4.000 -44.000 6 0.000 0.000 5 -0.026 -2.689 2 68 0.000 0.120 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.034 2.799 2 68 0.000 0.000 23.00 22.000 4.000 -44.000 6 0.000 0.000 5 -0.034 2.799 2 69 0.000 0.120 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.024 -1.900 2 69 0.000 0.000 23.00 22.000 -4.000 -44.000 6 0.000 0.000 5 -0.024 -1.900 2 70 0.000 0.051 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.036 2.844 2 70 0.000 0.000 23.00 22.000 4.000 -44.000 6 0.000 0.000 5 -0.036 2.844 2 71 0.000 0.051 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.026 -1.855 2 71 0.000 0.000 23.00 22.000 -4.000 -44.000 6 0.000 0.000 5 -0.026 -1.855 2 72 0.000 0.090 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.059 2.693 2 72 0.000 0.000 23.00 51.000 4.000-102.000 6 0.000 0.000 5 -0.059 2.643 2 73 0.000 -0.042 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.047 -3.636 2 73 0.000 0.000 23.00 51.000 -4.000-102.000 6 0.000 0.000 5 -0.047 -3.636 2 79 0.000 0.021 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.061 2.688 2 74 0.000 0.000 23.00 51.000 4.000-102.000 6 0.000 0.000 5 -0.061 2.688 2 75 0.000 -0.111 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.099 -3.591 2 75 0.000 0.000 23.00 51.000 -4.000-102.000 6 0.000 0.000 5 -0.049 -3.591 2 76 0.000 0.120 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.057 1.898 2 76 0.000 0.000 23.00 51.000 4.000-102.000 6 0.000 0.000 5 -0.057 1.898 2 77 0.000 0.120 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.047 -2.801 2 77 0.000 0.000 23.00 51.000 -4.000-102.000 6 0.000 0.000 5 -0.047 -2.801 2 78 0.000 0.051 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.059 1.942 2 78 0.000 0.000 23.00 51.000 4.000-102.000 6 0.000 0.000 5 -0.059 1.942 2 79 0.000 0.051 0.00 0.000 0.000 0.000 6 0.000 0.000 5 -0.049 -2.757 2 79 0.000 0.000 23.00 51.000 -9.000-102.000 6 0.000 0.000 5 -0.049 -2.757 3 1 0.927 0.000 0.00 0.000 0.000 0.000 2 -0.012 0.121 3 -0.612 0.193 3 2 0.643 0.000 0.00 0.000 0.000 0.000 2 -0.018 0.182 3 -0.921 0.289 3 3 0.007 -0.249 0.00 0.000 0.000 0.000 2 0.002 0.968 3 -0.075 0.979 3 4 0.099 -0.157 0.00 0.000 0.000 0.000 2 -0.006 -1.394 3 -0.111 -1.382 3 5 0.110 -0.146 0.00 0.000 0.000 0.000 2 -0.001 1.033 3 -0.151 1.050 3 6 .0.202 -0.054 0.00 0.000 0.000 0.000 2 -0.008 -1.330 3 -0.187 -1.311 3 7 0.007 -0.249 0.00 0.000 0.000 0.000 2 0.000 -0.158 3 -0.133 -0.139 3 8 0.007 -0.249 0.00 0.000 0.000 0.000 2 -0.001 -0.151 3 -0.132 -0.132 3 9 0.110 -0.146 0.00 0.000 0.000 0.000 2 -0.003 -0.094 3 -0.209 -0.068 3 10 0.110 -0.146 0.00 0.000 0.000 0.000 2 -0.003 -0.087 3 -0.208 -0.061 3 11 0.169 -0.249 0.00 0.000 0.000 0.000 2 -0.003 1.014 3 -0.306 1.051 3 12 0.260 -0.157 0.00 0.000 0.000 0.000 2 -0.010 -1.349 3 -0.342 -1.309 3 13 0.272 -0.146 0.00 0.000 0.000 0.000 2 -0.005 1.078 3 -0.382 1.122 3 14 0.363 -0.054 0.00 0.000 0.000 0.000 2 -0.013 -1.284 3 -0.418 -1.238 3 15 0.169 -0.249 0.00 0.000 0.000 0.000 2 -0.005 -0.112 3 -0.369 -0.067 3 16 0.169 -0.249 0.00 0.000 0.000 0.000 2 -0.005 -0.106 3 -0.363 -0.060 3 17 0.272 -0.146 0.00 0.000 0.000 0.000 2 -0.007 -0.048 3 -0.440 0.005 3 18 0.272 -0.146 0.00 0.000 0.000 0.000 2 -0.008 -0.041 3 -0.440 0.011 i• ate si14i2oo6 FRAME DESIGN REPORT sPECx suII.DINGS I..L.c. Time 10:56:SOAM 1311 E. Franklin Rd Suite 104 ?age: 27 Meridian ID. 83642 ~ 208-888-5819 3 19 0.375 0.000 0.00 0.000 0.000 0.000 2 -0.009 0.767 3 -0.559 0.833 3 20 0.351 0.000 0.00 0.000 0.000 0.000 2 -0.008 0.760 3 -0.524 0.822 3 21 0.375 0.000 0.00 0.000 0.000 0.000 2 -0.012 -0.554 3 -0.516 -0.495 3 22 0.351 0.000 0.00 0.000 0.000 0.000 2 -0.011 -0.561 3 -0.481 -0.506 3 23 0.537 0.000 0.00 0.000 0.000 0.000 2 -0.013 0.813 3 -0.791 0.905 3 24 0.512 0.000 0.00 0.000 0.000 0.000 2 -0.013 0.806 3 -0.755 0.894 3 25 0.537 0.000 0.00 0.000 0.000 0.000 2 -0.016 -0.509 3 -0.748 -0.422 3 26 0.512 0.000 0.00 0.000 0.000 0.000 2 -0.016 -0.516 3 -0.713 -0.433 3 27 -0.299 -0.332 0.00 0.000 0.000 0.000 2 0.011 1.205 3 0.339 1.168 3 28 -0.172 -0.210 0.00 0.000 0.000 0.000 2 0.001 -1.994 3 0.286 -1.978 3 29 -0.156 -0.194 0.00 0.000 0.000 0.000 2 0.007 1.291 3 0.233 1.263 3 30 -0.039 -0.072 0.00 0.000 0.000 0.000 2 -0.002 -1.859 3 0.185 -1.889 3 31 -0.294 -0.332 0.00 0.000 0.000 0.000 2 0.008 -0.296 3 0.257 -0.322 3 32 -0.294 -0.332 0.00 0.000 0.000 0.000 2 0.008 -0.287 3 0.258 -0.313 3 33 -0.156 -0.199 0.00 0.000 0.000 0.000 2 0.005 -0.211 3 0.156 -0.227 3 39 -0.156 -0.194 0.00 0.000 0.000 0.000 2 0.004 -0.202 3 0.157 -0.218 3 35 0.119 0.000 0.00 0.000 0.000 0.000 2 -0.002 0.693 3 -0.186 0.715 3 36 0.090 0.000 0.00 0.000 0.000 0.000 2 -0.001 0.686 3 -0.150 0.704 3 37 0.114 0.000 0.00 0.000 0.000 0.000 2 -0.005 -0.628 3 -0.193 -0.612 3 38 0.090 0.000 0.00 0.000 0.000 0.000 2 -0.004 -0.635 3 -0.107 -0.623 3 60 0.525 0.000 0.00 0.000 0.000 0.000 2 -0.054 2.926 3 -1.015 3.040 3 61 0.525 0.000 0.00 0.000 0.000 0.000 2 -0.063 -1.758 3 -0.831 -1.669 3 62 0.525 0.000 0.00 0.000 0.000 0.000 2 -0.031 2.026 3 -0.960 2.136 3 63 0.525 0.000 0.00 0.000 0.000 0.000 2 -0.040 -2.658 3 -0.776 -2.573 3 64 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.045 3.493 3 -0.667 3.568 3 65 0.313 -0.105 0.00 0.000 0.000 0.000 2 -0.059 -2.767 3 -0.507 -2.715 3 66 0.320 -0.097 0.00 0.000 0.000 0.000 2 -0.047 3.536 3 -0.718 3.615 3 67 0.381 -0.036 0.00 0.000 0.000 0.000 2 -0.061 -2.724 3 -0.558 -2.668 3 68 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.046 2.742 3 -0.705 2.822 3 69 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.056 -1.938 3 -0.521 -1.882 3 70 0.320 -0.097 0.00 0.000 0.000 0.000 2 -0.048 2.784 3 -0.756 2.869 3 71 0.320 -0.097 0.00 0.000 0.000 0.000 2 -0.057 -1.895 3 -0.572 -1.835 3 72 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.022 2.593 3 -0.611 2.663 3 73 0.313 -0.105 0.00 0.000 0.000 0.000 2 -0.036 -3.666 3 -0.452 -3.619 3 74 0.320 -0.097 0.00 0.000 0.000 0.000 2 -0.024 2.636 3 -0.662 2.711 3 75 0.381 -0.036 0.00 0.000 0.000 0.000 2 -0.038 -3.623 3 -0.502 -3.572 3 76 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.024 1.842 3 -0.650 1.918 3 77 0.252 -0.166 0.00 0.000 0.000 0.000 2 -0.033 -2.838 3 -0.465 -2.786 3 78 0.320 -0.097 0.00 0.000 0.000 -0.000 2 -0.025 1.885 3 -0.701 1.965 3 79 0.320 -0.097 0.00 0.000 0.000 0.000 2 -0.034 -2.795 3 -0.516 -2.739 4 1 0.427 0.000 0.00 0.000 0.000 0.000 5 -0.019 0.171 3 -0.612 0.193 4 2 0.643 0.000 0.00 0.000 0.000 0.000 5 -0.020 0.257 3 -0.921 0.289 4 3 0.007 -0.249 0.00 0.000 0.000 0.000 5 -0.002 0.977 3 -0.075 0.979 4 4 0.099 -0.157 0.00 0.000 0.000 0.000 5 0.000 -1.385 3 -0.111 -1.382 4 5 0.110 -0.146 0.00 0.000 0.000 0.000 5 -0.005 1.094 3 -0.151 1.050 9 6 0.202 -0.059 0.00 0.000 0.000 0.000 5 -0.003 -1.319 3 -0.187 -1.311 4 7 0.007 -0.249 0.00 0.000 0.000 0.000 5 0.000 -0.141 3 -0.133 -0.139 4 8 0.007 -0.249 0.00 0.000 0.000 0.000 5 0.000 -0.134 3 -0.132 -0.132 4 9 0.110 -0.146 0.00 0.000 0.000 0.000 5 -0.003 -0.074 3 -0.209 -0.068 4 10 0.110 -0.146 0.00 0.000 0.000 0.000 5 -0.003 -0.067 3 -0.208 -0.061 4 11 0.169 -0.249 0.00 0.000 0.000 0.000 5 -0.007 1.042 3 -0.306 1.051 4 12 0.260 -0.157 0.00 0.000 0.000 0.000 5 -0.005 -1.321 3 -0.342 -1.309 4 13 0.272 -0.146 0.00 0.000 0.000 0.000 5 -0.010 1.109 3 -0.382 1.122 4 14 0.363 -0.054 0.00 0.000 0.000 0.000 5 -0.009 -1.254 3 -0.418 -1.238 4 15 0.169 -0.249 0.00 0.000 0.000 0.000 5 -0.005 -0.076 3 -0.364 -0.067 4 16 0.169 -0.249 0.00 0.000 0.000 0.000 5 -0.005 -0.069 3 -0.363 -0.060 4 17 0.272 -0.146 0.00 0.000 0.000 0.000 5 -0.008 -0.009 3 -0.440 0.005 4 18 0.272 -0.146 0.00 0.000 0.000 0.000 5 -0.008 -0.003 3 -0.440 0.011 4 19 0.375 0.000 0.00 0.000 0.000 0.000 5 -0.014 0.814 3 -0.559 0.833 9 20 0.351 0.000 0.00 0.000 0.000 0.000 5 -0.013 0.804 3 -0.524 0.822 4 21 0.375 0.000 0.00 0.000 0.000 0.000 5 -0.010 -0.513 3 -0.516 -0.495 Date 8/14/2006 FRAME DESIGN REPORT sPECIC BUILDINGS I..I..c. Time 10:56:SOAM 1311 E. Frankling Rd Suite 104 Page: 28 Meridian ID. 83642 208-888-5819 9 22 0.351 0.000 0.00 0.000 0.000 0.000 5 -0.009 -0.523 3 -0.481 -0.506 4 23 0.537 0.000 0.00 0.000 0.000 0.000 5 -0.019 0.878 3 -0.791 0.905 4 24 0.512 0.000 0.00 0.000 0.000 0.000 5 -0.018 0.868 3 -0.755 0.894 4 25 0.537 0.000 0.00 0.000 0.000 0.000 5 -0.015 -0.498 3 -0.748 -0.422 4 26 0.512 0.000 0.00 0.000 0.000 0.000 5 -0.015 -0.458 3 -0.713 -0.433 4 27 -0.294 -0.332 0.00 0.000 0.000 0.000 5 0.007 1.181 3 0.334 1.168 4 28 -0.172 -0.210 0.00 0.000 0.000 0.000 5 0.010 -1.968 3 0.286 -1.978 4 29 -0.156 -0.194 0.00 0.000 0.000 0.000 5 0.003 1.270 3 0.233 1.263 4 30 -0.034 -0.072 0.00 0.000 0.000 0.000 5 0.005 -1.879 3 0.185 -1.884 4 31 -0.294 -0.332 0.00 0.000 0.000 0.000 5 0.010 -0.309 3 0.257 -0.322 4 32 -0.294 -0.332 0.00 0.000 0.000 0.000 5 0.010 -0.300 3 0.258 -0.313 9 33 -0.156 -0.194 0.00 0.000 0.000 0.000 5 0.006 -0.220 3 0.156 -0.227 4 34 -0.156 -0.194 0.00 0.000 0.000 0.000 5 0.006 -0.211 3 0.157 -0.218 4 35 0.114 0.000 0.00 0.000 0.000 0.000 5 -0.005 0.709 3 -0.186 0.715 4 36 0.090 0.000 0.00 0.000 0.000 0.000 5 -0.004 0.699 3 -0.150 0.704 4 37 0.114 0.000 0.00 0.000 0.000 0.000 5 -0.002 -0.617 3 -0.143 -0.612 4 38 0.090 0.000 0.00 0.000 0.000 0.000 5 -0.001 -0.627 3 -0.107 -0.623 9 60 0.525 0.000 0.00 0.000 0.000 0.000 5 -0.043 3.005 3 -1.015 3.040 4 61 0.525 0.000 0.00 0.000 0.000 0.000 5 -0.033 -1.699 3 -0.831 -1.669 4 62 0.525 0.000 0.00 0.000 0.000 0.000 5 -0.066 2.103 3 -0.960 2.136 4 63 0.525 0.000 0.00 0.000 0.000 0.000 5 -0.056 -2.601 3 -0.776 -2.573 4 64 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.036 3.545 3 -0.667 3.568 4 65 0.313 -0.105 0.00 0.000 0.000 0.000 5 -0.024 -2.734 3 -0.507 -2.715 4 66 0.320 -0.097 0.00 0.000 0.000 0.000 5 -0.038 3.590 3 -0.718 3.615 9 67 0.381 -0.036 0.00 0.000 0.000 0.000 5 -0.026 -2.689 3 -0.558 -2.668 4 68 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.034 2.799 3 -0.705 2.822 4 69 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.024 -1.900 3 -0.521 -1.882 9 70 0.320 -0.097 0.00 0.000 0.000 0.000 5 -0.036 2.844 3 -0.756 2.869 9 71 0.320 -0.097 0.00 0.000 0.000 0.000 5 -0.026 -1.855 3 -0.572 -1.835 4 72 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.059 2.643 3 -0.611 2.663 4 73 0.313 -0.105 0.00 0.000 0.000 0.000 5 -0.047 -3.636 3 -0.452 -3.619 4 74 0.320 -0.097 0.00 0.000 0.000 0.000 5 -0.061 2.688 3 -0.662 2.711 4 75 0.381 -0.036 0.00 0.000 0.000 0.000 5 -0.049 -3.591 3 -0.502 -3.572 4 76 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.057 1.898 3 -0.650 1.918 4 77 0.252 -0.166 0.00 0.000 0.000 0.000 5 -0.047 -2.801 3 -0.465 -2.786 4 78 0.320 -0.097 0.00 -0.000 0.000 0.000 5 -0.059 1.942 3 -0.701 1.965 9 79 0.320 -0.097 0.00 0.000 0.000 0.000 5 -0.049 -2.757 3 -0.516 -2.739 5 1 0.320 0.000 0.00 0.000 0.000 0.000 2 -0.012 0.121 4 0.039 0.119 5 2 0.536 0.000 0.00 0.000 0.000 0.000 2 -0.018 0.182 4 0.059 0.179 5 3 -0.136 -0.392 0.00 0.000 0.000 0.000 2 0.002 0.968 4 0.020 0.968 5 4 0.150 -0.106 0.00 0.000 0.000 0.000 2 -0.006 -1.394 4 -0.014 -1.394 5 5 -0.136 -0.392 0.00 0.000 0.000 0.000 2 -0.001 1.033 4 0.023 1.032 5 6 0.150 -0.106 0.00 0.000 0.000 0.000 2 -0.008 -1.330 9 -0.011 -1.330 5 7 -0.136 -0.392 0.00 0.000 0.000 0.000 2 0.000 -0.158 4 0.011 -0.158 5 8 0.059 -0.197 0.00 0.000 0.000 0.000 2 -0.001 -0.151 4 0.011 -0.152 5 9 -0.136 -0.392 0.00 0.000 0.000 0.000 2 -0.003 -0.094 4 0.014 -0.094 5 10 0.059 -0.197 0.00 0.000 0.000 0.000 2 -0.003 -0.087 4 0.013 -0.088 5 11 0.026 -0.392 0.00 0.000 0.000 0.000 2 -0.003 1.014 4 0.035 1.013 5 12 0.312 -0.106 0.00 0.000 0.000 0.000 2 -0.010 -1.349 4 0.000 -1.349 5 13 0.026 -0.392 0.00 0.000 0.000 0.000 2 -0.005 1.078 4 0.038 1.077 5 14 0.312 -0.106 0.00 0.000 0.000 0.000 2 -0.013 -1.289 4 0.003 -1.285 5 15 0.026 -0.392 0.00 0.000 0.000 0.000 2 -0.005 -0.112 4 0.026 -0.113 5 16 0.220 -0.197 0.00 0.000 0.000 0.000 2 -0.005 -0.106 4 0.025 -0.107 5 17 0.026 -0.392 0.00 0.000 0.000 0.000 2 -0.007 -0.048 4 0.029 -0.050 5 18 0.220 -0.197 0.00 0.000 0.000 0.000 2 -0.008 -0.041 4 0.028 -0.093 5 19 0.261 0.000 0.00 0.000 0.000 0.000 2 -0.009 0.767 4 0.047 0.765 5 20 0.252 0.000 0.00 0.000 0.000 0.000 2 -0.008 0.760 9 0.045 0.758 5 21 0.261 0.000 0.00 0.000 0.000 0.000 2 -0.012 -0.554 9 0.021 -0.556 5 22 0.252 0.000 0.00 0.000 0.000 0.000 2 -0.011 -0.561 4 0.019 -0.562 5 23 0.422 0.000 0.00 0.000 0.000 0.000 2 -0.013 0.813 4 0.062 0.810 5 29 0.413 0.000 0.00 0.000 0.000 0.000 2 -0.013 0.806 9 0.060 0.803 Date Time Page: 8i14i2oo6 10:56:SOAM 29 FRAME DESIGN REPORT sPECx svILDINGS L.I,.c. 1311 E. Franklina Rd Suite 104 Meridian ID. 83642 208-888-5819 5 25 0.422 0.000 0.00 0.000 0.000 0.000 2 -0.016 -0.509 4 0.036 -0.511 5 26 0.413 0.000 0.00 0.000 0.000 0.000 2 -0.016 -0.516 4 0.034 -0.517 5 27 -0.484 -0.522 0.00 0.000 0.000 0.000 2 0.011 1.205 4 -0.001 1.206 5 28 -0.103 -0.141 0.00 0.000 0.000 0.000 2 0.001 -1.994 9 -0.046 -1.943 5 29 -0.989 -0.522 0.00 0.000 0.000 0.000 2 0.007 1.291 4 0.003 1.291 5 30 -0.103 -0.141 0.00 0.000 0.000 0.000 2 -0.002 -1.859 4 -0.043 -1.857 5 31 -0.484 -0.522 0.00 0.000 0.000 0.000 2 0.008 -0.296 4 -0.013 -0.296 5 32 -0.225 -0.263 0.00 0.000 0.000 0.000 2 0.008 -0.287 4 -0.013 -0.287 5 33 -0.484 -0.522 0.00 0.000 0.000 0.000 2 0.005 -0.211 9 -0.009 -0.210 5 34 -0.225 -0.263 0.00 0.000 0.000 0.000 2 0.004 -0.202 4 -0.010 -0.201 5 35 0.042 0.000 0.00 0.000 0.000 0.000 2 -0.002 0.693 4 0.024 0.692 5 36 0.033 0.000 0.00 0.000 0.000 0.000 2 -0.001 0.686 4 0.021 0.685 5 37 0.042 0.000 0.00 0.000 0.000 0.000 2 -0.005 -0.628 4 -0 002 -0 628 i 5 38 0.033 0.000 0.00 0.000 0.000 0.000 2 -0.004 -0.635 4 . -0.005 . -0.635 . 5 60 0.418 0.000 O.OD 0.000 0.000 0.000 2 -0.054 2.926 4 0.071 2.922 5 61 0.418 0.000 0.00 0.000 0.000 0.000 2 -0.063 -1.758 4 -0.013 -1.760 . 5 62 0.418 0.000 0.00 0.000 0.000 0.000 2 -0.031 2.026 4 0.072 2.023 A 5 63 0.418 0.000 0.00 0.000 0.000 0.000 2 -0.040 -2.658 4 -0.012 -2.659 5 64 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.045 3.493 4 0.059 3.490 5 65 0.347 -0.071 0.00 0.000 0.000 0.000 2 -0.059 -2.767 4 -0.048 -2.767 5 66 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.047 3.536 4 0.061 3.532 5 67 0.347 -0.071 0.00 0.000 0.000 0.000 2 -0.061 -2.724 9 -0.046 -2.724 5 68 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.046 2.742 4 0.053 2.738 5 69 0.286 -0.131 0.00 0.000 0.000 0.000 2 -0.056 -1.938 4 -0.032 -1.939 5 70 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.048 2.784 4 0.055 2.781 5 71 0.286 -0.131 0.00 0.000 0.000 0.000 2 -0.057 -1.895 4 -0.030 -1.896 5 72 0.156 -0.261 0.00 0.000 0.000 0.000 Z -0.022 2.593 9 0.060 2.591 5 73 0.347 -0.071 0.00 0.000 0.000 0.000 2 -0.036 -3.666 4 -0.047 -3.666 5 74 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.024 2.636 4 0.062 2.633 5 75 0.347 -0.071 0.00 0.000 0.000 0.000 2 -0.038 -3.623 4 -0.045 -3.623 5 76 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.024 1 842 4 0 059 1 839 5 77 0.286 -0.131 0.00 0.000 0.000 0.000 2 -0.033 . -2.838 4 . -0.030 . -2.838 5 78 0.156 -0.261 0.00 0.000 0.000 0.000 2 -0.025 1.885 9 0.056 1.882 5 79 0.286 -0.131 0.00 0.000 0.000 0.000 2 -0.034 -2.795 4 -0.028 -2.795 6 1 0.320 0.000 0.00 0.000 0.000 0.000 5 -0.014 0.171 7 0.035 0.170 6 2 0.536 0.000 0.00 0.000 0.000 0.000 5 -0.020 0.257 7 0.052 0.255 6 3 -0.136 -0.392 0.00 0.000 0.000 0.000 5 -0.002 0.977 7 -0.003 0.977 6 9 0.150 -0.106 0.00 0.000 0.000 0.000 5 0.000 -1.385 7 0.022 -1.386 6 5 -0.136 -0.392 0.00 0.000 0.000 0.000 5 -0.005 1.044 7 -0.002 1.044 6 6 0.150 -0.106 0.00 0.000 0.000 0.000 5 -0.003 -1.319 7 0.022 -1.319 6 7 -0.136 -0.392 0.00 0.000 0.000 0.000 5 0.000 -0.141 7 0.016 -0.141 6 8 0.059 -0.197 0.00 0.000 0.000 0.000 5 0.000 -0.134 7 0.015 -0.134 6 9 -0.136 -0.392 0.00 0.000 0.000 0.000 5 -0.003 -0.079 7 0.017 -0.075 6 10 0.059 -0.197 0.00 0.000 0.000 0.000 5 -0.003 -0.067 7 0.016 -0.068 6 11 0.026 -0.392 0.00 0.000 0.000 0.000 5 -0.007 1.042 7 0.010 1.091 6 12 0.312 -0.106 0.00 0.000 0.000 0.000 5 -0.005 -1.321 7 0.035 -1.322 6 13 0.026 -0.392 0.00 0.000 0.000 0.000 5 -0.010 1.109 7 0.011 1.108 6 19 0.312 -0.106 0.00 0.000 0.000 0.000 5 -0.009 -1.254 7 0.035 -1.255 6 15 0.026 -0.392 0.00 0.000 0.000 0.000 5 -0.005 -0.076 7 0.029 -0.077 6 16 0.220 -0.197 0.00 0.000 0.000 0.000 5 -0.005 -0.069 7 0.029 -0.070 6 17 0.026 -0.392 0.00 0.000 0.000 0.000 5 -0.008 -0.009 7 0.030 -0.011 6 18 0.220 -0.197 0.00 0.000 0.000 0.000 5 -0.008 -0.003 7 0.029 -0.004 6 19 0.261 0.000 0.00 0.000 0.000 0.000 5 -0.014 0.814 7 0.024 0.812 6 20 0.252 0.000 0.00 0.000 0.000 0.000 5 -0.013 0.804 7 0.022 0.803 6 21 0.261 0.000 0.00 0.000 0.000 0.000 5 -0.010 -0.513 7 0.038 -0.519 6 22 0.252 0.000 0.00 0.000 0.000 0.000 5 -0.009 -0.523 7 0.036 -0.524 6 23 0.422 0.000 0.00 0.000 0.000 0.000 5 -0.019 0.878 7 0.037 0.876 6 29 0.413 0.000 0.00 0.000 0.000 0.000 5 -0.018 0.868 7 0.035 0.867 6 25 0.422 0.000 0.00 0.000 0.000 0.000 5 -0.015 -0.448 7 0.051 -0.450 6 26 0.413 0.000 0.00 0.000 0.000 0.000 5 -0.015 -0.458 7 0.049 -0.460 6 27 -0.484 -0.522 0.00 0.000 0.000 0.000 5 0.007 1.181 7 -0.028 1.183 i Dace 8/14/2006 FRAME DESIGN REPORT sPECx Bu11.Dlrr~s 1..L.c. Time 10:56:SOAM 1311 E. Franklina Rd Suite 104 Page: 30 Meridian ID. 83642 ', 208-888-5819 . 6 28 -0.103 -0.141 0.00 0.000 0.000 0.000 5 0.010 -1.968 7 0.004 -1.968 6 29 -0.484 -0.522 0.00 0.000 0.000 0.000 5 0.003 l.z iu i -u.uLi l.L/1 6 30 -0.103 -0.141 0.00 0.000 0.000 0.000 5 0.005 -1.879 7 0.005 -1.879 6 31 -0.484 -0.522 0.00 0.000 0.000 0.000 5 0.010 -0.309 7 -0.003 -0.309 6 32 -0.225 -0.263 0.00 0.000 0.000 0.000 5 0.010 -0.300 7 -0.004 -0.299 6 33 -0.484 -0.522 0.00 0.000 0.000 0.000 5 0.006 -0.220 7 -0.002 -0.220 6 34 -0.225 -0.263 0.00 0.000 0.000 0.000 5 0.006 -0.211 7 -0.003 -0.211 6 35 0.092 0.000 0.00 0.000 0.000 0.000 5 -0.005 0.709 7 0.002 0.709 6 36 0.033 0.000 0.00 0.000 0.000 0.000 5 -0.004 0.699 7 0.000 0.699 6 37 0.042 0.000 0.00 0.000 0.000 0.000 5 -0.002 -0.617 7 0.017 -0.618 6 38 0.033 0.000 0.00 0.000 0.000 0.000 5 -0.001 -0.627 7 0.015 -0.628 6 60 0.418 0.000 0.00 0.000 0.000 0.000 5 -0.043 3.005 7 0.011 3.003 6 61 0.418 0.000 0.00 0.000 0.000 0.000 5 -0.033 -1.699 7 0.047 -1.702 6 62 0.418 0.000 0.00 0.000 0.000 0.000 5 -0.066 2.103 7 -0.005 2.101 6 63 0.418 0.000 0.00 0.000 0.000 0.000 5 -0.056 -2.601 7 0.031 -2.603 6 64 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.036 3.545 7 -0.014 3.544 6 65 0.347 -0.071 0.00 0.000 0.000 0.000 5 -0.024 -2.734 7 0.039 -2.736 6 66 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.038 3.590 7 -0.013 3.589 6 67 0.347 -0.071 0.00 0.000 0.000 0.000 5 -0.026 -2.689 7 0.040 -2.692 6 68 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.034 2.799 7 -0.001 2.798 6 69 0.286 -0.131 0.00 0.000 0.000 0.000 5 -0.024 -1.900 7 0.035 -1.902 6 70 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.036 2.844 7 -0.001 2.893 6 71 0.286 -0.131 0.00 0.000 0.000 0.000 5 -0.026 -1.855 7 0.035 -1.857 6 72 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.059 2.693 7 -0.030 2.693 6 73 0.347 -0.071 0.00 0.000 0.000 0.000 5 -0.047 -3.636 7 0.023 -3.638 6 74 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.061 2.688 7 -0.030 2.687 6 75 0.347 -0.071 0.00 0.000 0.000 0.000 5 -0.049 -3.591 7 0.023 -3.594 6 76 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.057 1.898 7 -0.017 1.897 6 77 0.286 -0.131 0.00 0.000 0.000 0.000 5 -0.047 -2.801 7 0.019 -2.603 6 78 0.156 -0.261 0.00 0.000 0.000 0.000 5 -0.059 1.942 7 -0.017 1.941 6 79 0.286 -0.131 0.00 0.000 0.000 0.000 5 -0.049 -2.757 7 0.019 -2.759 S Dace 8/14/2006 FRAME DESIGN REPORT sPECx Bulr.Dtrr~s L.I,.e. Time 10:56:50AM 1311 E. Franklina Rd Suite 104 'age: 31 Meridian ID. 83642 208-888-5819 + ~ rame Weight _' 1VIember Type Member Number Length (ft) Weight (Ib) HAUNCH 239 Subtotal 23 9 1 1 27.87 1,024 1 2 31.09 1,118 1 3 22.66 853 1 4 22.34 893 Subtotal 3, 888 • 9 5 1.67 23 i ~ 9 6 1.67 23 Subtotal 45 . Total 4, 173 ~'Iaterial Properties ^ ~ :nsity (Lb/In 3): 0.2833 ~ odulus of Elasticity (KSI): 29, 000 i r r '• SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 PAGE 1 DATE TIME BASE PLATE CONNECTION PLATE DESIGN AT JOINT 1 SIDEWALL COLUMN, MEMBER 1 SUPPORT TYPE PINNED BASE COLUMN WEB HEIGHT (IN) 24.0000 WEB THICKNESS (IN) .1875 OUTSIDE FLANGE WIDTH (IN) 8.0000 OUTSIDE FLANGE THICKNESS (IN) .2500 INSIDE FLANGE WIDTH (IN) 8.0000 INSIDE FLANGE THICKNESS (IN) .5000 FLANGE YIELD (KSI) 50.0000 WEB YIELD (KSI) 50.0000 PIER LENGTH (IN) 97.9609 PIER WIDTH (IN) 97.9609 CONCRETE COMPRESSIVE STRENGTH (KSI) 3.0000 MINIMUM CONNECTION PLATE WIDTH (IN) 8.0000 MINIMUM CONNECTION PLATE LENGTH (IN) 24.7500 HORIZONTAL BOLT GAUGE (IN) 4.0000 VERTICAL BOLT GAUGE (IN) 4.0000 WIND BRACING AXIAL FORCE (KIPS) 6.3979 WIND BRACING SHEAR FORCE (KIPS) 4.2844 COEFFICIENT OF FRICTION (REDUCES APPLIED SHEAR) .0000 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 1 MEMBER 1 BASE PLATE CONNECTION PLATE DESIGN AT JOINT SIDEWALL COLUMN, MEMBER 1 FORCE DEPENDENT ANALYSIS LOAD DESCRIPTION 0.6D+W CLIP L RATIO PLATE THICKNESS .67 LOAD DESCRIPTION d+.75s+.5w+crn/cr ClIP R RATIO BOLT BEARING (PLATE) .09 LOAD DESCRIPTION d+.75s+crn/cl R RATIO CONCRETE CRUSHING .19 LOAD DESCRIPTION d+.75s+.5w+crn/cr ClIP R RATIO BOLT BEARING (CONCRETE) .48 LOAD DESCRIPTION d+.75s+.5w+crn/cr C1IP R RATIO BOLT SHEAR .61 LOAD DESCRIPTION 0.6D+W CLIP L 1 PAGE 2 DATE TIME SHEAR AXIAL (KIPS) 4.21 -9.71 MINIMUM ACTUAL (IN) .3375 .5000 SHEAR AXIAL (KIPS) -10.17 36.66 APPLIED ALLOWABLE (KIPS) 2.76 29.25 SHEAR AXIAL (KIPS) -8.37 66.64 APPLIED ALLOWABLE (KIPS) 66.64 342.30 SHEAR AXIAL (KIPS) -10.17 36.66 APPLIED ALLOWABLE (KIPS) 2.76 5.77 SHEAR AXIAL (KIPS) -10.17 36.66 APPLIED ALLOWABLE (KIPS) 2.76 4.51 SHEAR AXIAL (KIPS) 4.21 -9.71 APPLIED ALLOWABLE RATIO BOLT TENSION .46 LOAD DESCRIPTION 0.6D+W C1IP L RATIO SHEAR AND TENSION .68 LOAD DESCRIPTION 0.6D+W C1IP L RATIO BOLT BOND .52 (KIPS) 4.03 8.75 SHEAR AXIAL (KIPS) 4.21 -9.71 APPLIED ALLOWABLE (KIPS) 4.03 5.91 SHEAR AXIAL (KIPS) 4.21 -9.71 APPLIED ALLOWABLE (KIPS) 4.03 7.73 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 3 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 1 MEMBER 1 BASE PLATE CONNECTION PLATE DESIGN AT JOINT 1 SIDEWALL COLUMN, MEMBER 1 SUMMARY OF CONNECTION BASE PLATE WIDTH (IN) 8.0000 LENGTH (IN) 24.7500 THICKNESS (IN) .5000 STEEL YIELD (KSI) 50.0000 ANCHOR BOLTS BOLT MATERIAL A307 BOLT TYPE HOOK DESCRIPTION AB.75X24 DIAMETER (IN) .7500 LENGTH (IN) 24.0000 EMBEDMENT (IN) 20.5000 QUANTITY 4 NUMBER OF ROWS OF BOLTS 2 NUMBER OF BOLTS IN EACH ROW 2 MINIMUM HOOK LENGTH (IN) 4.7208 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 PAGE 4 DATE TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 BASE PLATE CONNECTION PLATE DESIGN AT JOINT 6 SIDEWALL COLUMN, MEMBER 2 SUPPORT TYPE PINNED BASE COLUMN WEB HEIGHT (IN) 24.0000 WEB THICKNESS (IN) .1875 OUTSIDE FLANGE WIDTH (IN) 8.0000 OUTSIDE FLANGE THICKNESS (IN) .2500 INSIDE FLANGE WIDTH (IN) 8.0000 INSIDE FLANGE THICKNESS (IN) .5000 FLANGE YIELD (KSI) 50.0000 WEB YIELD (KSI) 50.0000 PIER LENGTH (IN) 97.9573 PIER WIDTH (IN) 97.9573 CONCRETE COMPRESSIVE STRENGTH (KSI) 3.0000 MINIMUM CONNECTION PLATE WIDTH (IN) 8.0000 MINIMUM CONNECTION PLATE LENGTH (IN) 24.7500 HORIZONTAL BOLT GAUGE (IN) 4.0000 VERTICAL BOLT GAUGE (IN) 4.0000 WIND BRACING AXIAL FORCE (KIPS) 11.5284 WIND BRACING SHEAR FORCE (KIPS) 6.8306 COEFFICIENT OF FRICTION (REDUCES APPLIED SHEAR) .0000 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 5 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 6 MEMBER 2 BASE PLATE CONNECTION PLATE DESIGN AT JOINT 6 SIDEWALL COLUMN, MEMBER 2 FORCE DEPENDENT ANALYSIS LOAD DESCRIPTION 0.6D+W C2IP L RATIO PLATE THICKNESS .74 LOAD DESCRIPTION d+.75s+.5w+crn/cr C1IP L RATIO BOLT BEARING (PLATE) .10 LOAD DESCRIPTION d+.75s+crn/cr L RATIO CONCRETE CRUSHING .19 LOAD DESCRIPTION d+.75s+.5w+crn/cr ClIP L RATIO BOLT BEARING (CONCRETE) .49 LOAD DESCRIPTION d+.75s+.5w+crn/cr C1IP L RATIO BOLT SHEAR .63 LOAD DESCRIPTION 0.6D+W C2IP L SHEAR AXIAL (KIPS) 2.03 -7.92 MINIMUM ACTUAL (IN) .3709 .5000 SHEAR AXIAL (KIPS) 9.08 60.86 APPLIED ALLOWABLE (KIPS) 2.84 29.25 SHEAR AXIAL (KIPS) 8.15 66.64 APPLIED ALLOWABLE (KIPS) 66.64 342.30 SHEAR AXIAL (KIPS) 9.08 60.86 APPLIED ALLOWABLE (KIPS) 2.84 5.77 SHEAR AXIAL (KIPS) 9.08 60.86 APPLIED ALLOWABLE (KIPS) 2.84 4.51 SHEAR AXIAL (KIPS) 2.03 -7.92 APPLIED ALLOWABLE RATIO BOLT TENSION .56 LOAD DESCRIPTION 0.6D+W C1IP R RATIO SHEAR AND TENSION .95 LOAD DESCRIPTION 0.6D+W C2IP L RATIO BOLT BOND .63 (KIPS) 4.86 8.75 SHEAR AXIAL (KIPS) -4.35 -7.37 APPLIED ALLOWABLE (KIPS) 4.73 4.97 SHEAR AXIAL (KIPS) 2.03 -7.92 APPLIED ALLOWABLE (KIPS) 4.86 7.73 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 6 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 6 MEMBER 2 BASE PLATE CONNECTION PLATE DESIGN AT JOINT 6 SIDEWALL COLUMN, MEMBER 2 SUMMARY OF CONNECTION BASE PLATE WIDTH (IN) 8.0000 LENGTH (IN) 24.7500 THICKNESS (IN) .5000 STEEL YIELD (KSI) 50.0000 ANCHOR BOLTS BOLT MATERIAL A307 BOLT TYPE HOOK DESCRIPTION AB.75X24 DIAMETER (IN) .7500 LENGTH (IN) 24.0000 EMBEDMENT (IN) 20.5000 QUANTITY 4 NUMBER OF ROWS OF BOLTS 2 NUMBER OF BOLTS IN EACH ROW 2 MINIMUM HOOK LENGTH (IN) 4.7208 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 7 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION PLATE DESIGN - AISC 9TH EDITION HAUNCH CONNECTION DESIGN AT JOINT 2 BETWEEN MEMBERS: 3, 1 SUPPORT TYPE MOMENT - VERTICAL RAFTER WEB HEIGHT (IN) 44.1525 WEB THICKNESS (IN) .2500 OUTSIDE FLANGE WIDTH (IN) 8.0000 OUTSIDE FLANGE THICKNESS (IN) .2500 INSIDE FLANGE WIDTH (IN) 8.0000 INSIDE FLANGE THICKNESS (IN) .2500 FLANGE YIELD (KSI) 50.0000 WEB YIELD (KSI) 50.0000 COLUMN WEB HEIGHT (IN) 24.0000 WEB THICKNESS (IN) .1875 INSIDE FLANGE WIDTH (IN) 8.0000 WEB YIELD (KSI) 50.0000 WELD YIELD (KSI) 70.0000 MAX. THICKNESS FOR 4-BOLT DESIGN (IN) 1.0000 MAX. BOLT DIAMETER FOR 4-BOLT DESIGN (IN) 1.0000 ALLOWABLE OVERSTRESS 1.0500 HORIZONTAL BOLT GAUGE (GA4) (IN) 3.5000 VERTICAL BOLT GAUGE (GA3) (IN) 3.0000 HOLES ARE PUNCHED CONTROLLING FLANGE IS THE TOP FLANGE MINIMUM CONNECTION PLATE WIDTH (IN) 8.0000 MINIMUM CONNECTION PLATE YIELD (KSI) 50.0000 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 8 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 2 BETWEEN MEMBERS: 3, 1 DESIGNING OUTSIDE (TOP) FLANGE FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) 188.7553 AXIAL (KIPS) 6.6852 RESULTING TENSION (KIPS) 47.6695 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.4792 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.4792 COMPUTING MINIMUM THICKNESS Pe (IN) 1.1591 Ca 1.1100 Cb 1.0000 AlphaM .8017 Me (KIP-IN) 11.0739 Theoretical Thickness (IN) .4593 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.6042 INSIDE BOLT SET (GAI) (IN) 1.6042 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1875 BEAM WEB TO END PLATE WELD SIZE: (IN) .2500 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 PAGE 9 DATE TIME CONNECTION AT JOINT 2 BETWEEN MEMBERS: 3, 1 DESIGNING INSIDE (BOTTOM) FLANGE FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) -133.1582 AXIAL (KIPS) 2.5275 RESULTING TENSION (KIPS) 34.7229 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.4792 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.4792 COMPUTING MINIMUM THICKNESS Pe (IN) 1.2033 Ca 1.1100 Cb 1.0000 AlphaM .8092 Me (KIP-IN) 8.4525 Theoretical Thickness (IN) .4012 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN -------------------------------- VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.6042 INSIDE BOLT SET (GAI) (IN) 1.6042 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1250 BEAM WEB TO END PLATE WELD SIZE: (IN) .2500 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 10 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 2 BETWEEN MEMBERS: 3, 1 SUMMARY OF THE MOMENT CONNECTION DESIGN FINAL CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 FINAL BOLT DIAMETER (IN) .7500 CONNECTION AT OUTSIDE (TOP) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1875 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD CONNECTION AT INSIDE (BOTTOM) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1250 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD CHECK COLUMN YIELDING AND COLUMN WEB BUCKLING FLANGE FORCE (KIPS) 54.3546 Pbf (KIPS) 90.5911 k (IN) .7500 BOTTOM FLANGE WEB WELD SIZE (IN) .2500 MINIMUM COLUMN WEB THICKNESS WITHOUT STIFFENER: WITH RESPECT TO COLUMN YIELDING (IN) .2899 WITH RESPECT TO COLUMN WEB BUCKLING (IN) .1132 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION PLATE DESIGN - AISC 9TH EDITION RAFTER CONNECTION DESIGN AT JOINT BETWEEN MEMBERS: 3, 4 SUPPORT TYPE RAFTER WEB HEIGHT WEB THICKNESS OUTSIDE FLANGE WIDTH OUTSIDE FLANGE THICKNESS INSIDE FLANGE WIDTH INSIDE FLANGE THICKNESS FLANGE YIELD WEB YIELD 3 MOMENT - PERPENDICULAR WELD YIELD MAX. THICKNESS FOR 4-BOLT DESIGN MAX. BOLT DIAMETER FOR 4-BOLT DESIGN ALLOWABLE OVERSTRESS HORIZONTAL BOLT GAUGE (GA4) VERTICAL BOLT GAUGE (GA3) HOLES ARE PUNCHED CONTROLLING FLANGE IS THE BOTTOM FLANGE MINIMUM CONNECTION PLATE WIDTH MINIMUM CONNECTION PLATE YIELD (IN) (IN) (IN) (IN) (IN) (IN) (KSI) (KSI) PAGE 11 DATE TIME 22.0000 .1875 8.0000 .2500 8.0000 .2500 50.0000 50.0000 (KSI) 70.0000 (IN) 1.0000 (IN) 1.0000 1.0500 (IN) 3.5000 (IN) 3.0000 (IN) 8.0000 (KSI) 50.0000 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 PAGE 12 DATE TIME CONNECTION AT JOINT 3 BETWEEN MEMBERS: 3, 4 DESIGNING INSIDE (BOTTOM) FLANGE FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) -84.7204 AXIAL (KIPS) 2.7383 RESULTING TENSION (KIPS) 44.3227 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.3750 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.3750 COMPUTING MINIMUM THICKNESS Pe (IN) 1.0549 Ca 1.1100 Cb 1.0000 AlphaM •9497 Me (KIP-IN) 11.1009 Theoretical Thickness (IN) .4598 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.5000 INSIDE BOLT SET (GAI) (IN) 1.5000 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1875 BEAM WEB TO END PLATE WELD SIZE: (IN) .1875 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 13 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 3 BETWEEN MEMBERS: 3, 4 DESIGNING OUTSIDE (TOP) FLANGE FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) 32.7966 AXIAL (KIPS) -2.9410 RESULTING TENSION (KIPS) 19.1585 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.3750 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.3750 COMPUTING MINIMUM THICKNESS pe (IN) 1.0991 Ca 1.1100 Cb 1.0000 AlphaM .9594 Me (KIP-IN) 5.0509 Theoretical Thickness (IN) .3102 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.5000 INSIDE BOLT SET (GAI) (IN) 1.5000 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1250 BEAM WEB TO END PLATE WELD SIZE: (IN) .1875 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 14 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 3 BETWEEN MEMBERS: 3, 4 SUMMARY OF THE MOMENT CONNECTION DESIGN FINAL CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 FINAL BOLT DIAMETER (IN) .7500 CONNECTION AT OUTSIDE (TOP) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1250 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD CONNECTION AT INSIDE (BOTTOM) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1875 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN ----------------- 8/14/2006 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 PAGE 15 DATE TIME CONNECTION PLATE DESIGN - AISC 9TH EDITION HAUNCH CONNECTION DESIGN AT JOINT 5 BETWEEN MEMBERS: 4, 2 SUPPORT TYPE MOMENT - VERTICAL RAFTER WEB HEIGHT (IN) 50.1733 WEB THICKNESS (IN) .2500 OUTSIDE FLANGE WIDTH (IN) 8.0000 OUTSIDE FLANGE THICKNESS (IN) .2500 INSIDE FLANGE WIDTH (IN) 8.0000 INSIDE FLANGE THICKNESS (IN) .2500 FLANGE YIELD (KSI) 50.0000 WEB YIELD (KSI) 50.0000 COLUMN WEB HEIGHT (IN) 24.0000 WEB THICKNESS (IN) .1345 INSIDE FLANGE WIDTH (IN) 8.0000 WEB YIELD (KSI) 50.0000 WELD YIELD (KSI) 70.0000 MAX. THICKNESS FOR 4-BOLT DESIGN (IN) 1.0000 MAX. BOLT DIAMETER FOR 4-BOLT DESIGN (IN) 1.0000 ALLOWABLE OVERSTRESS 1.0500 HORIZONTAL BOLT GAUGE (GA4) (IN) 3.5000 VERTICAL BOLT GAUGE (GA3) (IN) 3.0000 HOLES ARE PUNCHED CONTROLLING FLANGE IS THE TOP FLANGE MINIMUM CONNECTION PLATE WIDTH (IN) 8.0000 MINIMUM CONNECTION PLATE YIELD (KSI) 50.0000 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 16 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 5 BETWEEN MEMBERS: 4, 2 DESIGNING OUTSIDE (TOP) FLANGE -------------------------------- -------------------------------- FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) -165.6384 AXIAL (KIPS) 3.1695 RESULTING TENSION (KIPS) 37.8347 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.4792 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.4792 COMPUTING MINIMUM THICKNESS pe (IN) 1.2033 Ca 1.1100 Cb 1.0000 AlphaM •7297 Me (KIP-IN) 8.3054 Theoretical Thickness (IN) .3977 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.6042 INSIDE BOLT SET (GAI) (IN) 1.6042 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1250 BEAM WEB TO END PLATE WELD SIZE: (IN) .2500 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 17 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 5 BETWEEN MEMBERS: 4, 2 DESIGNING INSIDE (BOTTOM) FLANGE -------------------------------- -------------------------------- FORCE SET WITH LARGEST NET TENSION: MOMENT (K-FT) 113.0343 AXIAL (KIPS) 3.1342 RESULTING TENSION (KIPS) 25.3334 TRY 4 BOLT DESIGN VERTICAL BOLT GAUGE USED 1.4792 MINIMUM BOLT DIAMETER (IN) .7500 BOLT OFFSET PF (AISC P.4-116) (IN) 1.4792 COMPUTING MINIMUM THICKNESS pe (IN) 1.2033 Ca 1.1100 Cb 1.0000 AlphaM •7297 Me (KIP-IN) 5.5611 Theoretical Thickness (IN) .3255 TRIAL CONNECTION PLATE SIZE WIDTH THICKNESS YIELD 8.0000 .5000 50.0000 *** SUCCEEDED IN FINDING THE REQUIRED THICKNESS *** SUMMARY: 4-BOLT DESIGN VERTICAL DISTANCE FROM MIDDLE OF FLANGE TO OUTSIDE BOLT SET (GAO) (IN) 1.6042 INSIDE BOLT SET (GAI) (IN) 1.6042 CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 BOLT DIAMETER (IN) .7500 FLANGE TO END PLATE WELD SIZE: (IN) .1250 BEAM WEB TO END PLATE WELD SIZE: (IN) .2500 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 CONNECTION DESIGN PAGE 18 ----------------- DATE 8/14/2006 TIME 10:56:15 PROJECT: rb constructors 50 x 150 FRAME Frame Number 1 CONNECTION AT JOINT 5 BETWEEN MEMBERS: 4, 2 SUMMARY OF THE MOMENT CONNECTION DESIGN FINAL CONNECTION PLATE WIDTH (IN) 8.0000 THICKNESS (IN) .5000 FINAL BOLT DIAMETER (IN) .7500 CONNECTION AT OUTSIDE (TOP) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1250 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD CONNECTION AT INSIDE (BOTTOM) FLANGE: NUMBER OF BOLTS 4 FLANGE TO END PLATE WELD: USE FILLET WELDS (IN) .1250 BEAM WEB TO END PLATE WELD: USE FULL PENETRATION GROOVE WELD CHECK COLUMN YIELDING AND COLUMN WEB BUCKLING FLANGE FORCE (KIPS) 41.2444 Pbf (KIPS) 68.7407 k (IN) .7500 BOTTOM FLANGE WEB WELD SIZE (IN) .2500 MINIMUM COLUMN WEB THICKNESS WITHOUT STIFFENER: WITH RESPECT TO COLUMN YIEL DING (IN) .2200 WITH RESPECT TO COLUMN WEB BUCKLING (IN) .0859 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 1 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 SPAN SIDEWALL SLOPE BAY LENGTH WIND LOAD 50.00 32.00 1.00 21.43 150.00 17.63 TOTAL SEISMIC: 31058 LBS RIGHT SIDEWALL RIGHT SLOPE HORIZONTAL DISTANCE TO APEX 36.17 1.00 50.00 SIDEWALL STRUT ELEVATIONS FACADE LEFT RIGHT ELEVATION HEIGHT LEFT EXT RIGHT EXT .00 .00 .00 .00 .00 .00 DIAPHRAGM LENGTH NUMBER OF BRACED BAYS LEFT SIDEWALL 75.00 2 LEFT ROOF 150.00 2 RIGHT ROOF 150.00 2 RIGHT SIDEWALL 75.00 2 ENDWALL COLUMN SPACING--LEFT TO RIGHT (FT) 15.00 20.00 15.00 ENDWALL COLUMN SUPPORT AREA--LEFT TO RIGHT (FT2) 242.34 583.70 609.22 268.91 BUILDING CODE IBC 2003 HEIGHT FOR Kh Kh Gh IMPORTANCE EXPOSURE 34.08 1.01 1.00 1.00 3 GCpi INTERNAL PRESSURE GCpi INTERNAL SUCTION .18 -.18 EAVE HEIGHT EXCEEDS MAXIMUM ALLOWED FOR DIAPHRAGM ONLY BRACING DIAGONAL BRACING IS REQUIRED. SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 2 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 LOAD: W CASE: 1 DIRECTION: 1 INTERNAL PRESSURE FORCES (KIPS) POINT LOADS AT WINDWARD WALL .94 1.15 1.19 1.02 WIND COEFFICIENTS AT WINDW ARD WALL .43 .22 .22 .43 POINT LOADS AT LEEWARD WAL L 1.33 2.45 2.54 1.45 WIND COEFFICIENTS AT LEEWA RD WALL .62 .47 .47 .62 REACTIONS LEFT RIGHT 5.90 6.15 SHEAR FORCE AT STRUT LINE 5.90 3.63 .04 3.69 6.15 DIAPHRAGM RESISTING SHEAR PER BAY .31 .00 .00 .00 .39 SHEAR FORCE IN EACH BRACED BAY 1.85 1.82 .02 1.84 1.70 TENSION IN DIAGONAL BRACES 3.33 2.22 .03 2.25 3.33 REQUIRED BRACES CAB.375 CAB .25 CAB .25 CAB .25 CAB .5 STRUT LOADS RIGHT SIDEWALL -1.05 1.04 -.41 -.02 .38 2.47 -2.54 -.68 -.68 -.68 -.68 1.19 -2.45 -.63 -.65 -.65 -.65 1.17 -1.01 1.15 -.35 -.04 .27 2.44 LEFT SIDEWALL 1.02 1.19 1.15 .94 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 3 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 LOAD: W CASE: 1 DIRECTION: 1 INTERNAL SUCTION FORCES (KIPS) POINT LOADS AT WINDWARD WALL 1.72 3.02 3.13 1.87 WIND COEFFICIENTS AT WINDWARD WALL .80 .59 .59 .80 POINT LOADS AT LEEWARD WAL L .54 .57 .59 .59 WIND COEFFICIENTS AT LEEWARD WALL .25 .11 .11 .25 REACTIONS LEFT RIGHT 5.90 6.15 SHEAR FORCE AT STRUT LINE 5.90 3.63 .04 3.69 6.15 DIAPHRAGM RESISTING SHEAR PER BAY .31 .00 .00 .00 .39 SHEAR FORCE IN EACH BRACED BAY 1.85 1.82 .02 1.84 1.70 TENSION IN DIAGONAL BRACES 3.33 2.22 .03 2.25 3.33 REQUIRED BRACES CAB.375 CAB .25 CAB .25 CAB .25 CAB .5 STRUT LOADS RIGHT SIDEWALL -.20 1.89 .44 .84 1.23 3.32 1.87 -.59 1.27 1.27 1.27 1.27 3.13 3.13 -.57 1.24 1.22 1.22 1.22 3.04 3.02 -.23 1.93 .43 .74 1.06 3.22 1.72 LEFT SIDEWALL SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 4 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 LOAD: W CASE: 1 DIRECTION: 2 INTERNAL PRESSURE FORCES (KIPS) POINT LOADS AT WINDWARD WALL -1.33 -2.45 -2.54 -1.45 WIND COEFFICIENTS AT WINDWARD WALL -.62 -.47 -.47 -.62 POINT LOADS AT LEEWARD WAL L -.94 -1.15 -1.19 -1.02 WIND COEFFICIENTS AT LEEWA RD WALL -.43 -.22 -.22 -.43 REACTIONS LEFT RIGHT -5.90 -6.15 SHEAR FORCE AT STRUT LINE -5.90 -3.63 -.04 -3.69 -6.15 DIAPHRAGM RESISTING SHEAR PER BAY -.31 .00 .00 .00 -.39 SHEAR FORCE IN EACH BRACED BAY -1.85 -1.82 -.02 -1.84 -1.70 TENSION IN DIAGONAL BRACES 3.33 2.22 .03 2.25 3.33 REQUIRED BRACES CAB.375 CAB .25 CAB .25 CAB .25 CAB .5 STRUT LOADS RIGHT SIDEWALL 1.02 2.47 .38 -.02 -.41 1.04 -1.05 1.19 1.19 -.68 -.68 -.68 -.68 -2.54 1.15 1.17 -.65 -.65 -.65 -.63 -2.45 .94 2.44 .27 -.04 -.35 1.15 -1.01 LEFT SIDEWALL SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES 8/14/2006 10:55:58 PROJECT: rb constructors 50 x 150 PAGE 5 DATE TIME LOAD: W INTERNAL SUCTION FORCES (KIPS) POINT LOADS AT WINDWARD WALL -.54 -.57 -.59 -.59 CASE: 1 DIRECTION: 2 WIND COEFFICIENTS AT WINDWARD WALL -.25 -.11 -.11 -.25 POINT LOADS AT LEEWARD WALL -1.72 -3.02 -3.13 -1.87 WIND COEFFICIENTS AT LEEWARD WALL -.80 -.59 -.59 -.80 REACTIONS LEFT RIGHT -5.90 -6.15 SHEAR FORCE AT STRUT LINE -5.90 -3.63 -.04 -3.69 DIAPHRAGM RESISTING SHEAR PER BAY -.31 .00 .00 .00 SHEAR FORCE IN EACH BRACED BAY -1.85 -1.82 -.02 -1.84 TENSION IN DIAGONAL BRACES -6.15 -.39 -1.70 3.33 2.22 .03 2.25 3.33 REQUIRED BRACES CAB.375 CAB .25 CAB .25 CAB .25 CAB .5 STRUT LOADS RIGHT SIDEWALL 1.87 3.32 1.23 .84 .44 1.89 -.20 3.13 3.13 1.27 1.27 1.27 1.27 -.59 3.02 3.04 1.22 1.22 1.22 1.24 -.57 1.72 3.22 1.06 .74 .43 1.93 -.23 LEFT SIDEWALL SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES 8/14/2006 10:55:58 PROJECT: rb constructors 50 x 150 LOAD: E DIRECTION: 1 FORCES (KIPS) POINT LOADS AT WINDWARD WALL 2.21 5.32 5.55 2.45 POINT LOADS AT LEEWARD WALL 2.21 5.32 5.55 2.45 REACTIONS LEFT RIGHT 15.19 15.86 SHEAR FORCE AT STRUT LINE 15.19 10.78 .14 10.96 15.86 DIAPHRAGM RESISTING SHEAR .95 .76 .00 SHEAR FORCE IN EACH BRACED 4.28 2.72 .07 TENSION IN DIAGONAL BRACES 7.70 3.33 .10 REQUIRED BRACES CAB.375 CAB .25 CAB .25 STRUT LOADS RIGHT SIDEWALL -2.14 4.22 1.02 -4.76 -1.18 -.39 -4.56 -1.07 -.38 -1.26 3.21 .67 LEFT S IDEWALL PER BAY .79 .31 BAY 2.72 6.83 3.33 13.40 CAB .25 CAB .5 .55 .08 6.44 3.24 .39 1.18 4.76 5.55 .38 1.14 4.63 5.32 .85 1.04 5.51 2.97 PAGE 6 DATE TIME SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 7 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 LOAD: E DIRECTION: 2 FORCES (KIPS) POINT LOADS AT WINDWARD WALL -2.21 -5.32 -5.55 -2.45 POINT LOADS AT LEEWARD WALL -2.21 -5.32 -5.55 -2.45 REACTIONS LEFT RIGHT -15.19 -15.86 SHEAR FORCE AT STRUT LINE -15.19 -10.78 -.14 -10.96 -15.86 DIAPHRAGM RESISTING SHEAR PER BAY -.95 -.76 .00 -.79 -.31 SHEAR FORCE IN EACH BRACED BAY -4.28 -2.72 -.07 - 2.72 -6.83 TENSION IN DIAGONAL BRACES 7.70 3.33 .10 3.33 13.40 REQUIRED BRACES CAB.375 CAB .25 CAB .25 CAB .25 CAB .5 STRUT LO ADS RIGHT SIDEWALL 3.24 6.44 .08 .55 1.02 4.22 5.55 4.76 1.18 .39 -.39 -1.18 5.32 4.63 1.14 .38 -.38 -1.07 2.97 5.51 1.04 .85 .67 3.21 LEFT SIDEWALL -2.14 -4.76 -4.56 -1.26 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES PAGE 8 ------------- DATE 8/14/2006 TIME 10:55:58 PROJECT: rb constructors 50 x 150 MAXIMUM STRUT FORCES RIGHT SIDEWALL 3.24 6.44 1.23 .84 1.23 6.44 3.24 5.55 4.76 1.27 1.27 1.27 4.76 5.55 5.32 4.63 1.22 1.22 1.22 4.63 5.32 2.97 5.51 1.06 .85 1.06 5.51 2.97 LEFT SIDEWALL SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZE5 PAGE 9 ------------- DATE 8/14/2006 TIME 10:56:17 PROJECT: rb constructors 50 x 150 FRONT ENDWALL RAFTERS COLUMNS SECTION 8W21 08W24 LENGTH 32.39 34.06 ENDWALL GIRTS BAY LENGTH (FT) SECTIONS 1 15.00 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 2 20.00 822.5 2 822.5 2 822.5 2 822.5 2 822.5 2 3 15.00 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 BACK ENDWALL RAFTERS COLUMNS SECTION 8W21 08W24 LENGTH 32.39 34.06 ENDWALL GIRTS BAY LENGTH (FT) SECTIONS 1 15.00 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 2 20.00 822.5 2 822.5 2 822.5 2 822.5 2 822.5 2 3 15.00 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 822.5 6 GIRTS FOR LEFT SIDEWALL BAY LENGTH(FT) NO SECTION SPACES(FT) 1 23.57 5 822.5 6 7.33 5.00 5.00 5.00 5.00 2 24.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 3 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 4 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 6 24.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 7 23.57 5 822.5 6 7.33 5.00 5.00 5.00 5.00 GIRTS FOR RIGHT SIDEWALL BAY LENGTH(FT) NO SECTION SPACES(FT) 1 23.57 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 2 24.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 3 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 4 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 5 23.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 .5.00 6 24.72 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 7 23.57 5 822.5 6 7.33 5.00 5.00 5.00 5.00 5.00 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES 8/14/2006 10:56:17 PROJECT: rb constructors 50 x 150 PURLINS, SAVE STRUTS, AND STRUTS TYPE PURLIN BAY REGION SECTION QTY LENGTH NO PURLIN 1 1 4 822.5 6 5 23.554 PURLIN 1 2 4 822.5 6 5 24.721 PURLIN 1 3 4 822.5 6 5 23.721 PURLIN 1 4 4 822.5 6 5 23.721 PURLIN 1 5 4 822.5 6 5 23.721 PURLIN 1 6 4 822.5 6 5 24.721 PURLIN 1 7 4 822.5 6 5 23.554 PURLIN 3 1 4 822.5 2 1 24.554 PURLIN 3 2 4 822.5 6 1 23.721 PURLIN 3 3 4 822.5 6 1 24.721 PURLIN 3 4 4 822.5 6 1 23.721 PURLIN 3 5 4 822.5 6 1 24.721 PURLIN 3 6 4 822.5 6 1 23.721 PURLIN 3 7 4 822.5 2 1 24.554 PURLIN 6 1 4 822.5 6 1 22.554 PURLIN 6 2 4 822.5 6 1 23.721 PURLIN 6 3 4 822.5 6 1 23.721 PURLIN 6 4 4 822.5 6 1 23.721 PURLIN 6 5 4 822.5 6 1 23.721 PURLIN 6 6 4 822.5 6 1 23.721 PURLIN 6 7 4 822.5 6 1 22.554 PURLIN 7 1 4 822.5 4 1 23.554 PURLIN 7 2 4 822.5 6 1 23.721 PURLIN 7 3 4 822.5 6 1 23.721 PURLIN 7 4 4 822.5 6 1 23.721 PURLIN 7 5 4 822.5 6 1 23.721 PURLIN 7 6 4 822.5 6 1 23.721 PURLIN 7 7 4 822.5 4 1 23.554 PURLIN 9 1 5 822.5 6 1 23.554 PURLIN 9 2 5 822.5 6 1 24.721 PURLIN 9 3 5 822.5 6 1 23.721 PURLIN 9 4 5 822.5 6 1 23.721 PURLIN 9 5 5 822.5 6 1 23.721 PURLIN 9 6 5 822.5 6 1 24.721 PURLIN 9 7 5 822.5 6 1 23.554 TYPE EAVE BAY REGION SECTI ON QTY LENGTH NO SAVE STRUT (LS) 1 1 1 8 ES 14 1 21.387 SAVE STRUT (LS) 1 2 1 8 ES 14 1 21.387 SAVE STRUT (LS) 1 3 1 8 ES 14 1 21.387 SAVE STRUT (LS) 1 4 1 8 ES 14 1 21.387 SAVE STRUT (LS) 1 5 1 8 ES 14 1 21.387 SAVE STRUT (LS) 1 6 1 8 ES 14 1 21.387 PAGE 10 DATE TIME EAVE STRUT (LS) 1 7 1 8 ES 14 1 21.387 SAVE STRUT (HS) 2 1 2 8ESDS14 1 21.387 SAVE STRUT (HS) 2 2 2 8ESDS14 1 21.387 SPECK BUILDINGS L.L.C. 1311 E. Frankling Rd Suite 104 Meridian ID. 83642 208-888-5819 SECTION SIZES 8/14/2006 10:56:17 PROJECT: rb constructors 50 x 150 PAGE 11 DATE TIME TYPE SAVE BAY REGION SECTION NO SAVE STRUT (HS) 2 3 2 8ESDS14 EAVE STRUT (HS) 2 4 2 8ESDS14 EAVE STRUT (HS) 2 5 2 8ESDS14 EAVE STRUT (HS) 2 6 2 8ESDS14 SAVE STRUT (HS) 2 7 2 8ESDS14 PURLIN SPACES, LEFT TO RIGHT (IN) 61.56 61 .56 61.56 61.56 61.56 61.56 48.00 QTY LENGTH 1 21.387 1 21.387 1 21.387 1 21.387 1 21.387 61.56 61.56 61.56