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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 05-00183 - Cedar Ridge Animal Hospitalv~~4~$u~Cf~ CITY of CERTIFICATE OF OCCUPANCY ' America's Family Community Department of Community Development B~~SMEO `g. 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 05 00183 International Building Code 2003 1076 Erikson Dr Cedar Ridge Animal Hospital Type V-N, Unprotected Hospital No Name and Address of Owner: Hanson Reed 658 N 3900 E Rigby, ID Contractor: J.R.W. Assoc. % Johnny Watson Special Conditions: Occupancy: Business, professional or service, restaurants less than 50 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 wes found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy wes classified. Date C.O. Issued: February 17, 2 :20A 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. ~~~ Water Depart~fientr~LU~~-~~~?!'N~~~ ~ ~ ~N`~',!~-~~ Fire State of Idaho Electrical Department FROM :COMMERCIAL METAL WORKS IN~ FAX N0. :2083572349 Nov. 15 2005 11:28AM P4 2005 9:51AM • tiNov. 15 0.5 00183 ~l~'Y OF REXB URG """"""" .~..~..~ aUILDIr14 PERMIT ppPLIGATION Pl~a~~ Cedar Ridge Animal Hospital 19 E MAIN, REXBURG. ID. 83440 I 4 2p8-359-3020 X322 PARCEL NUMBER: ~ (We will provide this fox you) SUBDIVISION: UNIT# 13LOCIC# LOT# (,pddrassing is based aQt the information -must be acetuate) ID6£ /~N -M/~- ~ ~ CONTACT PHONE # PROPERTY ADARE3S: ' Q 7 to ~'~ 1 ks er1 tZ ~~y gc/ ~ 20 3 O PHONE #: Herne ( ) Work ( ) Cell ( )_. OWNER MA.II..TN~ ADDRE55: CITY: STATE; Z1P: 1JMAZL FAX APPLICANT' (If other than owner) (Applicaut if other than owner, a statement mtthorizing applicant to act as tt8em fM owner tpaat accompany ifs applieetiem.) APPLICANT INFORMA'T'ION: ADD1tESS CITY: STATE; ZIP F~iIL FAX PHONE #: Home ( ) Work ( ) Cell ( ) CQNTRACZ7~: ~'~ c i o M £Y~- l~lo ~. NLAIL~NG ADDRESS:,,,-.~ 4 ~a CITY ~~~.~. `' STATE~Z~ 3~7 PHONE• Homo# Wark# .~S"7-~3y 7Ccll# E,1~~[ATL FAX ~S ~ -_a-3~l How many building are located on this pTOperty? Did you recently purchase this propariy7~ Yes (If yos give owner's name) Is this a lot split? ~ YE5 (Please CePY of now 1eSal description of property) , PROPOSBD USE: £~~~~~~"'° (i.e., Slt1~le Family Repidence, Multi FttmuyY, A.parttnents, It,ennodml~ Clarage,, Commercial, Adtlltlon~ Ttc.) . APPLICANT' S SIGNATURE, CERTIFICATION AND AUTI~ORIZATION: Undor panelty of l~.imY• i hereby certify that Y have road this epgl;cadem and state that tsso infoi'oaation baeeta ,is correct snd 1 swear that eery ration which may ha~nflcr bo given by me it Beatings before the Plamiug and Zoning Commission or the City Council for rite Ciry of Rexbarg shall bo truthfu~~~ of the City to eater ~ With atl City tttgtilatlotts and Stets laws relating to the subject mettcr of this application end hereby authOrlsed re+pre ~ the ebavo-montianod 9topeny foe lnspectlons pwporea. NU'll~- The building entation~of fhat in tho a~>lcadopl or ou the plena o v~ich +~e prw-iaieet of rbe appp 1amn,etiona! Codc in caeca of my fi+lsc statomont or misreproa pormit er approval was'besod. Permit "'° IRnot Atarted within 180 dayr. P~nit void Ifwork stops for 160 days. i-=~ ~v~---~ °-- s - ' DATE 5ignamre of Ow,tt~/.Applicant Do you prefer to be contacted by fax, ermail or pltiotne7 Circle Ozze q-ARN.irTG - H-UII.DING pE~MI`I' MCgT D~ p0~~'ED ON CONSTRUCTION SITE! P1pA feN aro qon-rotbndable qod are ppid b fall at the time of appl;catloa beglnn:ag jam. ptjr os Roibnrg'a Aeeeptaoee of the pleb revMa Tee coos oot oonstitt+/<e plan apprev^1 t,aa{~pg.p~~ gaa are ane at tfne of applleatfc-tl•' *"Bnilding Pfrm~a pre void 1lyo~ chock dooa not clear** FROM :COMMERCIAL METAL WORKS IN FAX N0. :2083572349 Nov. 15 2005 11:28AM P5 ~ • Nov, 15. 20 05 9; 58RM No, 1350 P. 4 .. , ~ ,, ~ Y wMwy~^w~fpp~llr iMM.+s+/~VM~ J1ilI~f4~.d'~'-~~YwAr.~e.wa """'~Rea9c comp C 1!"~Yf the guestlo~a ~oe~ nat apply fl~~ N°A"°~o non applicahk NAME C~os+t~ ~ ~ ACaE. .~-~-1 P'«~- f'/asi' ~ 7-.'~~- PROPERTY ADDRESS /~~ lv ,c R i KsoN - R F ~rt~eZ~, ~ v Pernsit# SUBDIVISION Requiredlll MECHA.NIC~.~ Mechanical Ccmtraetor's Name: C_~ ~ No~r~r S Business Name: r~~.TP. c. Ii.~o~kS , ~N ~ Addroffis P• a , ~ ~y 1„~ Ciry .~+c~-~~ Y 3tste = y ZiP F~ 5/ Contact Pb~a~ne: ( ) Business Phonoc ~ oS) 3S' ~ -~ ~ y' 7 Email Fax~o~ -- 3s ~ ~ a ~ ~ 9 (Cotrtme='cial/Multi Fam~- Only) Mechanical Eetitnate $ ~~ ~~ l~'TXT[TRES & APPLIANCES COUNT (Single Finnf~y bwelllng Only) Furnace Exhaust or Vent Ducts ~. _ Furnace/Air Conditioner Combo Dryes Vents Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas-tared appliance Incinerator System boiler Pool Heater Similar fixtures or Appliances Range Hood Vents Cook Stove Vents ~_ Bath Fate Veota other simuilax vents 8c ducts: Fuel (}tts Pipe Outlets including stubbed in or future outl®ts Inlet Pressure (Meter Supply) PSI l"Ieat (Circle sal that apply) ~ Oil Coal Fireplace Electric Mechanical Sizing Calculatiions must be aub~mltted with Plana ~ Application Point oir Delivery mua~t be shown on plena. .D J signature of Lloensed Conn ester The Y~-c - )~~ Incense number schedule is the saute as -~.S`~-c~s~' Dete rha Slate ofl JUL-21-05 10:01 AM Action M~echunical Ca. v ~ • '~'*"r~ < 4Fti~ ~- rlA1 4Y '.13 G it A A rV D d 98 Y Y { 1 r i ~II~w fU. iyJUV. j '•t3sMrtln; t~rndt ree~ are drr n~ tltn. of spPlf crtlun" ' •Bfta~ln{ t't.mat tre roM If rou cf~tik lass eot Nerrt'• i711'.f\.t. ('1~3t!;~"1L'~t' .~1t i'i~::~"'~.' ~.!j;{$1~i~'.~ij.(t.,~ {~ ~iil .~{7 111'•~F liia~.. 5~...;i~; i. ilf~ ~ f ~ ~~ ~~.t f1n~ :~ •~•I~Y I~'•f. NAMIr . _. . rRal~exrYAr~aR~:ss!"-- - ~ .. -.. ,=4'f-„its St_;t3t3[VISItSN S~'TB!-CK5 FR{3N1'_ ~ SIUF...,___---------- SrUk:. _--- ... _ BACK Rt~tadtling YurrrBWtldin~-lftomc (decd i:~~:narr) ~ ...___..~_._„ bwtlting Units:.,.,_ ,_~_ ,. P:~rcfa A~R'sr V4'ater ~Yetcr Connt:.__._._ ___-... WRtrf Metr.~r'ti!>!r:._ ......... ... ~1~4t~t;~1! ii! 't;"fit:' .~ ~` ~'. 'Ilsmbin= Contracror's Vsrne, ~~~. ~,On+,_ rn ~ N - , ~V . ~~.1~I~fS-t~t3rne: --__.... _ . .... 4cidreas~=- .~_~_~..._......~-- -- --~'ity~~Lt.~y. . Staee_J.17r'~M~ICI _Tlp~j ;qucact Phone; (2s~?? ~~ ~f_r~,. I3tlfi~n~is Phont: (ZO$r~ ,.5~ 3~' ~ ~ __ :rtwilt~~j~,,!'.~. 2-.;l D ~4 ~ N~-----. t•'R~ ~D~ ..357 :~`~lr~... ~____-_ •"lXTD E CiDi11YT (l~rr~udinr ryy~jtQr1 /Irlur~~~1 Clottxa Washing 1!dachinr • •__,~~ Sprinktel~ Dithw>+ehec ,_,_ 1 ubiShowcrc ~„ Float Drain _...__.__ ToiletJt;rinai - ~rbt~ Lhapeeai _ water Hcacer ~~ 7ubJCps _ Wattr &at'aner (t~tat:¢I~ei, kitc ens. bar, mop) I sNm t ~'~,~'~'•~Cammerct.tar,ty) Dpi! Tier CI dJ'Rextrr• 's sra-!f ar schsd:r'.• i.: tlr~• saran as nra{.~rru t;~ rJie• 5rntr ~IduAv : P. 02 JUL-21-05 10:01 AM Action Mechanical Ca. P. 03 • t' V./ lYf Vq NI.L Vtl t V~ Ye\b Lu0 .1dM LLf l .rnn +k A8~44. .,.~ .xars wrrolA~ Vi ~t,Yra ary~ ~t31~N~~+.~ a +•14~+4~".~t. rl;+ ;: , ',r~~s°i~~,r:.l,s + ;,..~~r,.,, .. . ~ ~.r, ,.. +~~ .r. . ;r;.. ~ . f NAMIv .._._..~_.~----- --- ~ ..... PROPERTYAbbRE93,.... ___ - Pc;rrutti SUAD1Y1S1Hhl _ .. _~_ ._..~ E { l i f ~' I J~'c'i,~rl~fr.r,~.:~ ,' .':' MECNAIVICAL Mechznic:yl C~il+trnrrut's Nall:c: C~m~~~~f~ ~ ....!?;1 ~7~i1~~. ~ '.~~"~'~S ~.. ~ ~~-- ... ----- . ~~' ~~:~ x n1 ' . Address ...... __---- -- _.t~it~: ~1' --.~ 51nte _r LnoQi1C~ Cip~~.7~ C.Onle*~1 Prior~e: (1L''~~~.7, .":~~~__ _...l3u;ilri'S3 Alxrne: t ~raf%~ ~ J -- Z 2 ~? .A` _._~ .~ Frrtast_,__.. .. fax ~ -~ 35-7 ~ ~~r.- _ Mcrrh>antcal t"stirnate S.~P t l ~~4 (Curn~nerclal/1f ultl C'amltti~ f)ttl}•) FI~Y~'UR~S ~ .~P1~LIA~~'GL•S [;'llC;h'T (Sirrkla I'aniii'y Dt~~elli~~r U4ilt) -__., . _ Furnace ... ... Lxhi;tust ;rr ~'en+ Ua:ts .,_. Furnat:c~~tir C,mJ;ti:nssr C'umbn _..___ Ur~•cr ~'crtts . . _ ltesit Purnp ...._ ., Rang: I lout! 4',^.t1t~ Air t'onditrn:tlrr• ____ _,_ COUk Str,~t Vents ,~„~ ~artpc~rotive Coclrr -.. ... I3:tt}t C'an Vents .- __ ._~ Unit lltatcr - -_--.. c-tha- ~i~~ul,lr ~ert13 ~~~ ~lucls: .__ .._ SpacY >•leat~r __-,,. t?ecorr~tive gac~~red appliance ,~,,,,,,`_ Incirtera-ar system _.._ _.__ 8uilet Potrl Heater ~..,- 5imilat tlxturrs ar Appliances __.., .. ,~ FuCI Gus Pii:-e Vutleta irlcludirsg stubbed in ar future outlets _,.`.~Irkt Prcistste (Meter Supply) FSt ~ -. 1!kat (Ct'~le all that apply) ti• Uil Coal Fireplace Flt.tric Mecilssnica! Slxln~ Ca culz;tl+nns ttsuat 61e cubmltted with Plans & ~-ppllCUtlpD ~ ~ '' - P et of Iklivery must 6e shown on p~tttts. ,~ .~i ~~ '~" Fl~rc The C(rr uj'RrrGr+ry's prra:u jre erlre~lerle Ls rl~r stunt a rryuirrJ by r/rr 5iait Q~~'dt;Ru • - - rO~d Qb~9bL'tEQIT A-1 wnrr-.n:~~c...-.^~....~. .. .. ___-- • ~, _. ~~ r z M 1 i s~ i ~ F _... _ ~ . .. q r 3„ i 3 G? r ~ 3 ~. Y U O J m r p Z i ~ X ~Z o LL1 O ~ p M °ow~ v U M °o~ ~W spin a O Z`~ ~ O ~ N V JO W M} (n Z CO m o N A M OM QOCO W ~ 00 O ~ O to O N ~ ~ ~!) J ~ O d Q 0 to ~ O O O N ~-- ~~ O Q ~' 2 r (p ~' M M N ~ (A N O 69 ~~ N ~.i C C N N ~j = rn ~ C 'a O ~+ ~ N ie3 d Z' v~ . ~ v O E O~~ L C ~, a ` d Q. !! !i ~ Q y Cf a a~ o =~~ci C9J Y U O J m r p Z ~ ~ X ~ Z ow O~ N p M O owp ~ Z c~ O ~ ~ W M Q ~ O W p 0 0 ~Z ~ O~~ N L°' J O W M}~ M Vo ~'>-N O Q O CO W~ ~ f n O Z m ti O ~ ~ O N N N Ln J O a Q O~ ~ 0 0 0 N ~ d. ~ O Q ~ 2 ~ (O ~' M M N ~ ERN O EA ~~ N w C ~ N f.1 O ~ p ~+ N ~ id Q ea y C ~ d V Q~ V> Q~ a ` a~ o a ~~~ti c~~ I s M i f E CIS Y OF REXB URG • PERMIT # . BUILDING PERMIT APPLICATION Please complete the entire Application! 19 E MAIN, REXBURG, ID. 83440 If the question does not apply fill in NA for non applicable 208-359-3020 X322 PARCEL NUMBER: (We will vide this for you) SUBDIVISION: ~ BLOCK# ~ LOT# z ~ (Addressing is based the information -must be a ate) OWNER: ~E~~ N~ ~~,~ CONTACT PHONE # c ~ ~~`'/ ~~c~~~c PROPERTY ADDRESS: (~= ~ ~ C-:~1 K r-~1 ~ l~~t-Jc ~c?t 3.~ 2 C~ . 1~ ~' ~`~y0 PHONE #: Home Work ( ) "~ zf~ foS~~ Cell ( ) ~~~ 2~ ~~ OWNER MAILING ADDRESS: CvS ~! ti~ .~jc~C CITY: , ~ STATE: ~ D ZIP: EMAIL V' ~ ~ ~„ til ~vv.l_ F.AX ni /~ APPLICANT: (If other than owner) ~- - L C-a ~<< i7SVU (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accomp-a~n this application.) APPLICANT INFORMATION: ADDRESS (~ ~ Z. ~vQ rD / ~-~. CITY: (~~~~/ 2 ~ STATE; ~~ ZIP `~31{yd EMAIL~~.,~~~.L~~,,~(Q FAX ~5 1 2.Z~1 / cue--~ . w PHONE #: Home ( ) wf 4 Work ( ) 3 S`l Z? Cell ( ) ~/4 CONTRACTOR: MAILING ADDRESS: PHONE: Home# EMAIL Work#_ FAX How many buildings are located on this pi ~Jt~c- ~ ~~~ ~~~ ~~I ~ ~~ Did you recently purchase this property? No es f yes give owner's name)~~ ~, ;ti7y~~ Is this a lot split? ~ YES (Please bring copy of new legal description of property) PROPOSED USE: C- ~ti- r~l ~ ~ L t ~ L (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in heazings before the Planning and Zoning Commission or the City Council for the CiTy of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The buildin official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresent ion of fact a application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 s. ~, ly, ©s DATE Do you o be contacted by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January 1.2005. City of Regburg's Acceptance of the plan review fee does not constitute plan approval REXBLI R~ ,: -_ _. AMERICA5 FAMILY CC~MMUNI-fY 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburg.orp comdevna.rexburg.org Affidavit of Legal Interest State of Idaho County of Madison I, ~~r i~ ~sb,~ ~ (~ Sys ~~ ~~~ ~ - Name Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: y1'~Q11, $~ ~~~,%q-mss 115'Z. l~t'1n/~~ '~E-KBu~i,_T~"I~ Names Add~'ress T' 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 ~Gi ~~,.~ day of ~u ~ ~ , 20 OS" Signature Subscribed and sworn to before me the day and year first above written. ~~~~ ~~~ t i i r i- r r r i i i i ~~~```~• ,N p-T S p~ ~ii~~~i l~?'•••~''AY •••'.O' v ~ '_= >"d ? Z 0v Q •p, . c7 ~'•. P V .~ ~ ''~.,,, srn~'E ....```. otary Pub is o Id o Residing at:. ~~~~~",' ~~~~~ My commission expires: 2 **Building Permit Fees are due me of application** **Building Permits are vo~ou check does not clear** ' Please complete the ene Application! If the question does not apply fill in NA for non applicable NAME rZ~~ I~.,,.~ ~ ~,,,~ PROPERTY ADDRESS ty~ (a ~>2 ~ KSc~.~,} ~~~ ~_~,~,.>t ~ Permit# SUBDIVISION ~~- •l ~ ~~~_,.`~ La~~P~~ .n ~~ Dwelling Units: ~~~ Parcel Acres: (2 ~ ~-oTS ,clT r y-~ ~C~tZ-L~ ~ ~ , SETBACKS FRONT ~ S r SIDE ~ SIDE ~' BACK ~' Remodeling Your Building/Home (need Estimate) $ <~ .a SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area J Jam- Z ~ ~ Unfinished Basement area w /,~} Second floor/loft area w jam- Finished basement area /,¢ Third floor/loft area ,,~ /~- Garage area Shed or Barn iv j/.~ Carport/Deck (30" above grade)Area /iJ ~{ Water Meter Count: Business Name: Required!!! PLUMBING Plumbing Contractor's Name: Address Contact Phone: ( ) Email FIXTURE COUNT jincluding roughed fixtures Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ City Business Phone: Fax State Zip Water Meter Size: wIV~ ~'TC ~,uc.~s~ Water Softener (Commercial Only) Required! Signature of Licensed Contractor The City of Rexburg's License number Date schedule is the same as required by the State ofldaho 4 .` Phase complete the entire+pplication! If the question does nr~ply fill in NA for non applicable NAME ~~~ ~,.~s~~~ PROPERTY ADDRESS Ic>`t lv t_-~-i K~~-..~ ©'~ Permit# SUBDIVISION ~.F ALL ~ ~, ~..~, ,,~:. Lv ~~~- ;~ -r+ /c. Required!!! MECHANICAL Mechanical Contractor's Name: Business Name: Address Contact Phone: Email City Business Phone: Fax Mechanical Estimate $ (CommerciaUMulti Family Only) FIXTURES & APPLL9NCES 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 Similar fixtures or Appliances Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace Electric l,J~~` 3~ ~~ >/~ ~c~ ~~~(~ ~' ,/J,~,,r~ C.~ ~~~ €. ~ >~~ r 5 ~~ ~'~'~v'" Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor Required! The City of Rexburg's License number schedule is the same as State Date by the State of Idaho Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Zip 5 • ~'~'"° ~ CITY Q~ A REXBLI~.~ '~q~,~! ~~~ AMERICA'S FAMILY COMMIW!-fY ~+ rcexourg, igano x3440 Fax: 208-359-3024 www.rexburg.org cdd@rexburg.org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO X50.00 FEE PAID: YES/NO APPROVED BY: -APPLICANT INFORMATION: BUSINESS NAME: ~ t~soL c a.--~ S OFFICE ADDRESS: I I ~2 ~a~0 ~2 ~K c3y2co ~ ~ g3 y yo City State ZIp OFFICE PHONE NUMBER: ( vY3 } 3 S°J ? ~O°I CONTACT PERSON: (o~~/ "~,~ ?rx~~I L PHONE # ( ) ~ -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: lQ-.-1~.~L.I~~.J -D2 BUSINESS NAME WHERE WORK WILL BE DONE: L~~2 „~_ L DATES FOR WORK TO BE DONE:.-.~~E TO CONTACT PERSON: (~.,/~2,.,i ~ , ~~~s,o,_, PHONE NUMBER: (Zr~f3~}~S~' Z~2o~ CELL # ( ) /.J)~ ----7. PLEASE CHECK THE TYPE OF PERMITS}YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ^ F1RE 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 0 SPRAYING OR DIPPING ^ .STANDPIPE SYSTEMS ^ MPOR Y MEMBRANE STRUCTURES, TENTS, AND CANOPIES ~ ~ 05 CAN SIGN TORE DATE ^~^ ^~~~^ ^^r~~~~~~~~w~~a~~i~~~~~rrt~~~~~~~wa~rr~aaw~i~~~w~~t~a~a~a~~~~~~~rr~~a~r~~rrr~~~~ V • SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating:_ Electrical: ~~~.t~ ~~ ~~v~~~~ _ ~ ~c(~ ~ ~~- ~~~ ~ 7 Special Construction (Manufacturer or Supplier) Roof Trusses: Floor/Ceiling Joists:_ Siding/Exterior Trim: Other: 7 c~`~°~i, ~. o CITY ©F s ~ . RE:~Bt..IR~ `°~q~~+`~ At4tERICAS FRMILY CQMMIiNffY 19 E. Main (PO Box 280) Phone: 208-359-3020 x2 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexbura.ora cathvw(a)rexbura.ora Site Plan Checklist Application Information Permit Number: Applicant:.._(,/L,.,,, ~ ~~~ aC Phone: ~5`~ Z3c> ~ FAX: ~ ~q ZZ 7 f Applicant's Address: t I ~~ ~-,.,z,rJ ~ ~w- City: l2'~Jr~ ~ ~ ST: C ~ Zip: ~'~~~ Project Address: i b~ 6 C--. R i K ~' p2 ~:~.~ 3~ Z~ c~ Recorded Owner: ~ ~ ~ ~~,~~~ Phone: Recorded Owner Address: ~ 5 ~ ~3 3g yv Development Information ~~S ~5~~ FAX: N~/}~ City: ~ ST: ~ Zip: L! 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible. C~ 2. Adjoining streets labeled. ~ 3. Right-of--way location and width, curb to curb widths and sidewalk location. Cr 4. Building location, sq footage and dimensions, with distance to property lines and distances 1 between buildings. l:J 5. Show existing and proposed easements. f~6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). ^~ 7. Proposed utilities. including tie in location to existing services and new easements. C~ 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). C">' 9. Storm drainage plan for parking lot and roof areas, with calculations. ~10. Fire hydrants and fire suppression lines (including tie to City .lines). ^ Sprinkled W NOt Sprinkled ~11. Indicate Fire apparatus access. 12. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). C~ 13. Landscaping (type and total area, including dimensions). C~ 14. Trash facilities. C~ 15. North Arrow ~ 16. Drawing to Sca1_e, including a graphic scale (11 %2 x 17" paper if possible). C~ 17. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.) G~ 18. Legal description of proposed building site included. ~ 19. Percent of lot covered by building or paving calculated. C~ 20. Show 10% snow storage area. 21. Distance of entrances from street corner indicated. d22. Current Vicinity Map. (81/2 x 11") at 1" = 300' scale, showing location of the property. NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. ~ PROJECT: CEDAR RIDGE ANIMAL HOSPITAL PROJECT NO: 05221 CLIENT: JRW & ASSOCIATES DATE: JUNE 6, 2005 05 00183 Cedar Ridge gnimal Hos ital p Sheet Index Basis for Design ............................................1 Roof Analysis ............................................2-10 Wall & Column Analysis ............................................ I 1-19 Lateral Analysis ............................................ 20-28 Foundation Analysis ............................................ 29-31 w c~ z w S T R U C T U R A L ~ 4943 NORTH 29TH EAST, STE A ~ IDAHO FALLS, IDAHO 83401 r Phone: (208) 552-9874 [ Fax: (208) 552-9302 0 CEDAR RIDGE ANIMAL HOSPITAL ENGINEER: PROJECT FIUMBER: SF•EET NUA~ER: 6/6/05 EAD/TB I 05221 I COVER c~ R _ ~ ,..~ ~ ~ `_ J ~ ~ R~ Y.~ ~ ~~ \ '~) ~ ~ ~~ f~ x ~ rs x .; = J \ _ \v ~= >> ~~ 1j C~S tp r- ~ ~ ,~ h~ .~, -- t ~ ~ ~; „~ ~ ~ ~..,.._ "~ ~ r- a-__. n `~~ ~.a ~-, ~~ ~ ~ ~ r~ cS, ~ ~ `•`_~ ~1 ..~... J " O R~ ~ W ~ ~ ~ to T T ' - 2 R W W :~ L7 Z W .. ~.....:. ....,,. N BASIS FOR DESIGN DESiQN CODE: 2003 IBC DESIGN CRITERIA: wind speed 90 MPH Exp.C seismic category p allowable soil bearing pressure 1500 psf DESIf3N LDADS: SLOPED RODF: 6" batt insulation (R-25) 3.0 1/2" plywood or OSB 2.0 prefab wood trusses at 24" o.c. 4.5 shake shingles o/felt 5.0 mech./elec./misc. 5.5 D.L.= 20.0 psf L.L.= 35 psf EXTERIOR WALLS: 2x wood studs at 16" o.c. 1.2 1/2" plywood or OSB 1.7 stucco on metal lath g.p 1/2"gypboard 2.2 6" Batt insulation (R•25) l.g mech./elec./misc. 1.1 17.0 psf MATERIALS: structural lumber Douglas Fir #2 connections Simpson Project Name: Project #: Initials: Date: Sheet: ite TJI JOIST JO16T MARKC RJ1 Reactions (Ibs) DL (psf) LL (psi wT~ fpitl w~~ (plf) Left Right Span (ft): 17.0 TL def. < L/ 240 LL def. < L/ 360 Spacing (in): 24 Bearing Type(h/w): h Web Stiffner(y/n): y Selection No: 4 Co: 1.15 P ar. ~aao (Ibs): 0 0 from left end: 0.0 Vaiio,,. (Ib): 1541 0~~(in): 0.48 0T~(in): 0.75 Mauow (I b-ft): 4163 span/~~~: 428 span/~T~: 272 RJ1 USE: 1 1-7/B' TJI 21O @24 ~N OC Project Name: Project #: Initials: Date: Sheet: eie roof 20 35 110.0 70 floor 0 0 0.0 0 wall 0 0 0.0 -- misc 0 0 0.0 0 W UNIFORM LOAD (plf): 110.0 70 DL LL 340 340 DL 595 595 LL 935 935 TL M (Ib-ft): 3974 SIMPLE ROOF FRAMING ALLOWABLE STRESS DESIGN JOIST MARK: R,J2 Lumber grade (1 thru 6): 1 (OF Larch No. 2 ) Span (ft): 6.5 Spacing (in): 24 e < L/: 240 Cp : 1.00 R (Ib): 358 M (Ib•ft): 581 Loads DL LL w Loads (PSF) : 20 35 110 Misc (PSF) : 0 0 0 w (uniform load): 110 plf fv (psi) @ d: 56 e (in): 0.13 fb (psi): 922 span/4: L / 587 RJ2 USE 2 X 6 @ 24 O.C. I DF LwReM No. 2 ) Project Name: Project #: Initials: Date: e / e Sheet: SIMPLE ROOF FRAMING ALLOWABLE STRESS DESlf,N JOIST MARK: RJ3 Lumber grade (1 thru 6): 1 (DF larch No. 2 ) Span (ft): 10 Spacing (in): 24 ~ < L/: 240 Co ~ 1.00 R (Ib): 550 M (Ib-ft): 1375 Loads DL LL w Loads(PSF): 20 35 110 Misc (PSG : 0 0 0 w (uniform load): 110 plf fv (psi) @ d: 50 ~ (in): 0.16 fb (psi): 771 span/~: L / 767 RJ3 USE 2 X 10 ~ 24 o.C. I DF LARCH ND. 2 1 Project Name: Project #: Initials: Date: Sheet: WOOD BEAM ALLOWABLE STRESS DESIGN 8M MARK: RBS Loads Reactions (Ibs) Span (ft): 8.0 fDSfl LL (psf) R(P 'flL trib (ft) wTL (plf) wLl (Plf) Left Ri ht Lu (ft): 2.0 roof 20 35 35 4 220 140 g TL def. < L/ 240 root/flr 0 0 0 0 640 640 DL LL def. < L/ 360 floor 0 0 0 0 0 1680 1680 LL CD: 1.00 wall/misc. 20 70 - 0 4 0 360 0 2320 2320 TL K: 1.D 2g0 LL Red. (Y/N)?: N W I1NIrORM LORp (plf): 58D 42D M (Ib-ft): 4640 DL LL Comments P PT. Loao (Ibs): 0 0 from left end: 0.0 A g NO. Of MICROIAMS: 2 (2) 2 x 12 (3) 2x 10 F G fv (psi) ~ d: 79 67 (2) 1-3/4x 7.250 (2) 2x12 fb (psi): gg0 868 116 79 dTL (in): 0.09 0.11 1816 gg0 DD (in): 0.03 0.03 0.25 0.09 span/p: 1023 853 0.07 0.03 379 1023 Beam Selection (A - F ): G Re: use: :z, zx, z BM MARK : RB2 Loads Reacti ons (Ibs) Span (ft): 7.5 (Psf) LL (ps f) R~PS~L trib (ft) wTL (plf) wLL (Plf) Left Right Lu (ft): 2.0 TL def < L/ 240 roof 20 35 35 28 1540 9g0 3440 3960. DL . LL def. < L/ 360 roof/flr floor 0 0 0 0 0 0 0 0 6525 7425 LL Co: 1.00 wall/misc. 20 70 0 -- 0 4 0 0 9965 11385 TL 360 2g0 K: 1.D W UNIFORM LOAD (plt): 1900 126D LL Red. (Y/N)?: N M (Ib-ft): 25605 DL LL Comments POINT LOAD ~~~> p vT Lono (Ibs): 2600 4500 from left end: 4.5 No. Of MICROLAMS: 3 C D E F G iv (Psi) ~ d: 3-1/8 x 21 5-1/8 x 15 6.3/4 x 12 (3) 1.3/4x 11.875 (3) 1.3/4 x 11 875 fb (psi): 184 1338 176 1599 176 . 229 229 eTL (in): 0.05 0 09 1897 2490 2490 dD (in): 0.02 . 0 03 0.14 0.17 0.17 span/4: 1648 . 985 0.05 0.06 0.06 664 528 528 Beam Selection (A - F ): G Raz U9E: f3) t-3,a x : t.B~3 BM MARK : RB3 Loads Reactions (Ibs) S an ft : 7.5 P O ( DL Psf) Red.LL LL (psf) (Psf) trib (ft) wTL (plf) wu (Ply Left Right Lu (ft): 2.0 TL def < L/ 240 roof 20 35 35 18 990 630 1650 1650 DL . LL def.< L/ 360 roof/flr floor 0 0 0 0 0 0 0 0 3413 3413 LL Co: 1.00 wall/misc. 20 0 70 - 0 4 0 360 0 5063 5063 TL K: 1.D 2gp LL Red. (Y/N)?: N W UNIFORM LOnO (plf): 135D 910 M (Ib-ft): 9492 DL LL Comments P or Loan (Ibs): 0 0 from left end: 0.0 NO. Of MICROLAMS: 2 C F G 3-1/8 x 10 1/2 fv (psi) @ d: 177 (2) 1.3/4x 9.250 (2) 1-3/4 x 9.25 tb (psi): 1984 186 186 dTL (in): 0.18 2282 2282 DD (in): 0.06 0.22 0.22 span/e: 508 0.07 0.07 411 411 Beam Selection (A - F ): G RE13 use: :z, ,-3ra x 9.zs Project Name: Project #: Initials: Date: eM, Sheet: WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RB4 Loads Reactions (Ibs) Span (ft): 7.5 (psi LL (psf) Rip flL trib (ft) wTL (plf) w LL (Ply Left Right Lu (ft): 2.0 roof 20 35 35 18 990 630 2850 2250 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 LL def. < L/ 360 floor 0 0 0 0 0 5479 4446 LL CD: 1.00 wall/misc. 20 70 - 4 0 360 0 8329 6696 TL 280 K: 1.0 LL Red. (Y/N)?: N W UNIFORM LOAD (plf): 1350 910 M (Ib-ft): 16604 DL LL Comments POINT LOAD ~~~> p Pr. LonD (Ibs): 1800 3100 from left end: 2 5 . NO. Of MICROLAMS : 2 C D E F G fv ( si) d 3.1/8 x 16 1/2 5.1/8 x 12 6.3/4 x 9 (2) 13/4x 11.875 (2) 1.3/4 x 11.875 P ~ : fb (psi): 188 1405 170 1620 181 252 eTL (in): 0.08 0 12 2187 2422 2822 eD (in): 0.03 . 0 04 0.22 0.17 0.17 span/e: 1188 . 750 0.07 0.06 0.06 416 524 524 Beam Selection ( A - F ): G Rea use: tzi 1 -3/4 x 1 7.875 BM MARK: RBS Loads Reactions (Ibs) Span (ft): 4.0 (psf) LL (psf) R(P flL trib (ft) wTL (plf) wLL (Ply Left Right Lu (ft): 2.0 roof 20 35 35 4 220 140 320 320 DL TL def. < L/ 240 roof/ftr 0 0 0 0 0 0 LL def. < L/ 360 floor 0 0 0 0 0 840 840 LL Co: 1.00 wall/misc. 20 70 - 4 360 0 2g0 1160 1160 TL K: 1.D LL Red. (Y/N)?: N W UNIFORM LOAD (pIf): 58D 4LD M (Ib-ft): 1160 DL LL Comments P PT Loao (Ibs): 0 0 from left end: 0 0 . No. of MlcaouMS: 2 A B (2) 2 x 6 (3) 2x 6 F G iv (psi) ~ d: 81 54 (2) 1.3/4x 5.500 (2) 2x6 fb (psi): 920 614 70 81 dTL (in): 0.05 0.03 789 920 eD (in): 0.01 0.01 0.04 0.05 span/~: 956 1434 0.01 0.01 1325 956 Beam Selection (A - F ): G Res use: tz> zx6 8M MARK: RB6 Loads Reacti ons (Ibs) Span (ft): 7.5 ~f) LL (psf) R(p flL trib (ft) wTL (Plf) wLL (Plf) Left Right Lu (ft): 2.0 roof 20 35 35 4 220 140 600 600 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 LL def.< L/ 360 floor 0 0 0 0 0 1575 1575 LL Co: 1.00 wall/misc. 20 70 - 4 0 360 0 2175 2175 TL K: 1 D 2g0 . LL Red. (Y/N)?: N W UNIFORM LOAD (plf): 58D 420 M (Ib-ft): 4078 DL LL Comments P PT. LOAD (Ib$): O 0 from left end: 0 0 . NO. Of MICROLAMS: 2 A B (2) 2 x 12 (3) 2x 10 F G iv (psi) @ d: 73 62 (2) L3/4x 7.250 (2) 2212 fb (psi): 773 763 108 72 eTL (in): 0.07 0.09 1596 773 eD (in): 0.02 0.02 0.20 0.07 span/e: 1241 1035 0.05 0.02 460 1242 Beam Selection (A - F ): G Re6 use : tzt zxt z Project Name: Project #: Initials: Date: Sheet: _ w w ~~~~` D WOOD BEAM. ALLOWABLE STRESS DESIGN BM MARK: RB7 Loads Reactions (Ibs) Span (ft): 4.0 DL (ps0 Red.LL LL (psf) (ps0 trib (ft) wTL (Plf) w~~ (plf) Left Right Lu (ft): 2.0 roof 20 35 35 18 990 630 720 720 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 1260 1260 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1980 1980 TL Co: 1.00 wall/misc. 0 0 -- 0 0 0 K: 1.0 w uNiioRM J oao (plf): 990 630 M (Ib ft): 1980 LL Red. (Y/N)?: N DL LL Comments P PT LORD Qbs): O 0 from left end: 0.0 No. of MlcnoLaMS: 2 A B F G (2) 2 x 8 (3) 2x 6 (2) 1-3/4x 5.500 (2) 2x8 iv (psi) ~ d: 95 93 119 95 fb (psi): 904 1047 1346 904 eTL (in): 0.04 0.06 0.06 0.04 DD (in): 0.01 0.02 0.02 0.01 span/e: 1283 840 776 1283 Beam Selection (A ~ F ): G R67 usE: tz: zxe BM MARK? RB$ Loads Reactions (Ibs) Span (ft): 4.0 (Psi LL (psf) R(Ps~L trib (ft) wTL (plf) w~~ (plf) Left Right Lu (ft): 2.0 roof 20 35 35 27 1485 945 4115 2965 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 7450 5450 LL LL def. < L/ 360 floor 0 0 0 0 0 0 11565 8415 TL Co: 1.00 wall/misc. 20 70 - 4 360 280 K: 1.0 W UNIFORM LORD (plf): 1$45 1225 M (Ib•ft): 15272 LL Red. (Y/N)?: N DL LL Comments POINT LOAD ~~~> p Pr Sono (Ibs): 4600 8000 from left end: 1.5 No. of MlcROUMS: 3 C D E F G 3-1/8 x 22 1/2 51/8 x 15 6 3/4 x 12 (3) 13/4x 11.250 (3) 13/4 x 11.25 fv (psi) ~ d: 173 181 180 250 250 fb (Psi): 695 954 1131 1655 1655 ATL (in): 0.01 0.01 0.02 0.03 0.03 eD (in): 0.00 0.01 0.01 0.01 0.01 span/d: 6896 3351 2260 1529 1529 Beam Selection ( A F ): G RBa L19E: (3) i-aia x : ~/_ 7/$ BM MARK: RB9 Loads Reactions (Ibs) Span (ft): 7.5 (PSG LL (psf) Rip ~L trib (ft) wT~ (plf) w~L (plf) Left Right Lu (ft): 2.0 roof 20 35 35 4 220 140 600 600 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 1575 1575 LL LL def.< L/ 360 floor 0 0 0 0 0 0 2175 2175 TL Co: 1.00 wall/misc. 20 70 - 4 360 280 K: 1.0 W UNIFORM LORD (plf): 58D 420 M (Ib~ft): 4078 LL Red. (Y/N)?: N DL LL Comments P PT.IORD (Ibs): O 0 from left end: 0.0 No. of MlcnouMS: 2 A B F G (2) 2 x 12 (3) 2x 10 (2) 13/4x 7.250 (2) 2x12 fv (Psi) ~ d: 73 62 108 72 fb (psi): 773 763 1596 773 eTL (in): 0.07 0.09 0.20 0 07 DD (in): 0.02 0.02 0.05 . 0 02 span/d: 1241 1035 460 . 1242 Beam Selection (A ~ F ): G RB9 L19 E: (2) zx: z Project Name: Project # Initials: Date: Sheet: 7 BM7 T Z n.:.,. R Z _ • t W LAY/ C U' 2 Z WODD BEAM STRESS DESIGN BM MARK: RB1O Loads Reactions (Ibs) Span (ft): 4.0 - (Pefl LL (psf) R~pS~L trib (ft) wn (Plf) wig (plf) Left Right Lu (ft): 2.0 roof 20 35 35 4 220 140 320 320 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 840 840 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1160 1160 TL Co: 1.00 wall/misc. 20 70 - 4 360 280 K: 1.0 W UNIFORM LOAD (pIf): SHO 420 M (Ib-ft): 1160 LL Red. (Y/N)?: N DL LL Comments P Pr corm (Ibs): 0 0 A B (2) 2 x 6 (3) 2x 6 fv (psi) ~ d: 81 54 fb (psi): 920 614 ~TL (in): 0.05 0.03 oD (in): 0.01 0.01 span/~: 956 1434 Beam Selection (A - F ): G from left end: 0.0 : a use: > zxe No. of MlceouMS: 2 F (2) 13/4x 5.500 70 789 0.04 0.01 1325 G (2) 2x6 81 920 0.05 0.01 956 BM MARK: RBSl LOadS Reactions (Ibs) Span (ft): 7.5 (Pei LL (psf) R(PS~L trib (ft) wry (Plfl w~~ (plf) Left Right Lu (ft): 2.0 roof 20 35 35 29 1595 1015 2475 2475 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 4856 4856 LL LL def. < L/ 360 floor 0 0 0 0 0 0 7331 7331 TL Co: 1.00 wall/misc. 20 70 - 4 360 280 K: 1.0 w uN~POaM Sono (plf): 1955 1295 M (Ib~ft): 13746 LL Red. (Y/N)?: N DL LL Comments P PT LOAD (Ibs): O 0 from left end: 0.0 No. of mlcROUMS: 2 C D E F G 3-1/8 x 13 1/2 5.1/8 x 9 6.3/4 z 9 (2) 13/4x 11.250 (2 ) 13/4 x 11.25 fv (psi) @ d: 182 191 145 209 209 fb (psi): 1738 2384 1810 2234 2234 dTL (in): 0.12 0.25 0.19 0.18 0 18 eD (in): 0.04 0.08 0.06 0.06 . 0 06 span/d: 746 362 477 510 . 510 Beam Selection ( A - F ): G Re: ~ use: ez~ 7.3/4 x ~ (f - ~/$ eM MARK: RB12 Loads Reactions (Ibs) Span (ft): 14.0 (p5f) LL (psf) R(o flL trib (ft) wry (Plfl wig (plf) Left Righi Lu (ft): 2.0 roof 20 35 35 7 385 245 980 980 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 1715 1715 LL LL def.< L/ 360 floor 0 0 0 0 0 0 2695 2695 TL Co: 1.00 wall/misc. 20 70 -- 0 0 0 K: 1.0 w uNironrn wno (plf): 385 245 M (Ib•ft): 9433 LL Red. (Y/N)?: N DL LL Comments P Pr Sono (Ibs): 0 0 from left end: 0.0 No. of MICROLaMS: 2 C D E F G 3.1/8 x 10 1/2 5.1/8 x 9 6-3/4 x 9 (2) 13/4x 11.250 (2) 1-3/4 x 11.25 fv (Psi) ~ d: 108 78 59 89 89 fb (psi): ATL (in): 1971 0 6 1636 1242 1533 1533 DD (in): . 1 0 22 0.59 0 22 0.45 0.42 0.42 span/~: . 274 . 283 0.16 373 0.15 398 0.15 398 Beam Selection (A - F ): G RB r z use: tzi i -3/a x ~~ (1- ~jg Project Name: Project #: Initials: Date: Sheet: BM70 WDOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RBS3 Loads Reactions (Ibs) Span (ft): 7.5 (ASfl LL (psf) R(os~L trib (ft) wrL (Plfl WLL (Plf) Left Right Lu (ft): 2.0 roof 20 35 35 10 550 350 975 975 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 2100 2100 LL LL def. < L/ 360 floor 0 0 0 0 0 0 3075 3075 TL Co: 1.00 wall/misc. 20 70 -- 3 270 210 K: 1.0 W UNIFORM LOAD (pIf): HZO 560 M (Ib ft): 5766 LL Red. (Y/N)?: N DL LL Comments P PT. LOAU (Ibs): O 0 from left end: 0.0 No. of MICRODUns: 2 B F G (3) 2x 12 (2) 13/4x 7.250 (2) 13/4 x 7.25 fv (psi) @ d: 68 152 152 fb (psi): 729 2256 2256 eTL (in): 0.07 0.28 0.28 eD (in): 0.02 0.09 0.09 span/4: 1317 326 326 Beam Selection (A ~ F ): G RB 1 3 use: <zt : -a/a x ~.zs BM MARK: RBS4 Loads Reactions (Ibs) Span (ft): 17.0 (Psf) LL (Psi R(PS~L trib (ft) wrL (Plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 2 110 70 340 340 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 595 595 LL LL def. c L/ 360 floor 0 0 0 0 0 0 935 935 TL Co: 1.00 wall/misc. 20 70 - 0 0 0 K: 1.0 WUNIFORM ~OAD(plf): 11D 70 M(Ib~ft): 3974 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ibs): O 0 from left end: 0.0 No. of MlcaoLAMS: 2 A B C F G (2) 2 x 12 (3) 2x 30 31/8 x 9 (2) 13/4x 9.250 (2) 2x12 fv (psi) ®d: 37 31 45 fb (psi): 754 743 1130 39 955 37 754 OTL (in): 0.36 0.44 0.60 0.47 0 36 dD (in): 0.13 0.16 0.22 0.17 . 0 13 span/~: 562 469 337 433 . 562 Beam Selection (A ~ F ): G Re: a use: <z~ axT z BM MARK: RB1S Loads Reactions (Ibs) Span (ft): 8.5 (PSf) LL (psf) R(PSflL trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 7 385 245 935 935 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 2231 2231 LL LL def.< L/ 360 floor 0 0 0 0 0 0 3166 3166 TL Co: 1.00 wall/misc. 20 70 - 4 360 280 K: 1.0 W UNIFORM Loao (plf): 745 525 M (Ib•ft): 6728 LL Red. (Y/N)?: N DL LL Comments P PT Lono (Ibs): 0 0 from left end: 0.0 No. of MlcaoLaMS: 2 B C F G (3) 2x 12 3.1/8 x 9 (2) 13/4x 9.250 (2) 1.3/4 x 9.25 iv (psi) ~ d: 73 139 fb (psi): 851 1914 120 120 eTL (in): 0.10 0 26 1618 1618 0D (in): . 0.03 0 08 0.20 0.20 span/d: . 996 398 0.06 0.06 511 511 Beam Selection (A ~ F ): G Reis use: cz) 1 -3/4 x 9.26 Project Name: Project #: Initials: Date: Sheet: //~/~ BM73 r WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RTB]. Loads o,._....___ „~_, Span (ft): 13.0 (psf) LL (psf) R pSf~L trib (ft) wrL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 5 275 175 650 650 DL TL def. < L/ 240 roof/flr 0 0 0 0 0 0 LL def. < L/ 360 floor 40 40 40 0 0 1138 1138 LL Co: 1.00 wall/misc. 0 0 - 0 0 0 1788 1788 TL 0 K: 1.0 LL Red. (Y/N)?: N W UNIFORM LOAD (plf): 275 175 M (Ib-ft): 5809 DL LL Comments P yr Lono (Ibs): 0 0 from left end: 0 0 . No. of MlcaoLnMS: 1 B C (3) 2x 12 3-1/8 x 9 F G f i (1) 1-3/4x 11.250 51/8 x 9 v (Ps ) @ d: 45 84 fb (psi): 734 1652 117 51 ~TL (in): 0.21 0.52 1889 1008 DD (in): 0.08 0.19 0.45 0.32 span/o: 754 302 0.16 0.11 348 495 Beam Selection (A - F ): G RTB 1 UHE: 5-7/8 x 9 BM MARK: RTBZ Loads Reacti ons (Ibs) Span (ft): 20.0 (Psi LL (psf) ~Pef~L trib (ft) wrL (plf) wLL (Plf) Left Right Lu (ft): 0.0 roof 0 0 0 0 0 0 TL def. < L/ 240 roof/flr 0 0 0 0 0 1 1 DL LL def. < L/ 360 floor 0 0 0 0 0 0 2 2 LL Co: 1.00 wall/misc. 0 0 _ 0 0 0 2 2 TL 0 K: 1.D W UNIFORM LOAD (pIf): ~ O LL Red. (Y/N)?: N M (Ib~ft): 23 DL LL Comments POINT LOAD ~~~> p vr. Lono (Ibs): 2 3 from left end: 10 0 . NO. Of MICROLAMS: 2 A g (2) 2 x 6 (3) 2x 6 F G fv (psi) ~ d: 0 0 (2) 1-3/4x 5.500 5-1/8 x 9 fb (psi): 18 12 0 0 ~TL (in): 0.02 0.01 15 4 DD (in): 0.01 0.00 0.01 0.00 span/e: 12324 18486 0.00 0.00 17074 103767 Beam Selection (A - F ): G area usE: °3-i/e x s Project Name: Project #: Initials: Date: Sheet: /~ Z W I 'y`/ ~ f, 2 y 2 = WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN DESCRIPTION: East WALL Loads to Wall: Height, le (ft) : 10 DL LL trib w deflection < L/: 180 wind/seismic (W/S): w lateral load (psf): 20.8 (Due to Wind) snow load? (Y/N): n Lumber grade (1 thru 5): 2 (DF No. 2 ) CASE 1: DL + roof LL + floor LL Le/d = 21.8 < 50 OK CD = 1.25 Fc' (psi) = 860 fc (psi) = 267 < Fc' OK TRIMMER: Trimmer supports only vertical load .. Pcap (Ibs) = 5156 roof 20 35 30 1650 floor 0 0 0 0 wall 0 0 0 0 misc 0 0 0 0 w (uniform load.) = 1650 plf CASE 2: DL + roof LL + floor LL + wind fc (psi) = 267 < FEE (psi) = 1008 OK Co = 1.60 Fc' (psi) = 899 M (Ib•ft) = 347 Fb' (psi) = 2153 fb (psi) = 550 CSR = 0.44 < 1.0 OK D (in.) = 0.144 = L / 831 OK KING STUD: King stud supports only bending ... Mcap (Ib-ft) = 1357 trib width capacity (ft) = 5.22 for M < Mcap (governs) trib width capacity (ft) = 6.16 for D < 180 East WALL USE: 2 X 6 @ 16 " O.C. (DFNo.2) Framing at openings (unless noted nfherwiea nn ..~~.,~. OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING,STUDS 3 1 1 4 1 1 5 1 1 6 1 1 8 2 1 16 3 2 Project Name: Project #: Initials: Date: Sheet: l edited 6/ 02 I r WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON N'DS, ALLOWABLE STRESS DESIGN DESCRIPTION: West WALL Loads to Wall: Height, le (ft) : 10 DL LL trib w deflection < L/: 180 wind/seismic (W/S): w lateral load (psf): 20.8 (Due to Wind) snow load? (Y/N): n Lumber grade (1 thru 5): 2 (DF No. 2 ) CASE 1: DL + roof LL + floor LL Le/d = 21.8 < 50 OK CD = 1.25 Fc' (psi) = 860 fc (psi) = 71 < Fc' OK roof 20 35 8 440 floor 0 0 0 0 wall 0 0 0 0 misc 0 0 0 0 w (uniform load.) = 440 plf CASE 2: DL + roof LL + floor LL + wind fc (psi) = 71 < FcE (psi) = 1008 OK CD = 1.60 Fc' (psi) = 899 M (Ib•ft) = 347 Fb' (psi) = 2153 fb (psi) = 550 CSR = 0.28 < 1.0 OK D (in.) = 0.144 = L / 831 OK TRIMMER: Trimmer supports only vertical load .. Pcap (Ibs) = 5156 KING STUD: King stud supports only bending ... Mcap (Ib•ft) = 1357 trib width capacity (ft) = 5.22 for M < Mcap (governs) trib width capacity (ft) = 6.16 for D < 180 West WALL USE: 2 X 6 @ 16 " O.C. (DFNo.2) Framing at oaeninES (unless noted nfharwico ......~~.,.. OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING.STUDS 3 1 1 4 1 1 5 1 1 6 1 1 8 1 1 16 1 2 Project Name: Project #: Initials: Date: Sheet: is edited 6/3/02 z • w p • W ,~~ _r H Z Z W N WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NOS, ALLOWABLE STRESS DESIGN DESCRIPTION: North WALL Height, le (ft) : 10 deflection < L/: 180 wind/seismic (W/S): w lateral load (psf): 20.8 (Due to Wind) snow load? (Y/N): n Lumber grade (1 thru 5): 2 (DF No. 2 ) CASE 1: DL + roof LL + floor LL Le/d = 21.8 < 50 OK Co = 1.25 Fc' (psi) = 860 fc (psi) = 160 < Fc' OK Loads to Wall : DL LL trib w roof 20 35 18 990 floor 0 0 0 0 wall 0 0 0 0 misc 0 0 0 0 w (uniform load.) = 990 plf CASE 2: DL + roof LL + floor LL + wind fc (psi) = 160 < FEE (psi) = 1008 OK Co = 1.60 Fc' (psi) = 899 M (Ib•ft) = 347 Fb' (psi) = 2153 fb (psi) = 550 CSR = 0.34 < 1.0 OK D (in.) = 0.144 = L / 831 OK TRIMMER: Trimmer supports only vertical load Pcap (Ibs) = 5156 KING STUD: King stud supports only bending ... Mcap (Ib•ft) = 1357 trib width capacity (ft) = 5.22 for M < Mcap (governs) trib width capacity (ft) = 6.16 for D < 180 North WALL USE: 2 X 6 @ 16 " O.C. (DFNo.2) Framine at ooenin~s (unless ~~+p,~ ~+ho.W~~o ......~...... OPENING WIDTH (FT) N0. OF TRIMMERS N0. OF KING'STUDS 3 1 1 4 1 1 5 1 1 6 1 1 8 1 1 16 2 2 Project Name: Project #: Initials: Date: Sheet: ~~ edifed 6/3/02 T 2 _ p tt W J C 2 _~ 0 Z N WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN DESCRIPTION: South WALL Loads to Wall: Height, le (ft) : 10 deflection < L/: 180 wind/seismic (W/S): w lateral load (psf): 20.8 (Due to Wind) snow load? (Y/N): n Lumber grade (1 thru 5): 2 (DF No. 2 ) DL LL trib w roof 20 35 18 990 floor 0 0 0 0 wall 0 0 0 0 misc 0 0 0 0 w (uniform load.) = 990 plf CASE 1: CASE 2: DL + roof LL + floor LL DL + roof LL + floor LL + wind Le/d = 21.8 < 50 OK fc (psi) = 160 < FEE (psi) = 1008 OK CD = 1.25 CD = 1.60 Fc' (psi) = 860 Fc' (psi) = 899 fc (psi) = 160 < Fc' OK M (Ib-ft) = 347 Fb' (psi) = 2153 fb (psi) = 550 CSR = 0.34 < 1.0 OK D (in.) = 0.144 = L / 831 OK TRIMMER: KING STUD: Trimmer supports only vertical load ... King stud supports only bending ... Pcap (Ibs) = 5156 Mcap (Ib-ft) = 135.7 trib width capacity (ft) = 5.22 for M < Mcap (governs) trib width capacity (ft) = 6.16 for D < 180 South WALL USE: 2 X 6 @ 16 " O.C. (DFNo.2) Framing at openings (unless noted otherwise on plan): OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING STUDS 3 1 1 4 1 1 5 1 1 6 1 1 8 1 1 16 2 2 Project Name: Project #: Initials: Date: Sheet: /y edited 6/3/02 ALLOWABLE STRESSES IN MASONRY REINFORCING TAKING ALL SHEAR (psi) Fv5 :_ (~ 1•~4 - (a l I•sgfm J ` JJ Fv5 = 53.254 Fv6 := C 120 - 45•(al l L `` JJ ~• JJ Fv6 = 63.75 FvC := if (Fv5 < Fv6 ,Fv5 ,Fv6) FvC = 53.254 Fv7 := 1.5•sgfm Fv7 = 58.095 Fv8 := 75 FvD := if (Fv7 < Fv8 ,Fv7 ,Fv8) l FvD = 58.095 Frein := if Ca) < 1,1.33•FvC,133•FvDJ•psi Verify: if fv = 19.531 psi < Frein = 77.266 psi If stress is greater than 1/2 of allowable, special inspection required REQUIRED REINFORCING Trial spacing horizontal steel 48•in .~,:_ Allowable steel stress: fs := 24000•psi Area of steel required: Av := s--V Av = 0.104 in2 fs•d Use (2) #4 @48 oc. - 0.40•in2 :_ CHECK OVERTURNING MOMENT: Overturning moment: Uniform load on wall: Righting moment: Net overturning moment: Determine steel in end of wall for holdown Allowable stress in steel: Tensile force: Required area of steel: OTM := V•h OTM = SOft•k W :_ (wdl•h) + (wrf•tribw) W = 380p1f RM :_ .85•Wd•(al itM = ]0.3ft•k l2 NM := OTM - RM NM = 39.7ft•k ,~s,:= 24•ksi 1VM '~,•= a As := T fs use (1) #5 bars in ends of wall, T=Sk As = 0.207 in2 :31•in2 Project Name: Project #: Initials: Date: Sheet: ~~ ~ .., .,...,. N W Y W C 2 Z DESIGN OF MASONRY SHEAR WALLS: Typcal shearwall (worst case-conservative) Shear applied to wall: Masonry compressive strength: Length of wall: Effective thickness of wall: Effective height of wall: Wall dead load: Roof dead load: Roof tributary width: Effective length of wall: Unit shear in wall: MNd = hVNd = h/d ,~ ,,:= 5•k fin := 15i)0•psi 1 := 10•ft b := 4-in h := 1'0•ft wdl := 36•psf wrf := 5-psf tribes .= 4• ft d := 0.8•t 1.5•V ,~v,:= fv = 19.531 psi b•d .2 h sgfm :- ~ m = 1.25 lb a ALLOWABLE STRESSES IN MASONRY MASONRY TAKING ALL SHEAR (psi) Fvl :_ (31•I 4- (al~•sgfm Fvl = 35.502 Fv2 := L 80 - 45•I hl l Fv2 = 23.75 FvA := if(Fvl < Fv2,Fv1 ,Fv2) d FvA = 23.75 .2 Fv3 := 1 • fm• m ]b Finas := ifl (al < 1,1.33•FvA,1.33•FvBI•psi Verify: if fv = 19.5 psi Fv3 = 38.73 Fv4 := 35 FvB := if (Fv3 < Fv4,Fv3,Fv4) FvB=35 < Finas = 46.55 psi If stress is greater than 1/2 of allowable, special inspection required Minimum reinforcing required #5 @ 32" o.c. vertical (2) #4 @ 48" horizontal Project Name: Project #: Initials: Date: Sheet: ~~ T A Z .:..:.: ....... R • Z y W G~f r Z Z W ,. ....,.:. .. N MASONRY RETAINING WALL- ALLOWABLE BTRE83 DE91GN LDCnnDN: xxxx 901E DATA: Soil wt.(pcf): 120 Sliding friction coeft: 0.25 Surcharge on backfill (psf): 0 Ka: 0.29 WALL DATA: Rebar Fy (ksi): 60 SPECIAL INSPECTION?(Y/N): n Active Soil Pressure (psf/ft): 35.0 Passive soil pressure (psf/ft): 150 Soil brg, pressure (psf): 1500 Soil brg. press. wind/seis. (psf): 0 Concentric loads (DL): 0 Concentric loads (LL): 0 fm (psi): 1500 n :25.78 3 See. Gust Wind Speed (85~90mph) : 85 Exposure[B,C,D]: B P (PSF) : 9.0 Ib/ft Ib/ft Min Lap t,„,,,,,e center Vert. Rebar t11u° d,n„y LOCATION HT (R (in) (in) rebar(Y/N) (~") Gn) As ins/R P nP k 1 2/Ik FENCE 10.00 25 6 Y # 4 Q 32 " o.c. 5.63 2.81 0.075 0.0022 O.OSJ 0.286 0.905 7.73 TOTAL SOIL HT. 0.00 CASE 1: SOIL M V fm Fm fs Fs N Fv LOCATION (Ib~R) (Ib) (Psi) (Psi) (ksi) (ksi) (ps) (psi) CASE 2: SOIL + SEISMIC M V fm Fm fs Fs N fv LOCATION (Ib~ft) (Ib) (psi) (psi) (ksi) (ksi) (psi) (psi) CASE 3: SOIL + WIND M V fm Fm fs Fs N Fv LOCATION (Ib~R) (Ib) 2 (psi) (ksi) 0 (ksi) (psi) (psi) FENCE 450 90 10 OK 333 28.3 0 32.0 2.9 OK 25.8 10 p 6 2500 FOOTING DATA: Width (ft): Z.00 Key depth below ftg (in): 0 Thick. (in.): 12 0K Key thickness (in): 0 Embedment depth (in.): 12 Toe to face of key (in): 0 Toe (in): 9 Concrete Footing f c (psi): 2500 Heel (in): 9 O.T. (Soil) O.T. (Soil + Seismic) O.T. (Soil + Wind) Total wt. (kips): 0.7 Total wt. (kips): 0.7 Total wt. (kips): 0.7 Mot (loft): 0.01 Mot (k-ft): 0.01 Mot (loft): 0.42 Mr (loft): 0.7 Mr (loft): 0.7 Mr (loft): 0.7 F.S. o.t.: 112.IS OK F.S. o.t.: 112.18 orc F.S. o.t.: 1.55 OK Sliding (Soil) Sliding force (k): 0.0 Sliding frict. (k): 0.2 Pass. resist.(k): 0.1 F.S, sliding: 13.71 OK Sliding (Soil + Seismic) Sliding force (k): 0.0 Sliding frict. (k): 02 Pass. resist.(k): 0.1 F.S. sliding: 13.71 Orc FOOTING REBAR: Toe ... dbot. (in): 8.8 Qu Q face of wall (psf): 1246 Q Co3 d (Psf): 4 Tce self wt. (k): 0.1 Tce self wt. ~ d (k): 0.0 Vu (k): 1.2 ~Vc (k): 8.9 Mu Q face (k-ft): 0.5 r: 0.0002 As (inZ/ft): 0.0 Bottom bar (#): 4 Bat. bar spacing (in o.c.): 18.0 Sliding (Soil + Wind) Sliding force (k): 0.1 Sliding frict. (k): 0.2 Pass. resist.(k): 0.1 F.S. sliding: 2.23 OK Heel ... dtop (in): 9.8 Upward Qs Q face of wall (psf): 1246 Upward Qs (d d (psf): 4 Upward R at heel (k): 1.1 Upward R at d (k): 0.0 Vu (k): ~0.9 Vu Q d (k): 0.1 Mu @ face (loft): 0.0 r: 0.0000 As (inZ/ft): 0.0 Top bar (#): 4 (max.) Top. bar spacing (in o.c.): 18.0 Itl footing: 0.85 Amin: 0.0033 or 4/3 r calc'ed Amax: 0.0134 nidea1:0.0083 Soil Pressure (Soil) (psf) z: 0.98 e: 0.02 middle 1/3: 0.67 Qmax: 347 OK Qmin: 313 Max Soil Pressure (Soil+Seis or Soil+Wind) x: 0.35 e: 0.65 middle 1/3: 0.67 Qmax: 1246 orc Qmin: 0 x u x ~, OK ! ~ ~~~HEEL I TOE ,' ~ I -- ~, -~K~ ~ ~ O -~ ,., _ ~ ..._ ~._..... .___ .__. m i ~ (max.) ACTIVE i WIDTI,1 ZI`----~ - ` PA$$IVE i -~ Project Name: Project #: Initials: Date: Sheet: ~~ edited 6/3/02 T R A U' N Z W C • Z Z Z WOOD PD ST DESICaN DO{JGLAH FIR LARCH ALLOWABLE STRESS DESIGN ALLOWABLE LDAOB (KIPS) LOAD DURATIONI CD = 'I•'15 UNBRACED HEIGHT OF P05T, Le (FT) ALLOWABLE POST 8 9 10 12 14 16 18 20 BEAM BEARING 2 x 4 stud ' 2.5 2.1 1 7 1.2 0.9 --- -- -- 3.3 2X4 no 2" 3.1 25 2.0 t4. 1 1 - --- --- 3.3 2x6 stud` 70 63 56 4.3 ~_ ~ 1 1 5.2 2x6 no.2' 9.5 82 7.0 5.2 4.0 3'.1 25 2.0 5.2 4 x 4 no 2 7 1 5° 4 7 3.3 25 __ ___ __ 4x6 no.2 11.1 9.0 74 5.3 3,9 - 12:0 4 x 2 no- 2 14 ~s 11.8 9 8 6.9 5-1 --- --- --- 6x5 no.2 20.0 18.6 17.0 13.7 70.9 87 7.1 58 ~~ 18.9 gx6 no 1 ~-4 25.0 _~4 17.6 133 109 38 7.2 189 6 x 8 no. 2 27.3 25.4 23.1 187 14.8 11,5 9.6 7 9 25.8 6 x 8 no. 1 „-.,, 34 0 30.5 24.0 18.8 14.9 120 9 9 25.6 8 x 8 no, 1 58.3 56.2 53.6 47.4 40.4 33.8 28.2 23.6 352 ALLOWABLE LOADS (KIPH) LOAD DLIRATIDN. C_ = 1 nn UNBRACED HEIGHT OF POSTS LE (FT) ALLOWABLE POST $ 9 10 12 14 16 1$ 20 BEAM BEARING 2 x 4 stud ' 2.5 2.0 17 1 2 0 9 - . - -- --- 3-3 2 x 4 no. 2 ' 3.0 2.4 2 0 1 4 1 1 - . . -- __ __ ...3 2x6 stud' 6.4 5.9 53 4.2 3.3 2.6 21 1.7 5.2 2 x 6 no. 2 ' 8.9 ' 7:8 8.8 5.1 3.9 3.1 2.5 2.0 5.2 4 x 4 n o 2 7 0 ~, 4 7 2 5 - _. . - --- --- 7.7 4x6 no.Z 10.9 69 74 5.2 39 -- __ <_ 12.0.... 4x8 no 2 143 117 9, 59 S 1 --- --- 15.9 6 x 6 na. 2 18.0 .17.0 15.7 130 10.5 8.5 7.0 5.8 i8 9 6xb no 1 ^24.8 230 21.0 15.9 134 10] 87 ~ ~ 189 6x8 no.2 24.6 23.1 21.4 178 14.4 11fi g5 79 25g 6 x 8 no 1 33.9 3t4 28.6 23.0 18 . 14.6 1 1 9 9 8 25.8 8 x 8 na 1 51.6 50.0 48.2 43.5 38.0 324 27.4 23.1 35.2 vvau snea(rnng ofaces stun in weak axis bending Project Name: Project #: Initials: Date: Sheet: /S ENGINEERED AND GLULAM PO5T DESIGN DESIGN BASED ON NDS (JNBRAC ED HEIG HT OF P OST, LE (tom' ) PasT 8 9 10 12 14 16 18 20 3 1/2 x 3 1/2 PSL 7.2 6.1 5.2 3.9 3.0 -- 31/2x51/2PSL 10.9 9,1 i.8 5.8 4.5 -- _ ~ 3 lit x 7 1/2 PSL 14.5 12.2 10.4 Z8 6 0 --- __ 3 1/2x 9 1/2 PSL 21,3 18-0 15.3 11.5 8 9 __ __ ___ ~ 3 1;2 x 11 7!8 PSL 26.6 32.4 19.1 14 3 11 0 --- ___ 5 114 x 5 1l4 PSL 26.6 23.5 20.6 16.2 12.9 10.5 8.6 _ 7 3 51/4x911<PSL 41 0 41 0 41 0 321 256 20.8 1Z3 14 5 5 1,`4 r, 11 718 PSL 41.0 41.0 41.0 40.0 320 26.D 21.5 . 18 1 5 1/4 x 14 PSL 45.9 45.9 45 9 42.0 37.6 30 6 35 3 . 21 3 7 x 9 1i2 PSL 428 42.8 428 42.8 42'B` 42.8 36.1 30 8 31i8x6GL 12.4 100 ~_ 58 - __ -- . 3 1l8 x 7 112 GL 14.9 120 9.8 6.9 --- __ __ --- 31i8x9GL 1-9 Ida 11.8 a3 ___ ~~ `-3 1I8 x 10 V2 GL 21.2 t7.5~ 144 1Q 1 -- -~ --- ~ --- 318x12GL 2a9 20.0 16.4 11.5 _ 5 1:2 x 6 GL 41.1 36.T' 32.II 23.9 18:1 14 1 11 3 9:2 518x7 V2 GL 514 45.9 400 29.9 22] 17.6 14.1 11 5 5 1/8 x 9 GL 61.7 " 55.1 48.0 35 S ~7 ~ 1 2 16.9 . 3 8 5 1/8 x 10 1/2 GL '~ 6 33.6 33 6 ~3 6 '.1 ~ 24.7 1 ~~' . 16 1 5 L'6 x 12 GL 82.2 73.4 64.1 47.8 36.3 ?8.2 22.5 . 18 4 6 3/4 x 6 GL 59.3 55.7 51.1 40] 31.7 25.0 30.0 . "~ 6 4 6 3!4 x 7 1/2 GL 77.0 74.1 70.2 59.6 48.1 38.5 312 25 6 6 3.4 x 9 GL 92.4 33.9 84 < 't5 46.3 37.4 , 30 8 6 314 x 10 112 GL .107.8 103.7 98.3 $3.4 6i.4 54.D 43.7 . 35 9 6 3/4 X 12 GL 123.2 118.5 112.3 95.3 77.0 61.7 49.9 . 41.0 LOAD DURATIDN~ D, = 1.15 POST 8 9 UNBRAC 10 ED HEI 12 31/2x31/2 PSL 72 6.1 5.2 39 3 1/2 x 5 1!2 PSL 10.9 9 1 7.8' S 8 31 3x7112 PSL 14.5 122 10.4 7 8 5 1/4 x 5 114 PSL 26.6 23.5 20:6 1&,2 31/Sx6GL 126 101 8.3 5.8 31i8x7112GL 15.1 12.1 9:8' 7fl 31'8x9GL 131 145 11.9 ~ R4 3 118 x 10 112 GL 220 1Z7 14.4 1D 1 31i8x12GL 252 202 16.5 11.6 5 118 x 6 GL 44.4 38.7 33.2 24.3 51/Sx71i2GL 55.5 484 41.4 304 5 1/8 x 9 GL 66..7. 58.0 45.7 36.5 5 1r3 x 10 12 GL 33.6 33 6 33.6 5.118 x 12 GL 88.9. 77.4 66.3 48.6 G HT OF PO 14 ST, LE (FT 16 ) 18 20 4.5 "" -- - - 6 0 --- --- 1.2.9 10.5 8.6 7,3 18'3 14.2 11.3 9 Z " 229 1; 7 14.1 11.5 27.5 21.3 1i D 13.8 32.0 24.8 79.3 tti.1 36.6 ''8.4 228 18.4 Project Name: Project #: Initials: Date: Sheet: l9 Date and Time: 5/24/2005 5:01:17 PM MCE Ground Motion -Conterminous 48 States Latitude = 43.82517, Longitude = -111.81444 Period MCE Sa (sec) (%g) 0.2 049.4 MCE Value of Ss, Site Class B 1.0 016.1 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 069.2 Sa = FaSs, Fa = 1.40 1.0 034.8 Sa = FvS 1, Fv = 2.16 ~D m c~ a N c~ C~ .~ 0 c~ ca a~ L ~i L X LL z m m t a N mQ 41 n d E °i 0 c° oL W m O ~ U ~ E a m aZ ~m .m m i~ ,0 "2~ D 9 m N _mE ~ ~ m r T L (n ~L __ C D ¢ ~ 1 C ~ ~.0 7 ~ O) p O) C O ~ C ~ 7 ~ O 1 ~ U Q L m ~ N ,ma ~ (7 U c°V~a m rn m mrnm rnrnm ®L L _ ,01 OI OI J+T a O O oUU U©© ~~ SEISMIC LATERAL ANALYSIS 2003 Inteinational Building Code Equivalent Lateral Force Procedure PROJECT NAME: ReXbUrgAnimal HOSpltal V:CsW Governs => Cs: Sps/(R/I): 0.071 Cs: Spi/(R/I)T: 0.317 (Max) Cs: 0.5S1/(R/I): (Min, Siequal or greater than .6 and in Seismic Category E or F) CS: 0.044Sos l~ 0.020 (Min) IE (1604.5): 1.00 Seis. Use Group (1604.5 & 1616.2): I Seis. Category (1616.3): D Site Class (1615.1.1): D Ss: 0.494 St: 0.161 a p: 1 R: 6.5 Ct: 0.02 acc (ult. strength): 0.071 acc (service load): 0.050 Fa~ 1.40 F,,: 2.16 Sos~ 0.4626 Soi~ 0.2314 T: 0.112 sec Vbase: 16.7 k Level Ht. (ft) Wt. (k) wi x hi Lat. Story Story Shear (k) (elev.) Force (k) Shear (k) ASD Design ROOF 10.00 235.0 2350.0 16.7 16.7 11.7 W~>n~ (~s~`~xaa~ P f~~ = ly~ 6 K~Fs wi~~l ~4~tr~s Totals: 235 2350 16.7 (Calculation per ASCE7~02 Section 9.5.5.4) Diaohraem Lateral Load Distribution Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design ROOF 10.00 235.0 235.0 16.7 21.7 15.2 (Calculation per IBC 1620) Elemental Pressure Fp =0.401ESosw„, or O.lwW wall designed for the greater of =_> FP~ (Ultimate) 0 19 W (ASD) 0 1 . P . 3 Wp Fp =400SosIE or 280 plf min. anchorage and diaphragm force =_> FP~ 280 If P 200 plf Fp =O.8SoslEww min. anchorage and flex. diaph. force (Cat C~F) __> FP- 0.37 W P 0.26 Wp or 280 plf __> Fpmin: 280 plf 200 plf Project Name: Project #: Initials: Date: Sheet: ~~ i V. Wind Loads - Com onents 8~ Claddin :Low-rise Buildin s h560' & Alternate desi n 60'<h<90' Kz = Kh (case 1) = 0.86 GCpi = +/-0,1 g NOTE: If tributary azea is greater than Base pressure (qh) = 15.2 psf a = 6.4 ft 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft Roof Angle = 22.6 deg Type of roof = Hip Project Name: Roof Are; Negative Zone Negative Zone ' Negative Zone " Positive All Zone: Overhang Zone Overhang Zone Walls Ares Negative Zone 4 Negative Zone ~ Positive Zone 4 & 5 G C +/- C,C [ Surface Pressure s User in ut 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.08 -1.01 -0.98 -16 ps -15 ps -IS ps -16 psf -IS ps -1.88 -1.53 -].38 -29 ps -23 ps -2] ps -26 psf -22 ps -1.88 -1.53 -1.38 -29 ps -23 psf -21 ps -26 psf -22 ps 0.68 0.54 0.48 10 psf 10 ps 10 ps 10 ps 10 ps -2.20 -2.20 -2.20 -33 ps -33 psf -33 ps -33 ps -33 ps -2.20 -2.20 -2.20 -33 psf -33 psf -33 ps -33 ps -33 ps Negative An ne Z = ~~.,a o ~ e ~.: _ ___~__._.~- ~ +/- ~ i Surface Pressure s User in ut 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.28 -1.10 -0.98 -19.4 psf -16.7 psf -14.9 ps -17.5 psf -15.9 ps -1.58 -1.23 -0.98 -24.0 psf -18.6 psf -14.9 ps -20.2 psf -17.0 ps 1.18 1.00 0.88 17.9 ps 15.2 psf 13.3 ps 16.0 ps 14.4 ps Parapet qp = 0.0 psf CASE A =pressure towazds building CASE B =pressure away from building ~ 0 < 7 degrees and Monoslope < 3 degrees Solid Pazapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 psf 0.0 psf 0.0 psf Comer zone : 0.0 sf 0.0 sf 0.0 sf ASE B : Interior zone : 0.0 ps 0.0 psf 0.0 psf Comer zone : 0.0 sf 0.0 s 0.0 sf '~ i . -.....l II-~- _~ ~ I ~ i ____~..~_ Monoslope roofs 3°<0<10° 1 1 [ [ I { ! E € [ 1 1 ~i i~3 [ ~ 3 ~ t - I 1 i € 1 ~ - t [ I I 0 > 7 degrees Project #: ~~. ~. '`/ I ~ \ ~ ~' ~~ ~~ I .•1 1 t ~ I ~~~~ 0 > 7 degrees Initials: Date: Sheet: ~~ Monoslope roofs 10° < 0 < 30° V. Wind Loads -MWFRS h560' (Low-rise Buildings) Enclosed/partially enclosed only m m.=.~.~~ Transverse Direction ,.';~'~ 2~rs°rg~t3ere vunr€a xz Kz = Kh = 0.86 (case 1) Base pressure (qh) = 15.2 psf GCpi = +/_0.18 Edge Strip (a) 6.4 ft End Zone (2a) 12.8 ft Zone 2 length = 3~ 5 tt Transverse Direction Longitudinal Direction V Perpendicular 8 = 22,6 deg Parallel 8 = Odeg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.54 0.72 0.36 0.40 0.58 0.22 2 -0.45 -0.27 -0.63 -0.69 -0.51 -0.87 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.41 -0.23 -0.59 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 0.77 0.95 0.59 0.61 0.79 0.43 2E -0.72 -0.54 -0.90 -1.07 -0.89 -1.25 3E -0.65 -0.47 -0.83 -0.53 -0.35 -0.71 4E -0.60 -0.42 -0.78 -0.43 -0.25 -0.61 . Wind Curfara nr..~~.. .-o~ L.~s1 ..,... i n _-r---'_'--. ~ _ 1 10 9 5 4 . . 8.8 3.3 2 -4.2 -9.6 -7.7 -13.2 3 -4.4 -9.8 -2.9 -8.3 4 -3.6 -9.0 -1.7 -7.1 5 -4.1 -9.6 -4.1 -9.6 6 -4.1 -9.6 -4.1 -9.6 lE 14.4 9.0 12.0 6.5 2E -8.2 -13.6 -13.5 -19.0 3E -7.1 -12.6 -5.3 -10.8 4E -6.3 -11.8 -3.8 -9.3 MWFRS Simple Diaphragm Pressures (pst~' wlxDwARD ovERxAxo wlxDwAaDROOF Transverse direction (normal to L) ~ , LEEWARD ROOF ~ , + , ~ I : Interior Zone: Wall 14.4 psf VERTICAL Roof psf l o ~ sf End Zone: Wall 20.8 psf ~^ ' " a x ~x>: z Roof ~N psf 1~ P g 3 Longitudinal direction (parallel to L) ' Interior Zone: Wall 10.5 psf TRANSVERSE ELEVATION End Zone: Wall 15.8 psf WINDWARD ROOF LEEWARD ROOF Windward roof overhangs: 10.3 psf (upward) add to windward + i + I I t t i t ~ VERTICAL roof pressure Parapet Windwazd pazapet: 0.0 psf (GCpn = +1.8) Leeward parapet: 0.0 psf (GCpn = -1.1) - LONGTTUDINAL ELEVATION Torsional loads aze 25% of zones 1 - 4. See code for loading diagram wr~er.~aY ~..,/E ~ri~7lHAI;DC~r L~' Longitudinal Direction Project Name: Project #: Initials: Date: Sheet: ~y z ,- .. • o a w ~ ~ z ~ o z w WIND DISTRIBUTION t.ocnr~oN: Rexburg Animal Hospital Wind Speed: 90 Roof Press (psf): 10.0 Ridge Ht: 22 Exposure: C Wall Press (psf): 20.8 Eave Ht.: 10 Roof type (flat/sloped): sloped Story heights: Ht. of Force Story force Cumlative force (plf) Roof 10 ft Q 10.0 ft 224 plf 224 plf Project Name: Project #: Initials: Date: Sheet:~~ 1. SHEARWALL3CHEDULE 1. WALL STUDS SHALL BE SPACED AT 16' O.C. MAXIMUM. 2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS MAV BE USED AT INTERIOR WALLS (AWAY FROM EDGE Of SLAB OR SLAB STEPDOWN) PER GENERAL STRUCTURAL NOTES. 3: A MINIMUM OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SOLE PLATE PIECE. PROVIDE 1 ANCHOR BOLT MINIMUM WITHIN 9 INCHES OF EACH END OF EACH PIECE. 4. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 5. BLOCK ALL PANEL EDGES WHERE INDICATED ON SCHEDULE. EDGE NAIL SHEATHING AT BLOCKED EDGES. SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL. 6. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 7. FOR 5/8' TO 3/4' THICK FLOOR SHEATHING 3 1/4'(MIN) LONG NAILS SHALL BE USED. FOR 7/8' TO 1 1/8' THICK FLOOR SHEATHING 3 I/2' (MIN) LONG NAILS SHALL BE USED. 8. 6' LONG SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW 9. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE. ]0. NUTS SHALL BE SECURELY FASTENED AGAINST SOLE PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL PLATE. 11. ALL NUTS SHALL HAVE 3/16 x 2 x 2 PLATE WASHERS. MARK SHEATHING MATERIAL EDGE NAILING FIE BOTTOM Capacity A 7/16' O.S.B. BLOCKED ONE LD NAILING PLATE ATTACHMENT S eISR11C SIDE OF WALL 8d AT 6' O.C. Sd AT 12' O.C. 5/8' DIA. A.B. AT 48' O.C. ~ ;, J6 ~ a.3: el~,;~e17~r1~ 16d STAGGERED AT 5 1/2' O.C. 260 If hE O,`lVAll 3d AT 4' ri,. 3ti 0.'1""-JJ. ~/3'DI,4. A. L'. kT 4%'G^ t5d.~r?S~,FRF~,,, ;~c.G 350 If 7/16' O.S.B. BLOCKED ONE C SIDE OF WALL FRAMING AT ADJO 5/8' DIA. A. B. AT 17' O.C. INING PANEL EDGES SHALL BE'(2)2X OR 3X 8d AT 3' O.C. 8d AT 12' O.C. 16d STAGGERED AT 3' O.C. 4 90 pN 7~7 G'Q S B BI:CC~FD RHL. ~ =/~ DIA- A,~3. p,i l:l' O.C- ~~' - 9'C'E 4F WALL FRAfdiNGFT ~ 3dnT ?' R C ' . A6J~6NINa PANEL EOGLS - . . 8..3T S t U C - . 1617 af.,~C ~F.FD AT 2' O.C. 6 00 plf 7/16' O.S.B. BLOCKED ONE 5/8' DiA. A.B. AI 34' O.C. w/ (2) 2z SLLL E SIDE OF WALL FRAMING AT Sd AT 2' O C ' PLATES ADJOINING PANEL EDGES . . 8d AT 12 O.C. SHALL BE "(2)2X OR 3X SDSl/4'x6' SIMPSON SCREWS 6'OC, (2)2x SILL PLATES 6 40 plf 7f16"0.5,H. ELO+~KE6 6GTH. - ~4DE ; OF yVAtl ~"FFSE' '~ :'8`DIA_h_3 .T 33'D. r~l(112r Slil 69 VERFICPL PA"lEL ln+~ i3 TC F~LLONU FF~F?~7T TUL';:;AT ~ ' . ~ ~1; , _AOJCINIhGFANE~ ~CSES 3d A G'ti r, Ba AT ~ 1,' C ' SHALL ~, ('-~2hCf 3.F G51ia r ltd-;c a-~.aLw: ,. 7 60 plf 7/16' O.S.B. BLOCKED BOTH 5/8' DIA. A.B. AT 22' O.C, w/ (2) 2x SILL SIDES OF WALL, OFFSET PLATES CC VERTICAL PANEL JOINTS TO FALL ON DIFFERENT STUDS, AT Sd AT 3' O.C. 8d AT 12' O.C. ADJOINING PANEL EDGES SDSl/4'x6' SIMPSON SCREWS SHALL BE 3X OR 4X n n~nn .~.~.. o„ ~ „~ .r~,. = UIE~ Q5.6. BLS-hEC 980 `BOTH SIDES OF Yt?LL ~. gFF.,ET VER IICFL nnNEC' `-' !3 J,~~:. A.C n' ? T G-Q N% r2) 2t 5! .~OIRTSTO HILL OC{. P~A.F~, L1I DIFFEP,ENTa'lUDS °d dT 2' QC. ud AT I ~' O.C fRAMING.A'i AOJCINW ; . PANEL EDGESaHA~6 3E. C~:.i4 s5 >~.1 GSCd ,4_:$ s'OC 2 's S ~L rIkTES 3XOH SX /HEN DBL 2X STUDS ARE USED, STUDS SHALL BE rACE NAILED TOGETHER WITH 16d NAILS AT 3' O.C. STAGGeKEU 1280 WHEN DBL 2X STUDS ARE USED, STUDS SHALL BE FACE NAILED TOGETHER WITH 16d NAILS AT 2' O.C. STAGGERED Project Name: Project #: Initials: Date: Sheet: e,e ~ ~~ - H I7 2 Z W :.,,....,:,. 1- STORY WOOD. SHEARWALL LINED i LINE: 2 Lateral Force: 5600 plf Lateral Force: 4050 plf Trib. Length: 1 ft Trib. Length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 21 ft Total Wall Length: 15.5 ft Short Wall Length: 10.5 ft Short Wall Length: 4 ft Wall Height: 10 ft Wall Height: 10 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 8 ft Trib. Width: 22 ft Wall Weight: 15 psf Wall Weight: 15 psf DL factor: 0.67 DL factor: 0.67 Force: 5600 Ib Wall Force: 4050 Ib Wall Shear, V : 267 plf B Shear, V : 261 plf 6 TotalO.T.M: 56000 ft*Ib TotalO.T.M: 40500 ft*Ib Short Wall O.T.M: 28000 ft*Ib Short WaII O.T.M: 10451.61 ft*Ib Short Wall MR: 17088.75 ft*Ib Strap Short Wall MR: 4720 ft*Ib Strap Uplift: 1576 Ib sTHDS Uplift: 1822 Ib STHDS LINE: 3 LINE: XXXX Lateral Force: 11000 plf Lateral Force: 0 plf Trib. Length: 1 ft Trib. Length: 0 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 22.5 ft Total Wall Length: 0 ft Short Wall Length: 8.5 ft Short Wall Length: 0 ft Wall Height: 10 ft Wall Height: 0 ft Roof DL: 20 psf Roof DL: 0 psf Trib. Width: 22 ft Trib. Width: 0 ft Wall Weight: 15 psf Wall Weight: 0 psf DL factor: 0.67 DL factor: 0.67 Force: 11000 Ib Wall Force: 0 Ib Wall Shear, V : 489 plf C Shear, V : #DIV/0! plf TotalO.T.M: 110000 ft*Ib TotalO.T.M: 0 ft*Ib Short WaII O.T.M: 41555.56 ft*Ib Short Wall O.T.M: 0 ft*Ib Short Wall MR: 21313.75 ft*Ib Strap Short Wall MR: 0 ft*Ib Strap. Uplift: 3209 Ib STHD10 Uplift: #DIV/0! Ib N/A Project Name: Project #: ~ Initials: Date: Sheet: z w - z " z z m _ ....:......... 7- STORY WOOD 9HEARWALL LINE: A LINE: B Lateral Force: 6272 plf Lateral Force: 8512 plf Trib. Length: 1 ft Trib. length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 22.5 ft Total Wall Length: 19.5 ft Short Wall Length: 5.5 ft Short Wall Length: 4 ft Wall Height: 10 ft Wall Height: 10 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 32 ft Trib. Width: 29 ft Wall Weight: 15 psf Wall Weight: 15 psf DL factor: 0.67 DL factor: 0.67 Force: 6272 Ib Wall Force: 8512 Ib Wall Shear, V : 279 plf B Shear, V : 437 plf C TotalO.T.M: 62720 ft*Ib TotalO.T.M: 85120 ft*Ib Short Wall O.T.M: 15331.56 ft*Ib Short Wall O.T.M: 17460.51 ft*Ib Short Wall MR: 11948.75 ft*Ib Strap Short Wall MR: 5840 ft*Ib Strap Uplift: 1332 Ib STHDB Uplift: 3387 Ib STHD14 LINE: D LINE: XXXX Lateral force: 2912 plf Lateral Force: 0 plf Trib. Length: i ft Trib. Length: 0 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 26 ft Total Wall Length: 0 ft Short Wall Length: 8 ft Short Wall Length: 0 ft Wall Height: 10 ft Wall Height: 0 ft Roof DL: 20 psf Roof DL: 0 psf Trib. Width: 8 ft Trib. Width: 0 ft Wall Weight: 15 psf Wall Weight: 0 psf DL factor: 0.67 DL factor: 0.67 Force: 2912 Ib Wall Force: 0 Ib Walt Shear, V : 112 plf /1~~ Shear, V : #DIV/D! plf TotalO.T.M: 29120 ft*Ib TotalO.T.M: 0 ft*Ib Short Wall O.T.M: 8960 ft*Ib Short Wall O.T.M: 0 ft*Ib Short Wall MR: 9920 ft*Ib Strap Short Wall MR: 0 ft*Ib Strap Uplift: 289 Ib STHDS Uplift: #DIV/D! Ib N/A Project Name: Project #: Initials: Date: Sheet: ~~ LOAD ROOF: 55 PSF ROOF OVERHANG: 0 PSF WALL: 17 PSF FLOOR : 0 PSF MISC: 0 PSF TOTAL LOAD = 2370 PLF FOUNDATION WIDTH = TRIB AREA 40 FT 0 FT 10 FT 0 FT 0 FT 1.58 FT USE 2' - 0" WIDE, 10" THICK, FOOTING WITH (2) #4 BAR AT BOTTOM INTERIOR FOOTING LOAD TRIB AREA ROOF: 55 PSF 25 FT ROOF OVERHANG: 160 PSF 0 FT WALL: 36 PSF 10 FT FLOOR : 0 PSF 0 FT MISC: 0 PSF 0 FT TOTAL LOAD = 1735 PLF FOUNDATION WIDTH = 1.156667 FT USE 1' - 6" WIDE, 10" THICK, FOOTING WITH (2) #4 BAR AT BOTTOM Project Name: Project #: Initials: Date: Sheet: ~~ T L7 ~ _ 0 Z V' Z Z W .........:...:... N SPREAD FOOTING FD OTIN6 MARK: Fl Vertical Loads: PDL (k): 16.5 PLL (k): 28.7 Pu (k)c 71.9 FOOTING DIMENSIONS: Short (ft): 5.5 Long (ft): 5.5 Vol. (yd3): 1.12 Moments: MDL (k-ft): 0 MLL (k-ft): 0 MU (k-ft): 0 Punching Vc (psi): 168.0 Wide Bm Vc (psi): 85.0 Footing Depth: 12 in Depth of Steel : d (in): 8.50 in Properties: COL.L(in): 10.5 Qt: 0.85 COL.W (in): 5.125 qa (psf): 1500 f'c (psi): 2500 ,0~: 2.05 fy (psi): 60000 e (ft): 0.00 Ult. Ratio: 1.59 qu (psf): 2386 gmax (psf): 2377 Ok gmin (psf): 2377 Wide Bm Shear Cap. (Ib/in) > Shear Force (Ib/in) 722.5 > 317.7 OK Punching Shear Resistance (k) > Applied Force (k) 93.2 > 67.6 OK STEEL IN LONG DIRECTION: Check p L' long (ft): 2.31 of (psf): 2377 p: 0.0017 Mu (k-ft): 6.35 bar size: 4 Min p: 0.0033 As req(in2/ft): 0.17 area of bar: 0.2 Max p: 0.0134 b dia: 0.5 Use p: 0.0022 No. of bars: 5 Less than pmax, Ck STEEL IN SHORT DIRECTION: L' short (ft): 2.54 bar size: 4 Check p Mu (k-ft): 7.64 area of bar: 0.2 p: 0.0020 As req(in2/ft): 0.21 b dia: 0.5 Min p: 0.0033 No. of bars: 6 Max p: 0.0134 Use p: 0.0027 Less than pmax, Gk DEVELOPMENT LENGTH OF LONG AND SHORT 8TEEL: Ld (in): 24.0 Greatest Ld: 24.0 Ld (in): 12 Available Ld: 33 Ld (in): 12 Ok b dia: 0.5 Project Name: Project #: Initials: Date: Sheet: 2 eie ./~ ^ ~ r SPREAD FOOTING FOOTING MARK: F2 Vertical Loads: PDL (k): 2 PLL (k): 4 Pu (k): 9.6 FOOTING DIMENSIONS: Short (ft): 2 Long (ft): 2 Vol. Iyd3): 0.15 Footing Depth: Depth of Steel : d (in): STEEL IN LONG DIRECTION: L' long (ft): 0.50 Mu (k-ft): 0.30 As req(in2/ft): 0.01 STEEL IN SNORT DIRECTION: L' short (ft): 0.50 Mu (k-ft): 0.30 As req(in2/ft): 0.01 Moments: Properties: MDL(k-ft):0 COL.L(in): 12 Qj: 0.85 MLL (k-ft): 0 COL.W (in): 12 qa (psf): 1500 MU (k-ft): 0 f'c (psi): 2500 /3~: 1.00 fy (psi): 60000 e (ft): 0.00 Punching Vc (psi): 170.0 Ult. Ratio: 1.60 Wide Bm Vc (psi): 85.0 qu (psf): 2400 gmax (psf): 2400 Ok gmin (psf): 2400 12 in Wide Bm Shear Cap. (Ib/in) > Shear Force (Ib/in) 8.50 in 722.5 > •41.7 OK Punching Shear Resistance (k) > Applied Force (k) 118.5 > 2.6 OK of (psf): 2400 bar size: 4 area of bar: 0.2 b dia: 0.5 No. of bars: 1 bar size: 4 area of bar: 0.2 b dia: 0.5 No. of bars: 1 Check p p: 0.0001 Min p: 0.0033 Max p: 0.0134 Use p.• 0.0001 Less than pmax, Ck Check p p: 0.0001 Min p: 0.0033 Max p: 0.0134 Use p.• 0.0001 Less than pmax, Ok DEVELOPMENT LENGTH OF LONG AND SHORT STEEL: Ld (in): 24.0 Greatest Ld: 24.0 Ld (in): 12 Available Ld: 12 Ld (in): 12 Development II b dia: 0.5 Project Name: Project #: Initials: Date: Sheet: edited 6/3/02