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APPLICATIONS, CO, MULT DOCS - 06-00474 - Dr Scott Hardy - Medical Office
-Z O "'~ ~ "~ m I'PI n W 70 t11 0 ~ ...~ z "'~ ~ ~- E Z ~ -i o D ~ ~ S ~ C 0 o m ~ ~ ~ -DG (n c o~ m m~ Z -o a ~:. ~ ~ -~ W 'p 7 N ~ y N ~ ~ m a o O ~ coi `~ o ~, ~ n c 3 9 ~ C7 /~ d m,~ o C O ~ ~_ ~ m~.' a G n °- ~ f O DZ 7 a N ~ ~ - c L` o ~ ~ ti v s o m '~ c m ~ p v ~ ~_ ~'a ~ ~ "~ o ~ 2 m C ~ m ~ 3 T1 a M 3 ~ D m o c f/1 ~ ~ ~; -~ o ~ o m d 3 ~ °~° ~ Q~ Z ~ a Z -~ ~ ~ sz D _ ~~ ~° v Q ~ m ITI 0 m°~ vSi ~: ~ -~I cfl Z ~ co ~ TI C v Q ~ N O fD D c ~ N N N ~ O ~. m ~ ,O O ~ /~ m c~ cfDi c. ' O ~ ,.. ~ N 'A Q N ~ . ~ n V! m F a .o C O ~, ~' f7 ~ ~oo~o ~.m_ ~. a a ~ ~ -~ p ~ o, c'~ --i m O m w ~ ~ ~ p~ ~ ~ ~ ~'~a3 ~ o ~ ~ ~~ y Z, N ~. 3 a~~ ~ ~ 'FS ~ y ~ ~ C 'a. o ~ ~ "'~ -1 ~ p ~ O , o ~. ~ ,,, Z ~_ rt G1 ~ ~ ~ doQ~ ~ v 'CC ~ ~ ~, p O H .yi~ _ ' ~ n W 7 O ~ ~ ~ ay ~.~ a ~ s~ ~ ~ N : _,n ~ G. ~ ~ ~D ~ 7 K ~ Q - ~ 01 .- ~ Q a a ~ C ~ W n M ~. <D < ~ Q, ~ ~ O a ~, `~. o 0 ~~~ g ~~ 3 m ~ `~ Q- y ~~~ ~ ~a~ o ~' ~° ~ rn Q. M ~ ~ 3. = S ~ ~ Z 01. (Q 7 7 C H Q ~ ~ 3 y D z ~- 0 n v N C v ,~ m z ~k 0 a~ 0 0 ~. N ti, `5~ c~~yo m ~% . o ac .~ • O~vOl ~ ~~ o ~ n ~ y J `~' n H 0 ti, N , n o ~ " m ' w N ~ Z m 1 N 0 N~ y ~ 7 ~ N ~ ~ 7 ~ O ~ ~ ~m?~ ~ w a ~ ~ v ~ ~ m c ~ m ~ y ~ ~ ~ ~ ~ ~ 9 Q 3- ~' 2 ~ ° Z ~ v _ ~ ~ ~ m m ~° ~~o ~,~ ~ ~ 0 c ? p -i f'1 n C 3 z O n cn T ~ 3 -~ _ "'I r . v z~ w ~~ Z ~ Z ~ ~ ~ O p o ~ Z ~m~ o ~~~ ~ ~ ~ D ~ 0 G~ _ ~ d ~ ~ f' ~ .. zm~ .° m ~ ~ ~ 3 ~ °- A S L ~ ~ y f~Z N `y O p ~ ~ < ~ 1 O (p a c, < o ~ . a CO 07 V ~ U7 A W N ~ ~ (n v v ~ v v _ ~ .. ~ -n Q. o' ~ ~ r o44~xauRc T Certificate of"Occupan~ccy A fd OITY OF ^~ ~~ -- "~ ~~~~ City of Rexburg `y'-- Department of Community Development '`'„~ f America's Family Community 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Building Permit No: 06 00474 Applicable Edition of Code: International Building Code 2003 Site Address: 420E 4th N Use and Occupancy: Dr. Scott Hardy Medical Office Type of Construction: Type V-N, Unprotected Design Occupant Load: Business Sprinkler System Required: No Name and Address of Owner: Hardy Scott 70 N Center Rexburg, ID 83440 Contractor: Bitter Root Builders, Llc 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 was inspected on the date listed was 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 was classified. Date C.O. Issued: Mav 29. 20(17 (03~3FPM1 C.O Issued by: There shall be no further change in the existing 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 Departmen Fire Department: Electrical Department • ptXHUq. oY ~ r L: 3 't' Y O f .' 1W1 W V 1\V Ameri~ra's Fnmify C:pmm~aiity July 6, 2007 To File: 06 00473 Planning and Zoning, final site visit for the Dr. Hardy Medical Office On May 29, 2007, Planning and Zoning performed a final inspection for issues regarding the approved site plan. The following items are those that are outstanding and should be A ~ addressed in order to consider the project completed: ~ Ev~t/~ ~~ ~ 1) Trash receptacle needs to be screened. ~~8 ~~~~ LL6 P bo'~~K 67~~~r sE-r ~+n 2) Landscaping needs to be completed. F^A^ ,,,,w r . 3) Proposed pedestrian amenities need to be installed (see approved site plan). 7~L~~47 ~ 4) Sidewalk along the south side from driveway to canal needs to be installed. The Planning and Zoning Department would request that a temporarX certificate of occupancy be issued that is valid until August 1, 2007, in order for the development to resolve the above stated issues. Gary Leikness Planning and ZoningAdmini~trator 19 E. Main Rexburg, ID 83-F-i0 P. O. Box 280 Phone (208) 359.3020 ext.31-t Fax (208J 359.3024 garyl@rexburg.org nnviv.nxburg.arg 3 ~p6~BU8C~0 n 9~ U ~ .; .~ .EO CITY O F REXI3URG America's Family Community ccupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone / Fax Building Permit No: 06 00474 Applicable Edition of Code: International Building Code 2003 Site Address: 420E 4th N Use and Occupancy: Dr. Scott Hardy Medical Office Type of Construction: Type V-N, Unprotected Design Occupant Load: Business Sprinkler System Required: No Name and Address of Owner: Hardy Scott 70 N Center Rexburg, ID 83440 Contractor: Bitter Root Builders, Llc Special Conditions: S~ A•~AGI'1eG~ CphC~rtlbnS 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 was inspected on the date listed was 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 was classified. Date C.O. Issued• nna~~ C.O Issued by: Certificate o ~~ ~nm r~s~s~Pnn~ rsuuamg urncia~ There shall be no further change in the existing 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 Departmen Fire Department: lectrical .' ~~ µ.GXBUR,, ~~ ~y c Va July 6, 2007 To File: 06 00473 C: 11' Y C) F 1~1~ V 1\lJ civ _ ArnerrtaS Family Community Planning and Zoning, final site visit for the Dr. Hardy Medical Office On May 29, 2007, Planning and Zoning performed a final inspection for issues regarding the approved site plan. The following items are those that are outstanding and should be addressed in order to consider the project completed: 1) Trash receptacle needs to be screened. 2) Landscaping needs to be completed. 3) Proposed pedestrian amenities need to be installed (see approved site plan). 4) Sidewalk along the south side from driveway to canal needs to be installed. The Planning and Zoning Department would request that a temporarX certificate of occupancy be issued that is valid until August 1, 2007, in order for the development to resolve the above stated issues. Gary Leikness Planning and Zoning Administrator 19 E. Main Bexburg, ID 83.1-10 P. O. Box 280 Phone (208) 359.3020 ext.31 ~l Fax (208) 359.3024 gar~l@rexbur~gorg avun~<rexburg.org Building Safety Department City of Rexburg 19 E. Main janellh@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Q~4exsugc ~i ~d CITY OF ~~~ ~ . ° REXBURG America's Family Cammunih os o04~4 Business Application ~ (fox the purpose of wastewater peg 1. 2. 3. 4. 5 Dr Scott Hardy Medical Office Type of business or establishment? ~^EQ~~`. owl GE Will this business be doing any type of food preparation or cooking? What type of food preparation or cooking will be done? Na Will there be any deep fat frying? Yes No X Will the facility have food disposal systems? iUU 6. Are you a business planning to occupy an existing building? ~D or, are you designing a new facility? YE;~ 7. Will your business have chemical storage? Yes No 8. Will this facility operate year round? Yes < No 9. Will there be any grease traps or sumps at the facility? Yes No ~- 10. Will there be any types of chemicals used at this facility, other than household cleaning solutions? Yes No 11. Is there any manufacturing of products at this facility? Yes No _y~ ~~2~/O6 plicant Signature Date ('TTY OF KEXB UI~G BTJILDING PERMIT APPLICATION Please 06 00474 19 E MAIN, REXBURG, ID. 83440 If the que, p r Scott Hardy Medical Office 208-359-3020 X326 n PARCEL NUMBER:1~~~(~(~b~~~ r~ OC~I~ (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# Is based on the Intormatton -must be CONTACT PHONE # 3 5 (o - 91 D ~ PROPERTY ADDRESS: 38 Z E, ~~~' I~o(L-trl ST PHONE #: Home ( ) Work ( ) 35Co-~tlbo Cell ( ) OWNER MAILING ADDRESS: "Ib l~, LEA-1TiER- CITY: IZE~BuRt-, STATE: T~ZIP: fib EMAIL F APPLICANT: (If other than owner) J '~ `ter A55a~tA T~5 . ~~z~['r 1yI ~~a~t~.a-,.~~ (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS IIS2 ~bNA A~~~. STS.. /~ CITY: ~ExBukG., STATE; Z~ ZIP 5340 EMAIL FAX 3.Sq -2271 PHONE #: Home Work ( )351-2-3o`f Cell( ) 3`16 -Do Z2 CONTRACTOR: ~--tTE-2-2,eo-r l~y-Lp~~-5 MAILING ADDRESS: 1152 }3cr~~ a~~ $TE. G CITY ~kx-3u,2~ STATE S~ZIP g3'~y~ PHONE: Home# Work# 3 5 `~' - o $ 20 Cell# ~90 - 3Z9 3 Fax# 3 S 9 - 227 ~ EMAIL IDAHO REGISTRATION # & EXPIRATION DA How many buildings are located on this property? _~' Did you recently purchase this property? No es f yes give owner's name) ~wq-fr1rL ((~~~{~.ISE,-b (~' Is this a lot split~~ YES (Please bring copy of new legal description of p l~ L~ ~ U 1S PROPOSED USE: Gpr1 r1 E2ci ~ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Additi .) F ~ 5 20~~ S._P APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATIO un er penalty of perjury, I hereby ce fy that have read this application and state that the information herein is correct and I swear that any information which may h reafter e -~ Planning and "Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to m~y i ~ t} s ~a i~ ela to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-men ones' .fAt The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fac in the application or on the plans on which the pexxnit x approval was based. Pemit void if not started within 180 days. Permit void if work stops for 180 days. ~ r~~-~~ g t ~/ 2 5 / o~ Sigtfature of Owner/Applicant L DATE Do you prefer to 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, anuary L 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear** 2 ' ` BUI~ 19 E. Main Rexburg, ID 83440 g Safety Department City of Rexburg janellhQrexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 Notary Public of Idaho CITY O F REXBURG __.~ ~, America's Family Community Affidavit of Legal Interest State of Idaho County of Madison I, ~-" ~ , Name City Address ~l ~3~'yv 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 rec~~er of the property described on the attached, and I ant my permission to: ~ ~~,.,~ (a,,.p _ .~.o., ~~~ 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 ~S`4'`-~ Subscribed and sworn to before me \\~~~~~~iililil~~~~~ \\~\~~IGV~~~~~ ~ n i ui~~~gsj~~ ~i ;2 , _ ~= NOTARY -~ - PUBLIC ~ _ cS~j','~•, ~ •~`~O ~~ ~'~grFiOF 10P~~`~ `~p4 gEXB UIpC'7 v c ., 'e~~SMED Residing at: a~ 3ggS S ,,: ~k i~,,,,_ o ~ T~ ~3ycl~ My commission expires: t~~ „ Please complete the e~ire A lication! pp . f If the question does not apply Sll in NA for non applicable NAME ~2. Ha2 ~--( PROPERTY ADDRESS 38 2 E , N ~ t-~tirc+~ Permit# SUBDIVISION Dwelling Units: ~~ Parcel Acres: • ~ 2 SETBACKS FRONT ~S ~ SIDE U ~ SIDE 15 ~ BACK_ _ 30` Remodeling Your Building/Home (need Estimate) $ Zbo, o00 --- SURFACE SQUARE FOOTAGE.• (Shall include the exterior wall measurements of the building) First Floor Area 2~ 20 ~ Unfinished Basement area 1~~ Second floor/loft axea ~" Finished basement area .~ Third floor/loft area ,0' Garage area .0' Shed or Barn ~' Carport/Deck (30" above grade)Area 0'" Water Meter Quantity: (Commercial Only) Required.--- To ,~ ~ .~~T ~~ ~~,~ ~ PLUMBING Plumbing Contractor's Name: Busi U ~~b ~ C ~'M ~~' Iz-"'Ct o Address City G~ !3! D Contact Phone: ( ) Business Phone Email Fax FIXTURE COUNT (mcludingroughed fixture ~- Clothes Washing Machine _~ Dishwasher Floor Drain -~ Garbage Disposal ,~ Hot Tub/Spa _~ Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ Required! Signature of Licensed Contractor The City of 1~ Water Meter Size: l ~ ~~-I ~~ ,P' I~ ~^ .L- w a~ci neater ,~ Water Softener License number Date 's permit fee schedule is the same as required by the State of Idaho 4 Please complete the ent~ Application! If the question doesgot apply fill in NA for non applicable NAME ~p'C PROPERTY ADDRESS 3 -~ Permit# SUBDIVISION Required.!! MECHANIC~1 Mechanical Contractor's Name: Busy Address City, ~o ~r~ DtiT~l2-wt~a~D Contact Phone: ( ) Business Phone: ~ i !75 Email Fax Mechanical Estimate $ (Commercial/Multi Family FIXTURES ~ APPLIANCES COUNT (Single Family Dwellin ~_ Furnace Z 3 Furnace/Air Conditioner Combo .(~~ Heat Pump ,~' Air Conditioner ~ Evaporative Cooler -~ Unit Heater .(~" Space Heater 1.- Decorative gas-fired appliance Incinerator System ~~ Boiler ~~ r`auge r~vou v curs ~ Cook Stove Vents Bath Fan Vents other similar vents & ducts: -~~ Pool Heater ~~ 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 Hydroruc 1V.~echanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on pla s. Regtured! Signature of Licensed Contractor License number The City of Bexburg's permit fee schedule is the same as Date by the State of Idaho 5 Dec, 6. 2006 3;37PM No, 3261 P. 6 P1e~se corn lets th • ~ • ~ c entire Application. If tiie question does nat apply 51l in NA for sort applicable ~ NAME _ ~~d S h-t,t~1 ltd'(- O ~Y~GC' PROPER'I'S~ ADDRESS ~~ T 4 T ~ Permit# SUBDIVISION 11~tacC•t~kii2-» ®1 ytgto~.l '}~. .~ec~~re~d.!~~ 1l ~E+~.~~14.1 ~1+~.~.~ Mechanical Contractor's Name: ~"~~~ P~ ~'~ Business Name: ~~~ ~~ ~~ Address __ 7 G (O I~t ~~%~(i~0-a5~~ ~(~tvY ~~ty-~"v '~.'„ "'s ,,..,State ~ 0 ~F Ffo ~p pf 3 Contact Phone: ( ) ~, a'G _ ~ 7? d Business Phot~c: ( ) ~ h~ - PJ 770 Email Fax Mechanical Estimate $ ($ "1~y ,Commercial/ ulti Family Only) FIX ~7JRES & A1'~'.,~.rAN~S C()U1V 7' (Sr'ngle FamilyT3cvellrrJg ~rrly) Furnace Exhaust or Vent Ducts Fuxrlace/Alt Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heatex -Space Heatex Decorative gas-f red appliance Incinexatox System ~,,,,,~, Boiler ~, Pool Heater Dryer Vents Range Hood Vents Cook Stove Vents ,..._ Bath Fart ~cnts other similar vents cgL duos: Fuel Gas Pipe Outlets including stubbed in or fixture outlets Inlet Pressure {Meter Supply} PSI ,I-ieat (Circle alI that apply) Comas Oil Coal Fireplace F.lectsic Hydxonic Mech "cal Sitzir~~ Calculations must be subm~.tted ~ ar,s & ~i t' ~n ai*it of Delivery must be shown on Mans Ite~quued! Siva of Licsnsad Cenixactor License number rke rcbeduk dr the .rye ar vagrared by the ~~~uv~ T~xtc ~ D EC 1 3 2006 CITY OF RFX~I~C Dec, 6. 2006 3;37PM Pease cQrnplete the entire Application! NAME {+~'6~ `( If the question does not aPP~ >~lt in NA far ton applicable /k ~ ctukt,. O IEI~tt-~. PROPERTY,'' ADDRESS fc-/-F,T ~4 ~ f~ oar ~' Pe~xiit# SUBDIVISION Ut/kc,t~a%~ DtV~Sto~.( Z Dwelling Units: Parcel Acres; No. 32b 1 P, 5 SETBACKS FRONT SIDE SIDE BACK Remoderiz~g ~'orul3uildr'ng/Home (need Estimate) $ SLrl~F,~C~' Sf?UAREFC?OTAGE,• (Shall include the exterior wall measurements of the building} First Floor Area Unfinished Basezxtent area Second float/loft area Finished bascm,ent area Third floor/Loft area Garage area Shed ar Sant Carport/Deck (30" above ~tade~Area Water Meter Quantity: ~".,.r.:.:;;:=,~.<:r::x,K~.:.: ~:.;~~ Water Meter Si~e• h~egr.ed.!~~ ~LIT~IB.~N~ 11 Plumbing Contractor's Name: ~!~C ~~i ~ ~t ~ Business Nanxc: ~ ~'~ Address 'I (oto 1~ "~~ e~s~rt~ N~ Y. city ~~~~/~ State t C~Ar too Zip ~ 3 ¢ 4fl Contact Phone: ( ) ~'1 ~ ' $ ? 70 Business Phone: ( ) '3,? G '" ~ ? ? ~ Email. Fay FIXTCTRE ~ UtV7' (~;n~,~hed fixtures, ~, Clothes Washing Machine _ //~ Dishwasher .,~_ k~oor Drain 1 Garbage Disposal _~' Hot Tub/Spa ~_ Sinks (T.avataries, lcitcher~s, bar, mop) Plumbing Estimate ~ ~ ~~ ~ (C¢mmercial Only) ..~~>>~_ R ig~aa of Licensed ~aac~acta= The Cfty afItexba~ _~~ SpxinlClexs '~ Tub/Showcxs ~- Toilet/Uri:nal _~ Watet Heater Water Softener -~~ 7tdd fes lcbad~le u the .mme r~,r ~rgrand by fhe State oEc G1TY Q~ R~X~~1~ Building Safety Department City of Rexburg 19 E Main janellhC~rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 a~ ~tixapRC ~y^ ~d U ~ > 7O ~`'=~~o C[ T Y O F T~EXBURG ---- c~v ----_ America's Fwmily Community OWNER'S NAME 'C-a2 . ~.2~y PROPERTY ADDRESS !-}~~( ~, ~rn suBDrvlsroN `~Nall!x;~ ~c~~ r ~, r,n PHASE LOT ~ BLOCK~_ Permit #06 00474 420E 4th N Dr. Scott Hardy Medical Office Required!~~ ELECTRICAL Electrical Contractor's Name /'~/"/''O~'! Address .3 g~~f ~.~/Z.SI~ City ~'e Name f~l o'ZYT t h B?K ~lE'C.l^~C fl Zip~lf0 Cell Phone (zos'j 39a- 2/Z(' Business Phone (zo$')3 r'P'Z~Z,~ Fax (204') 3t"9-2/Z6' Email ~'7~.:~Q$l~t~~tG~~"ic.~`jtrhO.Ca+n-1 0~. ~= Electrical Estimate (cost of wiring & labor) $ ya• (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* K 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 permit 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 inspecti s. dditional inspections charged at requested inspection rate of $40 per hour. Signature of Licensed Contractor License number Date The schedule is the ,came as required by the State 6 Buildi~ig Safety Department" ~o ~tiXBUR~~~ City of Rexburg ~~ '~ 19 E Main janellhCa3rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 - CITY O F REXI3URG America's Family Community OWNER'S NAME L ~-, ~'~ PROPERTY ADDRESS 3 82 ~'` Permit# SUBDNISION PHASE LOT BLOCK Required.!! ELECTRICAZ 0 Electrical Contractor's Name Busine U i°o ~ Address City Cell Phone ( ) Business Phone ( ~ 1 D Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ (COMMEF TYPES OFINSTALLATION(RESIDENTIAL) (New Residential includes everything contained within the residential structu~ ~-- Up to 200 amp Service* .~ 201 to 400 amp Service* G~pLCT,a ~t 61`~ ,~ Over 400 amp Service* -~ ~A Existing Residential (# of Branch Circuits) "1- 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 permit and no additional wiring) Modular, Manufactured or Mobile Home -J /k Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ 1.1 Ik 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. Date Signature of Licensed Contractor The License number 's permit fee schedule is the .came as the State of Idaho 6 Build g Safety Department City of Rexburg 19 E. Main Rexburg, ID 83440 janellh@rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 ';O~ REXB URG,~ U ~ ,, ~., CITY O F REXI3URG .__ America's Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO APPROVED BY: -APPLICANT INFORMATION: ,1 II Business Name: 7R. S~drr i+AR.D'~ Office Address: 7D ~. GtiN-rER- ~u~ uu =~ 83 ~l Ito City State Zip Office Phone Number: ( ) 3 SCE - a toD Contractor Performing the Work: 3t~-ir ~ ~~-*- r3~ ~~c rLs Contact Person: ~tGt~AfL~ I~A~ i S Cell Phone # ( ) 3q0 - 3243 -LOCATION OF WORK TO BE DONE: Street Address Where Work Will Be Done: ~~'` 02 Business Name Where Work Will Be Done: ~. -f D ~'' ~ 3 ~~ ,~ Dates For Work To Be Done: c-r• 1 , 2QD(o To F~~s . 9.007 Contact Person: ~~u-1Aiz~ l7RV iS Phone Number: ( ) Cell # ( ) 3`1~-3293 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 / ~ r gl2S ~d.6 ppli ~ant~s S~gnature ................................Data...............................~ 7 • .. SUBCONTRACTOR LIST Excavation & Earthwork: ILA t) E ~ ~orl 5'r R ~ c"I'i a ti~ Concrete: ~- Masonry: }~ l~' Insulation: ,~, i~~A t`1 G~ s7 ~ ~ S c) ~ A'C,o r~ Drywall: ~ ~ ~ S-1'o v~-I~;2`(~ A• ~ L- Painting: ~ ~ ~ ~ ~ ~ ~ 9~fLD F>r ftnrtR c ~A IrJ'f'-np U' Floor Electrical: Special Construction (Manufacturer or Supplier) Roof Trusses: ~-•1lLL~~ ~y~~t7r~tG Jr V P?t.`-t' Floor/Ceiling Joists: ~iL/~ ra IL Li n-( ~UV r~~ r tib~ S~ PP~'f Siding/Exterior Trim: I~A~I i5 f ~A 5~"'r~tZ-~tGf •~ ~ EXEMP'TI~S FROM STATE RE~TRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho:gov/cont.htm) ^ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors/Journeyman, 12 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only. registration required), or 50 Installation of heating, ventilation and air conditioning systems ^ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ^ Employee of a US Government agency (State, City, County, or other municipality) ^ Public Utility doing construction, maintenance, or development to its own business ^ Involved with gas, oil or mineral operations ^ Supplier doing no installation or fabricating ^ Contracting a project or projects with a total cost less than $2000 ^ Operation of a farm ar ranch or construction of agriculture buildings exempt from Idaho Building Code ^ Any type of water district operations ^ Work in rural districts for fire prevention purposes ^ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not fox resale within 12 months ^ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ^ Real estate licensee/property manager acting within Idaho Code ^ Engaging in the logging industry ^ Renter working on the property where they live with the property owners approval ^ Construction of a building used for industrial chemical processing per Idaho Code ^ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Signature Print Name Date 9 • .Permit #06 00474 Dr. Hardy Medical. Office MEMORANDUM TO CITY STAFF Date: October 26, 2006 From: Stephen Zollinger, City AttorneyG~~i l~ To: P & Z personnel and Building Department personnel Re: Interim allowances for construction within the City Pursuant to discussions that took place over the course of the past several P&Z meetings, and within the office over the past several weeks, the following matters should be handled consistent with the anticipated adjustments to Ordinance 926. 1. Properties located directly to the East of the Walker Addition 2, which are currently zoned MDR should be processed for building and zoning purposes as if they were within the same zone as the rest of the Walker Addition 2. 2. Premier Performance Products remodeling project should be processed for building and zoning purposes based upon the actual number of employees and parking stalls, and not the spaces per square foot ratio. These actions are based upon the intended modifications that have been supported or recommended over the past several discussions. ~~~~o~~~ OCT 2 6 2006 CITY OF REXBURG P.O Box 280 ~y .~ ,~rr~t.,~_~~_F___ y g of atzeukp ~ It of Rexbu r • 19 E. Main .St. ` ° I'lG~~.G Rexburg, Idaho.83440 r -`~-'--~~"''-~~ -~ Phone (208) 359-3020 Arnertea's Famlly Community STATE OF IDAHO Fax (208) 359-3022 e-Mail October 30, 2006 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a building permit be issued far: Footings and Foundations only at: 420E 4th N Rexburg, Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all re osibility for the issuance of a partial permit and further agree that any work erformed and his permit will be removed or otherwise corrected to be in accord w, jtkrt r irerr}~r is oft final approved plans when a permit for the entire buildingo struc, re s final v Ql:ant Dated: Monday October 302006 .Approved: Monday October 30 2006 CITY OF REXBURG J Nell Hansen Permit Coordinator /Tech ASSOCIATES Architecture & Interior Design Phone (208) 359-2309 Fax (208) 359-2271 1152 Bond Avenue Suite A Rexburg, ID 83440 vwvw.j rwa.com L_J 06 00474 November 2, 2006 Rexburg Building Department 12 North Center Rexburg, Idaho 83440 ATTN: Val Christensen RE: Dr. Hardy's Property Dear Val, I contacted the Rexburg Canal Company to obtain the encumbrance letter requested, but the adjacent parcel is actually dedicated to the City of Rexburg. The canal is included in the right-of--way for Barney Dairy Road (see attached drawing). I am also including the grading and drainage as required. DC~~~o~1~ f~!OU ? 2000 CI-fY OF REX~URG Dr. Hardy Medical Office Qualifications Certified By: N. C. A. R. B. -National Council of Architectural Registration Boards ~~ Zm DO p5. ~ ~~ ~ ~I~ azo ~ t-' ~ ~ ~ ~ ~ Q y 0 ~ ~ ~ tp ~ O N O ~; N ~ ~ -P y ~ ~ ~ D rn ~ ~ \ ~ ss~0 ~~~ ~ ~ Z ~ m ~ ~ ~ c ~ Z ~`~A ~ ~~ N •00'i,'~ ~ ~ m y O ~S `'' ~ ~ ~ oo .00'9L l ~ D ~ ~ ~ io0 I S01'41'06"1 .w m 0~ y ~/ ~ \ ~ ~ ~ r M„£ l~Z 1.00N r~ ~ 222.94' s ~ ~ a ~ ow ~ ~~a~ o orb' I .a ~ oS. ~ ~ O ~ / ~ ~ ^ ~ Obis ~N ~''~N/ ~ N ~O..c~n C7 r ~\ \N N / ~ ~~ ~ ~ ~ N01'S3'05"E W N \ ~~ ~ D ~ ~ 282.00 ~ ~ ~ ^ ~ ~~~ ~0 ~ Q y W A ,.\ ~ 8j•?1 CAS ~ ~ ~ ~ w ~~ 1d~~d~ N ,Mµa~,~Z 6~ ~~ ~~ cn ~ n o~ ,~ z ~o n ~ CJ "i`1 '~ ~ ;v o ~~ ~~ ~~ ~~ ~.P 7n . ~~~ 4~ ~ ~ ~ Z CJi W ~~ p£"1 ~ ~ o O N W ~~~ N ~ i ,os ~,o£ I ~. •.~ N ° ~' ° r m ~ c c i c Zook o Z ~ ~N~ NDO'p' Z~~'Itnt7 ~ fn ~ ~ m' 7 ~ , f ) • -' _ ~~ _ X44 -~~\ .'69'90£ ~ 3, ------------ s-a------ N - N °° 1N3W3Sb'3 Nlb'W ~J31b'M O V V V ~ n ~ ~ `/ D ~' Z D rW ~ z m ~ ~o o o °' ~ `° rn ~ ~ a N ~ O Y ~ ~ ~~ mZ N C O ~, ~ ~z ~ z m ~ n ~o z ~ ,-~ ~ ~ o ~o ~ ~~~ ~ z ~ o~z ~~ ~ BOO ~~ ~ ~ -~ ~ Cr' r- T ~~ gi ~E, e, e a a T g ui~ ~ E, es 1152 BOND AVENUE, SUITE C REXBURG, IDAHO 83dd0 (208) 359-0820 Fax: (208) 359-2271 E-mail: bitterrootbuild~w~cableon~net FAX TRANSMISSION COVER SHEET Date: / ~ - `~ / -' O ~ To: Ica 1.,~ ~a~~ O,fr C ~-~-~ aF 2-~,~ Fax: ~ 5Ci - 3t~ Zz- Sender: ~ ~~ ~ ~ a, u. S YOUSHDULD RECEIVE PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL 208-359-2309. s 6001 l00 'd bt6# Z l ~ 5 l 900Z/ l£/0l filar : woad • 4943 NORTH 29TH EAST, STE A IDAHO FALLS, 1DAt{Q 834D t E-MAIL: ESZ~aESZENG,COM PHONE: 1208) 55Z-9874 FAX: 1206) 552-9302 October 25, 2006 Attn: JRW & Associates Re: Dr. Rardy Office Per your request we have provided floor joist options and interior footings for the Dr. T-lardy Office building. We also resized: the exterior footings dne to the increased load from the floor. Attached are joist and footing calculations. We have also provided typical dlrtails for construction. If you have any questions or comments regarding this matter contact our office. Sincerely, ~- ~-~~- ~^ ~~ ~' Bradley Bateman Project Engineer 600/ZOO~d bL6# Zl:9L 9002/l£/OL MaP:woad • ,,~~~~ ;, , ~a N s`~ ~ ~J ~ ~ a - $ 4 5, .~.g ~j 4 -..,~.~ ~i `:~,~ 1 J ~ 4x;' _,~_ - ,. f ,~ . ' o 9 2 ~~;~ i l ~ ~~z` +. --?_' } ~ /' ~ ~~ ~ f P = spa ~ ~ i~ '~~s ~ L u ~G i ~j f -s a e ~ S' °~~ ~ .. .Z.c -"" a ~ ~ - 1 ! v~j ~ h' ,.; D s~~. ~ ~ D ~ ~ ~~ ~~ .:_ ! .; ~, ~ ~ r > .. f _. ~ Y . g, _ .! +, ,. ' ~-' ? ~~ R a. ~ ~~ ~ c ~ ~ I (. 4~~ _P~.. r. _ !D ! r: 1 ..~ E - ~ ° ~ -- D s _D ~n .n :J _ ~ 4 Pn 9 ~ ~ ! ( 1 ~ ~-.. .m. .P = t v~"• ~~ ~ ~ ~ ~ i 1`3 ~ J ~ ~ ` ~ f P r^ F f ~ 1 ~ ~ ~ ~ ~ ~ ~ "~, ~ y ~ ~ ir~ 9 ~ ~ ~ ~ ~~ ~. F z3 ~ ~ ~.. ~ ~ 111 ~ ~.`` w~'~ ~ ~. 1 5 c~ g u:c .~ .? <; ~. SE rr^ 4 ~ ~ ~ C`t ~ « ~ t t i? ~ ~1 ~c 'a`~ #'~ gas 'i ~ ~ Sr1 $ i 1 1. r^~ ~n yet 'F: C% a ig `k'_ -- ~~ ~~.~r r `-"^` ~ ... .. ~ ~ ~ - .e.,. .~ ~ fit ~~ °'A'~<~ :F f ~ ' '~3- 600/£00'd bt6# z~~9L 9002/LE/OL ~ar.woa~ z I N KEYNOTES: 1. CONT 2x BOTTOM PLATE, SEE SHEARWALL SHEDULE, 16d NAILS AT 6" O,C. MIN 2. FLOOR SHEATHING, SEE PLAN 3. CONT RIM JOIST OR I-JOIST 4. CONT 2x WOOD SOLE PLATE 5. 8" THICK CONCRETE WALL W/ #4 AT 12" O.C. CONT HORIZ 6. #4 DOWEL AT 18" O.C. 7. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 8. COMPACTED SUBGRADE 9. FINAL GRADE 10. EDGE NAILING. 8d NAILS AT 4" Q.C. 11. WALL SHEATHING AS OCCl1RS 12. BLOCKING AT 24" O.C. ~i'~y~ 13. ~"~i ANCHOR BOLTS, SEE SHEARWALL SCHEDULE FOR SIZE AND SPACING (MAX SPACING 48" O.C.) 1919 NoR'f H 14Ifl TiASI; 3[B A ~oneroFau,mmwroeo~ WDOD SPUD WALL AT IFOUNDATTON ~.~~~ F : (~) 35D9702 600/b00'd bt6# £191 9002/l£/Ol ~rnu.cau.~a: r------~ 13U Map:woa~ 1. LK \J z ifl I N JSEYNO'I'~5.;. 1. CONT 2;x BOTTOM P-LATE, .SEE SHEARWALL SNEDULE, 16d NAILS AT 6° O_C. MIN 2. FLOOR SHEATHING, SEE PLAN 3: GONT RIM JOIST OR I-JOIST 4. CONT 2x WOOD SOLE PLATE 5. 8" THICK GONCREfE WALL W/ #4 AT 12" O,C: CONT HbRIZ 6. #4 DOWEL AT 18" O.C. 7. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 8. COMPACTED SUBGRADE 9. FINAL GRADE 10. EDGE NAILING; 8d NAILS AT 4" O.C. 11. WALK St-IEATHING AS OCCURS 12. FLOOR J015TS, 5EE PLAN 13. 5~'~" ~ ANCHOR BOLTS> SCE SFiEAf2WALL SCHEDULE FOR SIZE AND SPACING (MAX SPACING 48" O.C.) AOIJpp0.71111MflI FASG FLEA .... - ~ SY7[A1LNt8+II1QL '~RO!'Af I~.IAMti>o-101 ' 1'hearz:120e15P:eeiq WOOD STUD WALL AT FOUNDATION ~31 Fo~c (70lh SS1B3C4 ~~ soo~5oo~d vLS~ g~:s~ sooa~~s~o~ ~ar:~~a~ ti LIS `~ 600/900 'd bts# Et~9L sooz~~g~o~ Mar:w~a~ - ~ • C ~ l~e ~~'p2G, ~ W ~ ~7' o ~! i o - z z m n TJI JOI$T - JO19T MARK: F.l') R9actlOn9 (Ibs) DL (pa9 LL (~-- - wn tpmp wly {plf) left f8ght Span (ft): 11.0 TL def. < V 480 LL def. ~ U 720 Spacil7g (IN: 16 Bearing Type(h/w): w Wab stitTner(y/n): Y Selection No: 5 Co: 1:00 roof 0 0 0.0 0 147 floor 20 900 760.0 133.33 T33 wall 0 0 0.0 - 880 mist 0 0 0.0 0 w ~Mrror+N wnn (plf); 160.0 133 DL LL P vr. ww pba): 0 0 va,~, pb): 1656 eu,(n): 0.17 en(in): O.zo MmewPb-ftr 3620 spaMeLL: 800 apan/en: 666 FJ1 tJ6Et 7~1~78~ TJl 870 (~t®7N OC JOrBT MARKe r.~11 Of''RON Span (ft): 1 i.0 TL det ~ V 480 LL def_ < V 720 SpaGng (In): 16 Hearing Type(h/w): H Web Stiffner(yM): Y Selection No: 3 Co: 1.00 from left end: 4.5 147 DL 733 LL 680 TL M (!b-ft}: 2420 Reactions (Ibs) DL (as9 LL (aR wn (a~f wu (Pm Left Right roof 0 0 0.0 0 147 147 DL iboor 20 t00 160.0 133.33 733 733 LL wall 0 0 0.0 - 880 880 TL mtsc 0 0 0-0 0 W IMIF7)PM lDAO (plf): 160.0 - 133 M (Itl-ft): 2A21J DL LL P vr. ww (lbs): 0 0 from I~t end: 0.0 vim, (Ib): 1225 e«(in): 0.13 e~(in): 0.16 Maira.(Ib•R): 3565 span/eu= 985 apanlen: 821 FJ] PTION IJaEI 74~ TJI t 70 ~t6 IN 00 Sheet: 600/L0~'d tiL6# s~:5~ sooai~sio~ r~ar:w~a~ • • 9 y 0 z z Tdl Jb/8T Ja16T MwRK: FJ2 Span (ft): 13.5 TL def. c U 480 LL deF. < U 720 Spacing (in): 1B Hearing lype(hhlr): h Web StiiFner(y/n}: n Seltxlion No: 71 Cp: 1,00 Reactions (fbs} DL (~ LL (~ wry (v~ wu (Pif) Left Rght mot 0 0 0.0 0 180 180 DL floor 20 100 1eoo 133.x3 soo 90o LL wall 0 0 6.0 _ 1080 1080 TL misc 0 0 0.0 0 -. w uwFOlw:ono (Plf): 16D,0 133 (i9 (Ib-ft): 3845 DL LL P rr.iow (Iba): 0 0 V,~~,„ pb): 1285 RE8Ct1011~ (Ibs) DL (Pa/) LL tv59 ~+nW~ wu (Ply Left Right roof D 0 0.0 0 180 180 DL floor 20 100 180.0 133.33 900 900 LL wall 0 0 0.0 - 106D 1080 7L mist 0 D 0.0 0 w uwroa:n wno (plf): 180A 133 M pb-ft): 3845 en,(In): O.ZO hR°„°„, (!b-fi): 8600 spaNeLL: 881 sPanlen: BOo FJ2 U9E: 77-7/(3° TJI 66Q ~7B IN qC JOIST MARK: FJ2 Span (ft)c 13.5 TL def. < U 480 LL deF < U 720 Spacing (in): 1B Bearing Type(itlw): b Web Stlffner(y/n): n Selegion No: 9 Co; LDO DL LL P rr. ww (Ibs): 0 0 from left end: 0.0 Vap,,,. (Ib): 1080 from Left end; 0.0 eu (fn): 0.17 eu(in): 0.1B Marlow (ID-ft): 7335 spanlDu.: 926 FJZ Y6E: Y 4° 7J1 >!BO (~l B :N OG en(n): 0.21 gpaNeT~: n1 Sheet: sooieoo 'd tics# s ~ :5 ~ soon ~sro ~ rear : woa~ ~~~I m F'170TtND & F'CIUNDATION Allowable Soil Bearing Pressure. 1500 psf EXTERIOR Ft7iiNDATION _ Load TribuFary Roof: 55 psf 20 ft Wall: 1o psf 10 Floor: 120 psf 6 ft Misc: psf ft Total Load (p10: FoundaHan wdlh (fi) 9920 1,28 Exterior Foundation Requiretroents: USE 1ft bin WIDE 1Din THICK WITH (2} #4 BARS BOTTOM ~.~~~. - INTERIOR For~TIrJG5 Load TNlastary Roof: 0 psf 0 ft Wail: 10 psf 0 ft Floor: 920 psf 14 ft Msc_ 0 psf 0 ft TotaF Load (ply: Foundation Width (H) 1580 1.'12 Interior Footing Requvements: USE f ft bin WIDE 10in THICK WITH (~ #4 BARS BOTTOM .~7. Project Name: Project #: Initials: Date: Sheet: soo~soo •a ticsu ti ~ :5 ~ soozi ~gio ~ gar : woa~ /~ FORSGREN ASSOCIATES ~ INC. A COMPANY OF PROFE9510NAL CONSULTANTS r Mr. Johnny Watson JRW & ASSOCIATES 1152 Bond Ave. Rexburg Idaho, 83440 L (208) 359-2309 PROJECT: Hardy Medical Office 06 00474 Dr Scott Hardy Medical Office J This is to certify that Forsgren Associates (William W. McNaughton) will be responsible for the quality control work for Hardy Medical Office in Rexburg Idaho. This will include all earth and concrete control work. FORSGREN ASSOCIATES, INC. ~f Title: Division Man/aver Date: ~~,~~ ~ /,~~~ SEP 21 2006 CIN OF REXBURG PROJECT #: 01-06-0922-300-0009 K. `~~ta: `~,i1:iii it rj<;i•T'. ;{;{#.i121~' (jii€i~f ,(TZ1~ II:„dv ~Sc~dic,~l t)f1i.c~',1{jl.1 [':bt`00(?2 ;'iccounFFn~_, :?1 C'unta~..• ~. t.l ('1sa~nt` ;~'c~~?~ {:7tx9e! Date: 94~/,~~ _~ U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE ~ OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A -PROPERTY INFORMATION For Insurance Company Use: A1. Building Owner's Name~~~.,rr,~, ux n ~~ Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/ r Bldg. No. or P.O. Route and Box No. Company NAIC Number ~~T ~cn1~TN' h~oR-Td-~ city ~'~~C~- state lD~NO zIP coae ~ ~~~ A Property Description (Lot and Block Numbers, Tax Pa~rgqel Number, Legal Description, etc.) ~Arur~i2 ,A~DD(Tlotit ptvtsto,.~ µo. ~ t~u~c.rc Z. t-o'it' 4- A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) O ~ G{ Ae~.+ A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ^ NAD 1927 AD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram NumberJ_ A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number M~'t`+o~ ~oc[ntt'Y B2. County Name MA~DtS~r..l 63. State tb~t'Fo B4. Map/Panel Number ~,w~gGOO~p B5. Suffix ~ 66. FIRM Index Date 67. FIRM Panel Effective/Revised Date 68. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) ts~ u. inoicate the source of the se Flood Elevation (BFE) data or base flood depth entered in Item B9. ^ FIS Profile IRM ^ Community Determined ^ Oth (Describe) 611. Indicate elevation datum used for BFE in Item 69: ^ NGVD 1929 AVD 1988 ^ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ^ Yes y[~~ Designation Date ^CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* ^ Building Under Construction* ^ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum Conversion/Comments Checkt s e us a) Top of bottom floor (including basement, crawl space, or enclosure floor)~D~.~u feet meters (Puerto Rico only) b) Top of the next higher floor _^ feet mete ~erf~ F~Ico~ c) Bottom of the lowest horizontal structural member N Zones only) _^ feet mete uerto Rico only) d) Attached garage (top of slab) _^ feet ^ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _^ feet (Describe type of equipment in Comments) ~~ f) Lowest adjacent (finished) grade (LAG) _^ feet g) Highest adjacent (finished) grade (HAG) _^ feet ^ meters (Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation ~~ information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001. R M ,< *~, M- ~-.; e. V. ,~.. ~..-., . ... .. .~/~'.i ... FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces ^ Check here if comments are provided on back of form. r~~~~t, ~. 1y(~fF,~~,g,~..tp A~ 2stoi Certifier's Name License Number Z~uFlrr~c-r' ~i?w~ A 3acrAr~Si F~Lt.L' Title Comoanv Name ~ ` ~~ Dr. Hardy Medical Office Review Response to City of Rexburg Fire Department: * The design of the system will be provided by Winston Dyer. Planning Staff: * Property shall be zoned LBD (I think). * The west facade is 37'-0" in length. * Landscaping will be provided to screen parking. Public Works: * The building is located a minimum of 20' from the waters edge as per canal agreement. Building Department: * .See attached electrical response for first (2) items. * Wall and ceiling finishes shall meet or exceed IBC section 503. * The upper room seared by the ship. ladder is-a mechanical room not a storage room. The BTU's of mechanical units is less than that required for a rated room. See mechanical drawings. * See attached "revised" structural calculations. * Grab bars shall be provided in restroom. 06 00473 & 06 00474 Dr. Scott Hardy Medical Office Revisions 10/24/06 ~~~~o~~~ OCT 2 4 2006 CITY OF REXBURG 'PAYNE ~ CONSULTING ENGINEERS JRW & Associates. 1152 Bond Ave. Rexburg, ID 83440 RE: New Office for Dr. Hardy Gary, 2 October 2006 Following are responses to the City Review Comments of 9/29/06: 1. Patient care receptacles and wiring shall conform to NEC Art. 517. See Receptacle detail sheet E 1 and spec section 16141. 2. Required grounding is detailed on sheet E3. Please review and call with any questions or concerns. Sincerely, ~~~! v'~~ Todd Payne PE 1823 EAST CENTER STREET POCATELLO, IDAHO 83201 (208) 232-4439 FAX (208) 232-1435 4943 NORTH ~ EAST, 5TE A IDAH^ FALLS, IDAHO 83401 E-MAIL: E52@E52ENG.COM PHONE: (20B) 552-9874 FAX: (208) 552-9302 October 2, 2006 Rexburg City Building Department Rexburg, Idaho, 83440 RE: Dr. Hardy Office Building To Whom It May Concern: Please find the following responses to the plan review comments: 1) The shear wall key plans in the calculations (see pg 16 of calculations) have been updated to reflect actual shear wall conditions. 2) The upper storage has been added to the roof framing key plan, see page 1 of calculations. If you have any further questions about any of these issues, please contact our office. Respectfully, Engineering Structural Solutions ,.-m-~ __ -~ ( ,. V t, Bradley Bateman Project Engineer ~ 1 I'RU.IE(:T~ I?I2. Y OFFICE ~UII.IDI1oT Rexbaarg, Idaho I'RLOJry+ECT A7.a: 06~J2 C'LYE N' T .IRW sled Assaciates .DATE: September 2l, 2006 Sheet Index 06 00474 Dr. Scott Hardy Medical Office Revisions 10/24/06 Gravity Design ......................................................... __- i Lateral Analysis ......................................................... 8 Lateral Design ......................................................... 16 Foundation Design ._.......... ....... 20 4943 NORTH` 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: {2d8} 552-9874 Fax: (208) 552-9302 SEAL:. ~ f Zb E ~w ~~~ „~ ~ ;. ' s. ~ ` F~ J ~.~ ~'~.. ~;% b `,~ , S]RUCttiRAI.CALC[24TIONSfUR: UA7}'s: k:NCiINEY32' YR(1J/(T N[RdHER: SFiBF'('N[iMF3ER; DR. HARDY OFFICE BUILDING ~ 09t2i/20l6 ~ BB ~ 46332 I COVER REXBUR(:, IDAHO f Y • • Z ~, p r~ ' ~ L'L, ~. ,~ ~~~ BASIF3 FQ#Z DE~ICiN DESIGN G<dDE: 20Q31BC DESI:CsN Ga'ITERIA: wind speed 9O MPH Exp.C seismic category D ailowabis seit bearing pressure 1500 psf QE8It3N LgAD~ 8LC3PEDr RGQ`F'. 1U" belt insulation (t2-34) 3.p 5f8"'plywood or bSB 2.1 prefab wood krusses at 24" o.e. 3;5 asphalt shingtes otfelt 5;0 5/g" gypboard (wood suspension) 4;g mech:lelec./misc. 1 g FLQ'pR• floor CQVer 314" plywood or QSB 'wood hjoists at24" o:c. mech.letec./misc.. EX7'£RtCiFt WALLB 2x wood studs at 1$" o:c: 112"' plywood or 0S6 siding.. 1/2" gypboard 6" Batt insulation (R-25) mach:/slat:/mist: l3:L.= 20:0` psf L.t.= 35' psf $.~ 2:5 3.0 $:5 D.L,= x0.0 psi L.L.= 1OO ,psf 1'.2 i ~7 7.1 2,2 t:8 1,0 15.0 psf Nl;i4TEftlA4:8: structtiraF lumber connections reinforcing steel concrete Douglas Fir:#? Simpson Grade 60 2500-psi Sheet: T ~,' ~- r° 1, l "~ i >: { ~~ • ~~? ~, -~ n c~ F, ,w .,., s_ ._. __ • O -7~ r ' 2 N !BC 21103 Au.ow.ast~ snrsss o~srsx Lo~Sds aa:sz msasxK; 7'mvet E7L LL w Lumber grade (1 thru s)`; 1 Loads tnsr:} : 20 35 1~4 (aF Larcn No. z } Mist leaf} : l1 0 0 span (~)= ~ w (uniform feed): 1'(17 p1f Spacing (in} 24 a < u: aao fv (psi) ~ d: 81 f~/Fy: 0.3+t d (in): 0.78 Cp : 1.00 fb (psi): i069 fblFb: 1.03 span/d: L 1470 R,(Ib): 385 M(ib-ft):6~4 TawER USE 2 x 6 ~ 24 o.c. I DF LAA6H NO. 2 7 Proje I Project #: Initials: ~ Date: ~ Sheet` i ,, ,G _0. ~, %; y ~ _ WO~D:HERM l k LESTRESSDESIGN - BM MARKS RBi Loads Reactions (Ibs) DL (psf) LL(Ps0 RerI.LL trib(ft} wry (P~ Wu{P~ Left R' ht Lu (ft): 2.0 <=Check roof 20 35 35 20 1100 70(l 600 600 DL TL def. < U 240 roof/flr 35 35 35 0 0 0 1050 1050 LL LL def. < U 360 fbor 35 40 40 0 0 0 1850 1850 TL Co:1,00 wall/misc. 50 0 -- 0 0 0 K: 7.0 w uwFOpK~wo{plf): 1100 TOD tu1(lb-ft): 1238 LL Red. (Y!N)?- N DL LL Comments P vr. Sono (Ihs): 0 0 from left end: 0.0 No. of MicROLP,MS: 2 A B F G (2) 2z6 (3)2x8 ~ (2)1-3!4x5.500 5-118.x12 fa (Ps) ~ d: 104 89 89 13 fb (Pal): 982 655 842 121 dTL. (in); 0.03 0:02 0.02 0:00 eD ((n): 0:01 0.01 0.01 X0:00 spanti 1135 1793 1656 23855 BeamSelection(R-F): A R®r... .. uscz cz1 a x e. . EIM MARKS R82 Loads Reaotions(Ihs) Spew (ft): 3i0 DL(psf) LL(psf) Red.LL tnb(ft) (pst) w~c{Rfl) wu(DI>7 Left Ripbt to (ft}: 2:0 r_Check rpof 20 35 35 2 110 7D 1080 1060 DL 7L dei.< U 240 rooflflr 0 128 128 0 0 0 1855 1855 LL LL def.< U 360 floor 35 40 40 0 0 0 2915 294:5 TL Ca 1.00 walVmisG. o TO - 0 0 0. K: 1.0 w uRiFORrtow (plf): 110 TO M (Ib-ft}: 4249 LL Red. (YJPt)?: N DL LL Comments aowr iaeo -> p vr, ionn (Ibs): 2000 3500 from left end: 1.5 No. of kl~crioznrrls: 2 A B F G (Z) 2x 12 (3) 2x..10 (2) 4314x 7:250 {2) 1,314 x 9;5 fv (psi) ~ d:. 125 .102 168 t28 fb (psi): 606. 795 1863 968 dTL (in); 0.01 0.01 D.03 0:01 SD.(in): 0:00 9.00 - 0.07 0:00. spanld: 3697 3062 9371 3064 Beam Selection (A-f ): G I R®g zseez czt r-afa x o.e SM M4RKt RB3 Loads ReaGliOn6`(mS) Span(tt):7.0 DL (psf) LL (Pail __ Red:! L (psi} ~ (ft) ~+'n (R~ wu (p~ Left R' t Lu (ff): 210 roof 20 35 35 4 220 140 280 280 OL TL def. < U 240 rppf/flr 0 128 128 0 0 0 A90 490 LL LL def:< 0360 fbor 35 40 40 0 0 0 770 770 TL Co: 1.00 wall/misc. 10. 0 - 0 0 0 K: 1.0 W UNiFOR4 L OAD (pIf): 22O 140 Id (Iti-ft): 1346 l1.RSd. (YM)?; N DL LL Comments P Fr. Sono (Ibs): D 0 from left end: -0A No. of aicnawns: 2 A S F G (2) 2 x 6 (3) 2x fi (2) 13/4x 5:500 (1) 1=314 x 11.875 N {Rai) f~ d: 81 41 52 40 fb (psi): 1069 713 918 .393 dTL (iny 0.18. 0.12 0:13 0.03 dD (in}~ O:Of3 0:04 0,05 0:01 apanfd: 470 706 652. 3279 BbamBelection(k-F): A Rea use:: zzt a x s Sheet: ,I r ..... Y E ,~ Lt,{\ 1 z u -;- WCJClD BS/lM _ 'ALLOWABLE 3TRESSDESIC~N BM.':MARKr RBA Loads Reactions`{Ihs) Spen (Pt): 7:0 ^~ (per u- (PSf) ~L t~ (tt) wn (p1F) wLL (Pif) Left R1911t Lu (ft). 20 maf 20 35 35 17 936 596 1390 1270 OL 7L def. < ~ 240 raofP[ir 35 3S 35 0 0 0 3328 2728 LL LL def. <U 36€1 tigdt 35 atl a0 0 0 0 4718 3998 TL Cb: 1 `.00 walllmise. 0 35 2 70 70 K: 1.0 w uNrPaRM Lane (pttj: 1005 668 M t~^1U: 7836 DL LL Gommerns r~rr LOno-> P`er. w,w (lbs); 280 1400 from left and:2:d No.>ofaucaol~s;2' G F G. ` 9.118x101/2 (2)1-314x8.250 (2)1314x9!5 (Pail ~ d: ~ ~lP~)' 175 1fi37 183 177 tiTL(in)1 0.13 1884 1786 4D(in)a 0:04 0,i6 0.15 span(d: 650 OOS 0.04 525 589 Beam Selection (A - F ): G ~ xea u8e: ra) r -s/a x. B.~ ~~ eMMARKS RBb LOadS Readials (tbs} $pan (ft): 6.5 Oi (pst) LL (pst} _ Red. Ll ynb ft (Ps}) () w n (P~ wu (Pfl) LeR' Right Lu (fl}" 2D roof 20 35 3&: 5 275 175.... 325. .325' DL TLdef.< U 240 roofltir' tl 128 128 0 0 D 589 .569 tL LL def. K U 360 floor 3S 40 40: Q 0 0 844 894 TL Co, 1.00 wa9(n1ieC: 0 i0 - D 0_ 0. K: 1.0 wuwrixa.~ianu(pff): 275 175 M{Ibit}:- 1452 t.LRetl. (YIN)% N ~- ~~ Comments P rr. toao (Sbs); 0 D from left end: 0.D No: Of AeCROU i~8: 3 A B F G (2j;2 x 6 {3) 2z 6 fv.:(pes) ffi.d. 70 47 (3) i314x 5.500 (2) 13{4. x 9;5' ~(PeF 1152 768 40 '30 eTL(in): 0;17 0.11 658 331 4tr (urp: 0'.06 O:Oa U.Oe 0;42 sparVA: 470 705 0.03 0:01 977 .3365 Beam Sel9ciion (A - F ): G ape's U$E: L2) 7 -3/4 x 9,3 Qia MARK; Rte Loads Reactions (ICS) Span (ft) 2:5 DL (psf) LL (pst) Red:LL Irib ft (P8t1 () w r~ (PflJ `Nu (Pill Left Rtgnt Lu (ft): 2:0 <mGtIOCIC roof 20 35 35 20 1100 700 625 626 DL TL def. < U 240 rootlflr 0 128 12$ 0 0 0 1688 1568 LL LLdef.eU.360 1bor. 2t). < 100 1:00. 5.. 600 5t)4 2213 .2213 TL Ce:1:00 tvali/misc. 0 35 __ 2 70 70 K: 1:0 w uNrwrw Cana (Pfl3-. 1770 1270 M (ib-it): 1383 . t][, LL Comments P rn was (Ibs): 0 0 from left end: D.O.. No: of [ikxtourt4s: 2 A B (2) 2 x 6 (3) 2X 6 F G ivtpsi) 1~d: 127 85 (2) 131~x 5.500. (1)1314x 11,'875 tb (RSi): 1097 731 9 33 eTL (in): 0.02 0.02 940 40? eb (i+a): 0:01 0,00- 0,02 000 spanlA: 1263 1925 0.00 0.00 1778 gggg Beam Selection{ A - F }; a rtes u ae: rz:. z.. x a pfol~0722 Project #: ~ Initials: Date: S'hee - ~ R U N Z ~ ~ . a \ 'r l((\\~\\~~ ,~:1 ~.. 's. y O '~ E ~Y YF.IL S~6I Q' ii~R'.. t. iO ~'. +w7 ~.N N ALL EQUA:Tr NS BAS D ON NDS, ALLOWABLE T S ©E !GN k~~s~RePraca`N: t3atlaon LOadBtO WBth wlaad use Height, le (flt} ; 1 ~ DL LL trio 1 2 3 4 dafleGtian < t1: 2A0 rcaf 20 35 8 440 440 :44{3 440. C B C Inteeior Zone (psf}: i8 Hoar 35 40 0 0 0 0 0 C S C End Zone. (psf): 5 wal! 0 0 0 0 0 b 0 earthquake pressure (pit}: 5 n7isc 0 4 0 0 0 0 0 LL on roof snow? (Y1N}: y w (plt3- 440 440 4d0 440 Lumber grade: 2 (dF tdo. 2 } NDS 2001 Load Ease 1D+iL+18 iD+1L+1Vyint+lS 117+1L+1Wend+18 1t7+1L+1EQ+1S Cd = 1'.Ob' 1.ti0 1.60 1.60 FcE (Psi} = 349 343 349 349 F'c (psi} = 330 338 33$ 338 fc (pslj = 53 OK 53 QK 53 OK 58 OK tut (tb-tt} = 0 65D 1$1 181 Fb' (Psi} _ 1346 2153 2153 :2153 fb (Psi) = 0 OK 1082 C7K 287 OK 287 OK CSR _ 0.03 OK 0.59 C3K 0.1$ OK 0.18 OK Q (in.} _ 0.850 0.854 0.850 0.850 Q (in) = 0.000 GfK 0.712 OK 0.198 C3K .0.282 OK 'ri21PtMEr~. 6GiNG~ BTOJ't3 Wswo' I~e~esaegFC ZowE: finmmer supports only vertical load ... King stud supports only bending ... Pcap (Ibs) = 2723 Ntcap (ib-ft} = 1357 KINC3 Sl`UD VYetau Etd1S ~1"Jwl IE; King stud suPparhs only bending ... Mcap (tb•ft) = 4357 trig width capacity (ft) _ 7:51 for fit < Mcap #nb-width capacity {fk} = 4.30 far ~1 < L ! .240 (gavems) trio width capacity (ft) = 2:09. for ~ < Mcap trio width capacity (ft} = 1.19 f®r Q < i. f 240 (governs} K8NC3 67UD Ex~re~e GpniaKeo King stead supports only banding ... Cheap (lb-ft} = 1357 trio width capacity (R) - 7.51 for M < fylcap trtb width capacity fft) = 3.01 fnr p < L / 24Q Interior Zone 8s';llo0al 'USE: 2 X 6 ~ 12 :. O.G. End'Zans Balloon tTSE: 2 X fi ~ 42 "+D.C, t)F No. 2 } Framing at npenings (unless nabed attrstwiss esn ptanj: OpENiNGwtDTH (F~ NO. aF 1RIIuSNtERS NO.OF KING STUDS fNT ZQNE - Na. aF KING STUDS END ZQNE NO. DF KiNG STUD EARTHQUAIC[ _ 3 1 2 1 1 4 1 3 4 9 5 1 3 1 1 6 1 3 1 2 7 1 4 1 2 8 1 4 2 2 9 1 5 2 2 10 1 5 2 2 11 1 6 2 2 12 1 6 2 8 13 2 !i 2 3 14 2 7 2 3 15 2 7 2 3 16 2 8 2 g (gavems) Prote~5 i~ Project #: ~ initialsc :.Dote: Sheet: ~~- ~ -- a z ~~\` ~ w Wt3t]b STUB WALL bEl31C,,~tV ALL EQUATIONS BASED ON ND .ALL A L STR S D / N aESCRiaTroN: Exterior Loads to Walf: w Load case Height, le (ft) : 11 DL LL frib 1 2 3 4 deflection < L!: 240 roof 20 35 i8 990 990 990 990 G 8~ C interior Zone (psf): 18 floor 35 0 20 700 700 700 700 C& C End Zone (psf): 21 wall 0 0 0 0 0 0 0 earthquake pressure fPsfl~ 5 misc 0 0 0 0 0 0 0 LL on roof snor+r? {Y/N): y w (plf)= 1690 16J0 1690 1690 Lumber grade: 2 (DF No. 2) NDS 2001 load Case 1D+1L+1S 1D+1L+1Wint+1S 1D+1L+1Wend+1S 1D+1L+1EQ+1S Cd = 1.00 1.60 1.60 1.60 FcE (psi) = 833 833 833 833 F'c (psi) = 706 761 761 761 fc (psi} = 273 OK 273 OK 273 OK 273 OK M (Ib-ft) = 0 363 424 101 Fb' (psi) = 1346 2153 2153 2153 fb {psi) = 0 OK 576 OK 672 OK 160 OK CSR = 0.15 OK 0.53 OK 0.59 OK 0.24 QK ~ (in.) = 0.550 0.550 0.550 0.550 (in.) = 0.000 OK 0.166 OK 0.194 OK 0.066 OK TrlrMMER: Trimmer supports only vertical toad ... Pcap (Ibs) = 5156 KfNr3 STUD WINO ENO ZoaNe: King stud supports only bending ... Mcap (Ib-fl) = 1357 frib width capacity (ft) = 4.27 for M ~ Mcap frib width capacity (ft) = 3.78 for ~ < L f 240 (governs) iC1NS STUD WINO rtiTSfl~OR ZoP1E: King stud supports only bending ... Meap (I,b-ft) = 1357 trio wkth capacity (ft) = 4,98 for M < Mcap frib width capacity (ft) = 4.41 far 0 < L / 240 (governs) ICtN® STUD EAp'TH QuwK6: King stud supports only bending ... Mcap {Ib-ft) = 1357 frib width capacity {ft) = 17.94 for M < Mcap frib width capacity {ft) = 11.11 for L1 < L / 240 raovemsl Interior Zone Exterior USE: 2 X fi ~ 16 " O.C. End Zone Exterior USE: 2 X fi ~ 16 " O.G. (DFNo.2) Framing at openings (unless noted otherwise on olanl: OPENING WIOTH (FT) NO. OF TRIMMERS KO. OF KING STUDSiNTZONE NO.OF KING STUDS END ZONE NO. OF KING STUD EARTHQUAKE 3 1 1 1 f 4 1 1 1 1 5 1 1 1 1 6 1 1 1 1 7 2 1 2 1 8 2 2 2 1 9 2 2 2 1 10 2 2 2 1 11 2 2 2 1 12 2 2 2 1 13 3 2 2 1 14 3 2 3 1 15 3 2 3 1 16 3 2 3 1 Prole~#;~i5 ~ T- Project #~ Initials: Date: Sheet: W®CIIC9 STUD WAt_t_ CYEStCEN ~. _a ~, r ~`~r.~ L r T _~~ ~ o z _ W ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN 19ESCRIpT11~N: Interior Loads to Wall: w Load case Height, le (ff} : 11 DL LL trio 1 2 3 4 deflection < U: 240 roof 20 35 0 0 0 0 0 C& C Interior Zane {psf): 5 floor 35 0 0 0 0 0 0 C& C End Zone (psf): 5 wall 0 0 0 0 0 0 0 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0 LL on roof snovlR (Y!N): y w (plf)= 0 0 0 0 Lumber grade: 2 (DF No. 2) NDS 2001 Load Case 1D+1L+1S 1D+1L+1Wint+1S 1D+1L+1Wend+1S 1D+iL+1EQ+1S Cd = 1.00 1.60 1.60 1.60 FcE {psi} = 337 337 337 337 F'c (psi) = 321 328 328 328 fc {psi) = 0 OK 0 OK 0 OK 0 OK M (Ib-ft} = 0 101 t01 101 Fb' {psi) = 1553 2484 2484 2484 fb (psi} = 0 OK 395 OK 395 OK 395 OK C5R = 0.00 OK 0.16 OK 0.98 OK 0.16 OK ~,,,~ (in.} = 0.550 0.550 0.550 0.550 (in.) = 0.000 OK 0.179 OK 0.179 OK 0.256 OK TRIMMER: Trimmer supports only vertical load ... Pcap {lbs) = 1684 KIN® STUD WIND INTERIOR ZONES King stud supports only bending .._ Mcap (Ib-ft) = 634 trib width capacity {ft) = 8.38 for M < Mcap trib width. capacity {ft) = 4.09 far 0. < L ! 240 (governs) KING STW® EARTH QuAKe: King stud supports anty bending ... Mcap (!b-ft) = 634 trib width capacity (ft) = 8.38 for M < Mcap trib width capacity (ft) = 2.86 for 4 < L 1 240 (governs} tnterior Zone Interior USE: 2 X 4 ~ 18 " O.C. End Zone Interlor USE: 2 X 4 ~ 1S " O.C. (DFNo.2} Framing at opsntngs (unless noted otherwise on plan): OPENING WIDTH (FT) NO. OF TRIMMERS NO. OF KING STUDS INT ZONE NO. OF KING S'T'UDS ENO ZONE NO. OF KING STUD FJIRTHQUAKE 3 0 1 t 1 4 0 1 1 1 5 0 1 1 2 6 0 1 1 2 7 0 2 2 2 8 0 2 2 2 9 0 2 2 2 10 0 2 2 2 11 0 2 2 3 12 0 2 2 3 13 0 2 2 3 14 0 2 2 3 15 0 2 2 3 16 0 3 3 4 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (1b-ft) = 634 trib width capacity (ft) = 8.38 for M < Mcap trib width capacity (ft) = 4.09 for ©< L / 240 {governs} Proje~~~g Project #: ~ Initials: Date: Sheet: ~~ ~~ ~ ~ ~ ~ ~ - n ` y 4'a ~~ \ 1 z ~~~ ~ ~ w s.,== ~ V. Wlnd Loads - MWFR;s hst+0` (Low-rise Butidinnsi Enc~oaedf~rtialiv enclosed only r ,,"'. 0.5BOr3.5h -'j~ ~ a~~ PERPIIri'(D:UTJ.B. ft-l B.ID'E Transverse Direction ~sr~rn i~r Kz = Kh = 0.87 (case I) Base pressure (qh) = 15.3 psf GCpi = +/-0. i 8 Edge Strlp (a) 4.0 ft End Lone (2a} $.0 ft 'Lone 2 length 20.0 ft Transverse Direction Lon itudinal Direction Perpendicular 8 = 39.8 deg :Parallel 0 = Odeg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi wl+GCpi 1 O.S6 0.74 0.38 0.40 0.58 0.22 2 0.21 0.39 0.03 -0.69 -0.51 -0.87 3 -0.43 -0.25 -O.bl -0.37 -0.14 -0.55 4 -0.37 -0.19 -O.SS -0.29 -0.11 -0.47 5 -0.45 -0.27 -O.b3 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.53 lE 0.69 0.87 O.S1 0.6I 0.79 0.43 2E 0.27 0.45 0.09 -1.07 -0.89 -1.25 3E -O.S3 -0.35 -0.71 -O.S3 -0.35 -0.71 4E -0.48 -0.30 -0.66 -0.43 -0.25 -0.61 Wmd Surface pressures (psf) - use 10 psf mmtmum for zones 1 plus 4 and S plus 6 1 11.3 5.8 8.9 3.4 2 6.0 0.5 =7.8 -13.3 3 -3.8 -9.3 -2.9 -8.4 4 -2.9 -8.4 -L7 -7.2 S -4.1 -9.6 -4.1 -9.6 6 -4.1 -9.6 -4.1 -9.6 lE 13.3 7.8 12.1 6.6 2E 6.9 1.4 -13.6 -79.1 3E -S.3 -10.8 -5.3 -10,8 4E -4.6 -10.I -3.8 -9,3 c~~vFN°.c+twrA a tf-t wrrmwnRDROOF MWFR.S SimQleDiaahragm Pressures (r~sfl ~ i 1-f 3-I-~-f--f~f-t ,.~w,s:xnROOF Transverse direction (normal to L} L t 1 i ! I t l l t t-f~F~t-t VBF.rh.4L Interior Zone: Wall 14.2 psf Roof 9.8 psf ~ -'' '"° End Zone: Wall 17.9 psf .~ ~ ,~T , i7~ Roof 12.2 psf Longitudinal direction (parallel to L ~ ~~ } TRANSVERSE ELEVATION Interior Zone: Wall 10.5 psf _ ~~w~R~, End Zone: Wall I5.9 psf i ~ ~ l~j~f-~-f~f-`1 LEBWARDR~F { ~ ~ t~~ Windward roof overhangs: 10.4 psf (upward} add rA windward -._-- YSRrICAL roof pressure ~ Parapet ~ ~ --,..-_,__ Windwazd parapet: 0.0 psf (CrCpn =+1.8} ~ _ Leeward parapet: 0.0 psf (GCpn = -I.I) LONC31TtiTDINAL ELEVATION Project Name; ~ Project #: ~ Initials: E?~ ate: ~~~ 5heet: ~- IL~ 1'-.7 Torsional loads aze 2S°k of canes 1 - 4. See code for loading diagram PRRAtLLL io ~ `'E' ~ttlaTb 11~Ef: lSOR7 8E1GE Lon~itudirtal Direction .a~~ 0 w if 2 ~~~ u i _ z V end Loads -Components & ¢laddinit• ¢,ri ildinos ~0' & A~~a+e desi,~n ti0'<h<gp' Kz = Kh (case i) = 0.87 GCpi = +!-0.I8 NOTE: If tributary area is greater than Base pressure (qh) = 15.3 psf a = 4.0 ft 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 R Roof Angle = 39.8 deg Type of roof =Hip Roof Are: Negative Zane 1 Negative Zone' Negative Zone Positive All Zone: Overhang Zone '< Overhang Zone Walls Ares Negative Zone 4 Negative Zone ~ Positive Zone 4 & c Parapet GC +/- GC i Surface Pressure ~L~s~ User in ut 10 sf 50 sf 100 sf ! 0 sf 50 sf '- . .- 100 sf 20 sf 70 sf -1.18 -1.04 -0.98 -l8 psf -16 psf r~15 ps -17 psf -15 ps -1.38 -i.24 -1.18 -21 p -14 ps -18 ps -20 ps -18 ps -1.38 -].24 -1.18 -21 ps -19 ps -18 ps 20 ps -18 ps 1..08 1.01 0.98 16 p 15 ps l5 ps 16 ps 15 ps -2.00 -1.86 -1.80 -31 p -28 ps -27 ps -30 ps -28 ps 2.00 -1.86 -1.80 -3 ] p -28 ps -27 ps -30 ps -28 ps GC +/- GC i Surface Pressure s User in ut 10 sf 100 sf 500 s8 10 sf 100 sf _ 500 sf 20 sf 200 sf -1.28 -1.10 -0.98 -19.5 ps -26.8 ps -15.0 ps -18.7 psf -16.0 ps -1.58 -1.23 -0.98 -24.i ps -18.7 ps -t5.0 ps -22.5 psf -17.1 ps L 18 1.00 0.88 18.0 ps 15.3 ps 13.4 ps 17.2 s 14.5 ps qp= O.fl psf CASE A =pressure towards building CASE B =pressure away from building ~ . ~~ I I I I ~, ~n I I I I ;t ~. ~T i - I i n ;~ I I I I ~.- fi 0 <_ 7 degrees and Monoslope <_ 3 degrees i ~ Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 ps 0.0 psf 0.0 ps Corner zone : 0.0 s 0.0 sf 0.0 s ASE B :Interior zone : 0.0 ps 0.0 ps 0.0 ps Coiner zone : 0.0 0.0 s 0.0 s I ~ I ~ ~____~r I _~ ,~ ~ ; ~ i~ I I _~ I I L I ~ I Monoslope roofs 3°<O510° 2 a a ~ I I I 4 ~ t I I I I ~ ~ I I I ~ I i I ~ I' I I ! i 1 I \t2~ti ~ : ~i`r r~ ~ ~~ ,/ ~ ,/ ~ I ~ . ~, ~ I I ~ f~ ~I ~ t~ I ) !`\1, I V ~'`~ ~ ~~ Project Name: Monosioperoofs l0°<0<30° Projecfl~9degrees initials: D@~fe?degrees Sheet: t~ I L ~~~ 0 z ~.~~ ~ 1.- ~ n n c z _ _ .~ z W WIND DISTRIBUTION LOCIATICi IV: Main Building Wind Speed: 90 Roof Press (psf): 15.0 Ridge Ht: 25 Exposure: C Watl Press (psf): 18.0 Eave Ht.: 12 Roof type (flat/staped): sloped LATERAL 4aAga: Story heights: Ht. of Force Story force Cumiattve force (plf) Roof 11 ft ~ i 1.0 ft 294 ptf 294 pPf roje~~~f ]Project #: Initials: Date: ~ ~ Sheet: II ~ ~~ 1 1 ~ ~ _ f ~ /~ ~ ~~-"_.~ y z z SEISNiFC WEICiH7 CAt,.CULA`Q'F®Nf3 Project: Garage Structural Weights Roof DL: 20 psf Roof LL: 35 psf Snow Load Increase: 20.00% Typical Floor pL: 0 psf inferior Wall: 5 psf Snow Load included if > 30 psf Exterior Wal-: 15 psf Structural Components Roaf Weights _ Weight Calculations Exterior Wa-i Weight: 11 ft Exterior Wali Weight: 16.50 kips Roof Area: 2520 ft"2 Roof Weight: 68.04 kips Exterior WaN Length: 200 ft Interior WaU Weight: 0.00 kips interior Wa-l Projected Area: 0 ft"2 Misc: 0.00 kips Misc: 0 kips Roof Weight: 84.54 kips Project Name: -Y~ w Project #: ~~ Initials: Date: Sheet: ~_ _. _ ' ~ . " Z ~° ~~. , _ ~ ~~G ~~ N i ~' '# ~~ ~ r t~ ~,v ,~ ~ ,~ ; +:z= . ~y, YF ~ t '~ -. x Project Name: Project #T ~ Initials: Date: ~ Sheet: ~~ 2002. Lat/Lon Lookup Output! • http://mint.cr.u~v/eq-men/cgi-bin/find-11- i z f w ~~ u~`~~, z w LOCATION 43.80132 Lat. -111.79733 Long. The interpolated Probabilistic ground motion values, in $g, at the requested point are: lO~oPE in 50 yr ZoPE in 50 yr PGA 9.95 19.51 0.2 see SA 23.77 47.25 1.0 sec SA 8.77 16.30 SEIS~4tIC' Fi.~lAI2D: Hazard by LatlLon, 2002 ~ o Rroject Name: Project #: Initials: Date: ~ ~X~~/2p062.O1 L N • • A - ~::~, c ~' , C ~ C Z a ~\/1 ~ _ G 0 z w SEISMIC LATERAL ArJALYEi1S 200.3 Irttemafionna! Swldap Code EQuivalent Cetera! force Anxedure IyROJECT NAME: tlllalnl3Uttdtrlg V:CsW C:: Sos/(Rtf): 0.111 Governs C,: Sa/(Ril)T: 0.045 (Max) C,: 0.5S,!(RII): (Mtn, S,equal pr greater than .6 and in Seismic Category E or F) C,: 0.044S~ l: 0.032 {Min) IE (1604.5}: 1.50 ap: 1 Fa: 1.38 Seik. Use Group (1604.5 81616.2): IV R: 6.5 F,,: 2.13 Seis. Category (1616.3): D Ct: 0.2 5~: 0.4797 Site Class (1615.1.1): D acc (ult. strength): 0.045 Soy: 0.2371 Ss~ 0.520 acc (service load): 0.032 T: 1.208 sec. S,: 0.167 Vbase: 4.1 k Levet Ht. (ft} Wi. (k) wi x hi Cat Story Story Shear {k) (elev.) Force (k) Shear (k) ASD Design Roof 11.00 90.0 990.0 4.1 4.1 2.9 Totals: 90 99D 4.1 (Calculation perASCE7-02 Section 9.5.5.4) Diaohraam Lateral Load Distribution Level tit. {ft) Wt. (k) Sum wix Sum Flx Fpx Fpx, ASD Design Roof 11.00 90.0 90.0 4.1 13.0 9.1 (Calculation per 1$C 1620) El l P t emep a ressure (Ultimate) {ASD) Fp =0.401ESoswW or 0.1 ww wall designed for the greaterof =_> Fp: 0.29 Wp 0.21 Wp Fp =400So51~ or 280 plf min. anchorage and diaphragm force =_> Fp: 288 pif 206 plf Fp =0.8SnsIEw„ min. anchorage and Sex. diaph. force (Cat GF) __> Fp: 0.58 Wp 0.41 Wp or 280 plf ~> Fpmtn: 280 pM 200 ptf Project Name: Project #: T Initials: Date: ~ Sheet: ~ ! 1 ~ ~ ~~ ~.4: ~ o 5EI6MIC VS WINO E3ASE SHEAR CALCULATIONS Project: Global Check Wired (plf): 294 Base Shear t_1 (ft): 40 L2 (ft): 64 Vbase 1 (k): Vbase 2 (k): Seismic Base Shear (k): 6 Controlling Base Shear Vbase 1: Wind Controls 18.82 kips Vbase 2: Wind Contnots 11.76 kips 18.82 11.76 ~---- -Lr-----~ =i I: ~ i~ Vbase 1 Proposed f~ Structure I I~ l i N Project Name: Project #: ~ Initials: Date: ~ 5heet: ~, ~ ! ~ • • • l ~r~.~; . ~ . ~ti_ 3 ;; 1 ~; 3~ {S (~ ~} r x{ V~i~ (y... i . 4f k! emx ~~ k ~..j _F~ ~.i i~~4 ~' ~ ~ ~, ~ r.. ~ `~~ ,~ ~ t 1 1 ~ • C~ z ~. UI 0 z`~„ ~\~ y ~~1 z S!-tEARWAL!„ SCHEDULE 4. WALL STUDS 6HALL BE SPACED AT 1S" O.C. MAXIMUM, 2. ANCHOR 80LT5 70 FOUtdIAT{ON SHALL 8E EMBEDDED 7 INCt~S IMO CONCRETE, EXPANSION BOLTS MAYBE USED AT INTERIOR WALLS (AWAY FROM EDGE df SLAB OR SLAB STEPDOW N) PER GENERAL S7RUCTURM.NOTES. 3. A MINIMIBA OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SOLE PLATE PIECE. PROVIDE 1 ANCHOR BOLT MINIMIWt W ITHN 8 INCHES OF EACH END OF EACH PIECE. d. PROVIDE FULL HEIGHT OOLBLE BTUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTF£RWiSE ON PLANS OR DETASLS. 5. BLOCK ALL. PANEL EDGES 4VI~RE INDICATED ON SCFEDULE EDGE NAIL SHEATHING A7 BLOCKED EDGES. SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL. 8. 0.EVATED SHEAR WAILS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UP~ESS NOTED OTHERWISE. 7. FOR 518" TO 3K' THICK FLOOR SHEATHING 3 1M° (MIN) LONG NAILS SHALL ~ ICED. FOR T!8' TO 1 178' ThpCK FLOOR SHEATI-BNG S 12' (1MN) LONG µVLS SWU.L BE USED. e. e' LONG SCREWS SHALL ENGAGH BOTH PLATES, AND FRAMING BELOW 9. PRESSURE TREATED DOUGLAS FlR BHALL BE USEb Wi~ERE IN CONTACT WITH CONCRETE, 18. NUTS SIiAIL BE SEClA2ELY FASTENED AGAINST SOLE PLATE. HOWEVER, NUT ND WASHER SHAH NOT BE RECESSED INTO SILL PLATE. 11. ALL NUTS SHALL HAVE 3176 x 3 z 2 PLATE WASHERS. BOTTOM MARK SHEATHNG NATERiAL EDGE NAILING FlELb NAILING PLATE ATTACHMENT A T/18"O.S.B. 9LOCKED ONE SIDE gd Ai 6"O.C. Bd AT 1Y O C 518°D10. AB. AT IB'O.C. ~ WALL . . 18d STAGGERED AT 51/2` O.C. ~ 7/18" O.S.B. BLOCKED ONE 5(D gd AT 4'' O C 8d A7 72' O C SB" fllA. A.9. AT 42` O.C. OF WAIL . . 18tl STAGGERED AT 4".O,C. 7`t 6" 0.5.8. BLCCKED ONE SIDE OF WALL FRAMING A7 S!e' DIA A8. AT 17.O.C. C ADJOINING PANEL EDGES SWILL 9E •(2)2X OR 3X Bd qT 3' O.C. Bd AT 1 Y O.C. 1 Bd 5TAOGERED AT 3' O.C. 518"OIA.A.B.AT 14'O:C: b TJ18" 0.5.6. BLOCKED ONE SIDE Bd AT.T O.C: Bd.AT 12" O.C. OF WALL FRAMING AT ADJOlNING.PANEL EDGES tBd STAGGERED AT 2":O.C - SHALLBE't2)2X Oh 3X 7118' O.S.B. BLOCKED ONE SIC OF WA 518' bIA A.B. AT 94" O.C. wl (2) 2x SILL PLATES E LL FRAMING AT 8tl AT 2'O.C. 8dA71Y O.C. ADJOINNG PANEL EDGES SDS1XSd3' SIMPSON SCREWS ~ 6'OC. SHALL 8E'•(2)2X OR 3X (2Ytx SILL PI:ATE3 I 7rt8" O S B. BLOCKED BOTH SLOES Of WALI,:OFFSET. -- 5i8"b)A. A.B. AT 28" O.C wi (2}2x SILL PLATE9 VERTICAL PANEL JOINTS TO BB - TAIL ON DIFFERENT STUDS, AT ADJOININGPANEC EDGES 88 AT q" O C. 86 AT t Y O:C. SHALL. BE " l2} SOSSf4!'x6" 31MPSON SCREWS ~ 56C, 2X OR3X (2)2z31tl PLATES' 7118.O.S.B. BLOCKED BOTH 518' DL0. A.B. AT 2Y O.C. w! (2) 2x Stll PLATES SIDES OF WALL, OFFSET ~ YERTICAL PANEL JOINTS TO FALL ON DIFFERENT STUDS, AT Btl AT 3' O.C. 8tl A71Y D.C. ADJOINING PANEL EDGES SDStiq`x8" StMPSON SCREWS ~ 4"OC. S WILL BE 3X OR 4X t2Yn SILL PLATES I 7116" O.S.9. BLOCK 0 BOTH SIDES CF WALL OFFSEY VERTICAL PANEL 518" DiA. A.B. AT 17" O.C. w1 (2) 2x SILL PLATES DO- JOINTS TO FALL ON .DIFFERENT STUDS 8d A72"O.C. 18d AT 12' O;C, - - ' FRAMING ATAOJOINING SD51l4'k8"SIMPSON SCREWS ~.3"aC. PANEL EDGES SHALL BE (2)2x SILL Fv/TE3 3X OR AX_.. i' 'WHEN DBL 2X STUDS ARE USED, STVDS SHALL BE FACE NAZI cn FOGETFER WITH 16d NAILS AT S• O.C. STAGGERED "WHEN DBL 2X STUDS ARE USEp, S71A73 S Wd.L BE PACE NAILED TOGETHER WITH 18tl NAILS AT Y O.C. STAGGERED Ci8pBC1I~V leismlc ?6(} pn 364 pn ssa pn 4so pn 190 ptf S86 pn 0o prc a4o pn 40 plf 898 pn 80 plf 1064 plf BO pn 1372 pn 80 Dn 1792 Dn Projerk1~31s1me: Project #: ~ Initials: Date: Sheet: V ~ ~ ~ • • Z r u ,~~ ~) u ~ ~ z w m 7- 87O17Y WOOD ;3H~ARWALL LINE: -___ LINES 2 Lateral force: 294 plf Lateral Force: 284 pif Trib. Length: 30 ft Trib. Length: 30 ft Leas due to geometry: -150D Ib Lesa due to geometry: -1000 Ib p : 1.00 p : 1.00 Total Wali Lengtfi: 18 ft Totel Wall Length: 32 ft Short Wati Length: 26 ft (Strap Header) Short Walt Length: 36 ft {Strap Header) Wall Height: 11 ft ~ ~ ~ ~ ~ ~ Wall Height: t ~ ~ 9 ft Roof Dl: 20 psf Roof DL 20 psf Trib. Width: 4 ft --,--- ~ Trib. Width: 4 ft Waft weight: 10 psf Wall Weight: 10 psf DL factor: 0.80 DL factor: 0.60 Force: 7320 Ib Wall Force: 7820 Ib WaA Shear, V : 458 pit B ~: Shear. V : 244 pit A Total O.T.M: 80520 ft'Ib Total p.T.M: 70380 ft'ib Short Wall O.T.M: 80520 ft'tb Shortt Watl O.T.M: 70380 ft'Ib Short Wail MR : 84220 ft'ib Strap Short Walt MR : 110160 ft'ib Strap Uplift: 1615 Ib -8FFi96-• ~ ~ Uplift: 119 Ib NA LINE: 3 LIN&: 4 Lateral Force: 294 plf Lateral Force: 294 pit Trib. Length: i5 ft Trib. Length: 15 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : L00 p : 1.00 Tote! Watl Length: 23 ft Total WaIE Length: 18 ft Short Watl Length: 32 ft {Strap Header) Short Walt Length: 20 ft (Stra Header P ) Wall Height: 11 ft Wall Height: 11 ft Roof OL: 20 psf Roof DL: 20 ps€ Trib. Width: 15 ft Trib. Width: 15 ft Wail Weight: 10 paf Wait Weight 10 psf DL factor. 0.80 DL factor. 0,60 Forme: 4410 Ib Wail Force: 4410 ib WaA Shear, V : 192 pif A Shear, V : 246 p1f A TotalO.T.M: 48510 ft'Eb TotalO.T.M: 48510 ft'Ib Short Wail O.T.M: 48510 ft Ib Short Wail O.T.M: 48510 f!'Ib Short Watl Ma: 209920 ft'Ib Strap Short Wall Ma: 82000 ft'ib Strap Uplift: 0 ib NA Uplift: 0 Ib NA Proje~e: Project #: Initials: Date: ~ Sheet: ~~ Y ~ ~ ~ ~t_~., i z ~~ ~~ ~~~/~ E ~-~ ~: W GHpRD ®E81i3N D6$CRFPTI~N: LQSig lh+ah Chord Size: 2 x fi Moment: 132340 tb-ft Nail Sizs: 16d Chord Force: 4409 Ib Nait Shear Capacity: 124 Ib Chord Area: 8.25 inZ Lateral Force: 294 plf Fc {Actual): 486.4 psi , Diaphram Length: 64 ft Diaphram Depth: 33 ft # Nails Req: 33 each side of splice Diaphram Type: Simple Support Chord' Material: DF-L #2 Fc: 1350 psi S W MMARY Chord Size (2) 2 x 6 w / min 33 nails each side of splice Project Nome: Project #: Initials: Date: Sheet: y ~ ~ • • • d i ' f{j E ~ ...-. ... ##~ i j .. ...««..w ~'~~ ,.._.~.. .,.~, .,„„ ~.. «,~.~. w., g f 1 0 t ~ v*~ d ~~ e Y~ .~ ++ r++~ r d F M F 4 a° {{8 i *. ?: I~ €!€S E~ ~qq G (f!(~ { £~ o ±3 ~; i s w • • l w ~. '~``-- `IL~~;. i FC1C}T'IIVG & FdUNDATiQN Allowable Soil Bearing Pressure: 1500 psf EXTERIOR F'DUNDATIDN MARK: Exterior Load Tributary Roof: 55 psf ~0 ft Watl: 75 psf 11 ft Floor: 80 psf - 0 ft Mist: psf ft Toth Load (pti): Foundat~n fNdth (ft} pass v.sea EXTERIOR FOUNDATION UsE: 1.33ft Wlde 10"thick wJ 2)#4 bars bottom INTERIOR FOUNDATION MARK: NA _ Ladd Tributary Total Load (pti): Foundation Widfh (R) Raaf: 90 psf ~ R 2Q1v 1~4 Watl: t34 psf 1Q ft Floor: 60 psf 12 ft Mlsc: psf ft s INTERIOR FOUNDATION US,E: 1.5Oft Wide 10°thIC1C w/(2)#4 bars bottom SPOT FC)OTING MARK: Steel f'iaiUmn load 9 kip Footing Area { ftz} Length / Width (ft) 6.00 2.d5 SPOT FOOTING UsE: 2.50 ft square 12" thick wJ 4 # 4 bars bottom both ways Project Name: Project #: ~~ Initials: Date: ~ Sheet: