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Home My WebLink AboutCO & MULT DOCS - 05-00295 - Design Intelligence - New Buildingti~O4 REXB(JRGr7 o „- ~, s~~SMED ,s CITY OF REXBURG America's Family Community CERTIFICATE O~ .OCCUPANCY Department of Community Development 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: Name and Address of Owner: Contractor: 05 00295 International Building Code 2003 1037 Erikson Dr 38 Type V-N, Unprotected Office Building No Spaulding Scott 3685 W Hwy 33~ Rexburg, ID 83440 Beattie Construction Special Conditions: Basement ceiling is below minimum requirement of 7'6". Basement is anon-habitable space. If used for storage, basement must have 1 hour separation. Occupancy: Business, professional or service, restaurants less than 50 This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifres that; at the tim a time of issuance, this building or that portion of the building that vies inspected on the date listed was found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for vthich the proposed occupancy was classified. Date C.O. Issued: January 10, 200 :51 P C.O Issued by: y~ 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. ~ Wate r State of Idaho Electrical Department CITE' OF REXB URG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 PERMIT # Please complete the entire Application! If the question does not apply fill in NA for non applicable 208-359-3020 X322 Rp~V tyv~~~~~~ PARCEL NUMBER: ~2 ~~ (We will provide this for you) SUBDIVISION: UNIT# y2/a4- BLOCK# 3 LOT#~ (Addressing is based on the nformation -must be accurate) OWNER: ~ ~;~ ~ CONTACT PHONE # Z~-Z3 - ~ ~' !~ - Z ~ ~7~~`~ PROPERTY ADDRESS: (d ~ 7 ~~ ~, ~ r~~ •~~ , (Q~~ ~ - 3 ~~ - ~ ¢ ~ r ~~' PHONE #: Home (z~) 3S~- 7 ~ ~~ Work (Za-~ 3T5 - t dra P Cell (~ 3 st- 3 st ~6 OWNER MAILING ADDRESS: 3 L 8'S- ~! G~w~~ z,,,~ CITY: ~ STATE: cLal ZIP: EMAIL (~r~ ~ ~.,, ~ ~,.~ (~,,~,~, n . FAX z rrY - 3 s'g - b7 ~a e ~-,.-., APPLICANT: (If other than owner) ~ ~ ~ ~ U ~/ (Applicant if other than owner, a statement authorizing applicant to act as agent for owner mus o y this applicati ~~~ z 6 2005 APPLICANT INFORMATION: ADDRESS ITY: B STATE; ZIP EMAIL PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: MAILING ADDRESS: ~ ~ ~~ ~p~,~ ~ CITY u STATE~ZIP~ PHONE: Home#~~ ~ ~ ~ S~Z Work# ~~~- ~o~~j Ce11# S~- ,~3 EMAIL 1~?~~ti~~~~~ /~.~. ti~tFAX 3 S'6- ~'ss-y How many buildings are located on this property? ~t~(.a-~ d( (~ ,~/~ ,~.,, , Did you recently purchase this property? No es If yes give owner's name) ~.it.(.a-~, ~ '~ ~~-~. Is this a lot split. NO YES (Please bring copy of new legal description of property) PROPOSED USE: ~~e'7.r-~. u--e~~ e~J ' (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garag , Commet Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. of /_~/ O ~ DATE Do you prefer to be contacted by fa , em '1 or phone? Circle One WARNING - BUIL ERMIT 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 Rexburg's Acceptance of the plan review fee does not constitute plan approval 3 ~, **Building Permit Fees are due ~e of application** **Building Permits are v ' ou check does not clear** Please complete the el~re Application! ~If the question does not apply fill in NA for non applicable NAME -~/Lc_c n) ~..~-cl~(~ ~~r~~s-LJ , ~L~ ~ PROPERTY AD RESS (Q 3 7 l~i"z c ~~ r-+ti..~ ,~ r ccr~ Permit# SUBDIVISION ~arc.Q~,,,, ~,~/~ ~ Dwelling Units: `-~~zE- Parcel Acres: 7~J ~ SETBACKS FRONT 2 cr SIDE U SIDE D BACK G Remodeling Your Building/Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area `~ ~~ `l Second floor/loft area Third floor/loft area ~ Shed or Barn Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area Water Meter Count: Water Meter Size: ~<~ Required!!! PLUMBING ~Jp ~' ,~/-- ff Plumbing Contractor's Name: /~ ~r~-~, Business Name: ~~~ ~~/~ 6~~.y ~~~'~. Address ~~'~( ~i't /Pew ~r City yr State l~ Zip ~3s~f~y Contact Phon//e: (2v~) 3 Sb- 03 zZ Business Phone: (~P) 3 S ~ ~3 2 2 Email GtdV~l~~~ ~ !~ ~~ Fax ~~~~~9 FIXTURE COUNT (including roughed fixtures Clothes Washing Machine ~ Sprinklers Dishwasher Tub/Showers Floor Drain ~ Toilet/Urinal Garbage Disposal ~ Water Heater Hot Tub/Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbin stimate $ /~~S (Commercial Only) rr ~ ~~-~.~' 3 9 3 Requ' ed! Signature of Licensed ntractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho 4 Please complete the entir placation! If the question does ~ly fill in NA for non applicabl - ~-., ~~ NAME PROPERTY AD SS a ~ ~- Permit# SUBDIVISION ~~ ~/..Li, ~~.,_ Required!!! Mechanical Contractor's Name: ~EC~~4.~vIcAL Conan Inc. Business Name: Conan Heating & Air Cond. Address 429 W 18th StraE?t City ~,bo Fal 1 G State Id Zip 83406 Contact Phone: (208) S~~_~~~~ Business Phone: (20~ ~~~ ~~~~ Email conanhvac@cableone.net Fax 208 529-2115 Mechanical Estimate $ 18, 950. t10'(~Commercia ulti Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Air Conditioner Bath Fan Vents Range Hood Vents Boiler Cook Stove Vents Decorative Gas Fireplaces Dryer Vents Evaporative Cooler Exhaust or vent ducts Fuel (gas) piping fixtures or appliance outlets Furnace Furnace/Air Conditioner Combo Heat Pump Incinerator Pool Heater Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Space Heater Unit Heater Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. ~~p~ ~. ~~~~ HVC-C-1512 ~~ 1 ~ ~ O S Signature of Licensed Contractor License number Date Re wired! The schedule is the same as required by the State of Idaho c Z c3~~ ~~i~~ C[TY QF REXBLIR~ AMERICA'S FAMILY CQMMLINI`fY • APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO -APPLICANT INFORMATION: BUSINESS NAME: ;c~~~-c.~ OFFICE ADDRESS: / 0 3 7' City OFFICE PHONE NUMBER: ( z CONTACT PERSON: ~ ~• APPROVED BY: ~ ~~s~-~. ~~ ) 35 9 5,~~~f L ~ kc~ 3 ~8'~ L ~ ~~.~ $ ~ State Zip i~~r ~ CELL PHONE#( ~~) ~~~-3~~~ -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: la 3~ ~~G~>~ ~~ t~ E ~.( BUSINESS NAME WHERE WORK WILL BE DONE: ~-e.~.~,;,.`, ~ ,. C~.~4 «.,...~~ DATES FOR WORK TO BE DONE: ~~4-~ TO ~~~ s CONTACT PERSON: PHONE NUMBER: (~) ~ r4 ~ 4 o-a 3 CELL # (z~-7) ~ 5 1 - S ~ z ~ 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 ~ g1~~.j~S APPLICANTS IGNATURE DATE 6 SUBCONTRACTOR LIST Excavation & Earthwork: ~h- ~ 5 Concrete: /~ t w w ~'o ti c n ~ ~ Masonry: irJ ~ / <~So.~ Roofing: ~ ~-~ ~ ,~/~ ~~~ i~ Insulation: ~ j %v~ ~ l~(/~ S Drywall: ` ~~ ~~ ~~' Painting:-~ 7'12v~ Floor Coverings: ~ (~?~ Plumbing: /~-~!/t~-w ~~ Heating: C~> .~tif4-n- Electrical: J~~-~tit~ ~ ~`~/ ~ ~'- ~~ t ~ Special Construction (Manufacturer or Supplier) Roof Trusses: ~ ~v r' /~ . ~ o ~ ~o ~- e 7~ Floor/Ceiling Joists:~~J _Z ~~, Siding/Exterior Trim: ~° ~~~ Other: 7 Affidavit of Legal Interest State of Idaho County of Madison Name Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this / ~ day of ~~,e~.,i~ , 20 Q > Subscribed and sworn to before me the day and year first above Notary Public of Idaho Residing at: My commission expires: 2 • • ` 'r Design Intelligence, LLC Engineering Calculations Summary Date: August 2, 2005 Subject: Design Intelligence Office Building, Rexburg, Madison County, Idaho Customer: Design Intelligence, LLC Abstract This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 as the basis for the calculations. Materials: Dimensional Lumber - NDS 1997 design values Concrete: 2500 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC 2003 -Foundations designed for Max Brg Pressure of 1500 psf Design Loads: Roof Live Load (min) - 20 psf during construction Ground Snow load = 50 psf, Roof Snow load= 30 psf Snow Load Importance Factor - 1.0 Snow Exposure Factor - 0.9 Wind = 90 mph, Exposure B Wind Importance Factor - 1.0 Wind Exposure = B Seismic Design Category - D 1 Seismic Use Group - 1 References: IBC 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Designed B : ott Spauldin , P.E. Checked By: Date: Date: v DFSign Intelligence, LLC ' 3685'dV Hwy 33 Rexburg, Idaho 83440 DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO • Design Parameters Snow Load: 30 psf Snow Loads Rise Run Reduction Use Roof Pitch 3 12 0.0 psf 30.0 psf Roof Pitch 4 12 0.0 psf 30.0 psf Roof. Pitch 6 12 1.6 psf 28.4 psf Roof Pitch 7 12 2.6 psf 27.4 psf Roof Pitch 8 12 3.4 psf 26.6 psf Roof Pitch 10 12 5.0 psf 25.0 psf Roof Pitch 12 12 6.3 psf 23.8 psf Wind Design Wind Speed 90 mph Importance Factor 1 _ Exposure B Simplified Method Section 1609.6 Applicable loads are shown in bold letters. Horizontal Loa ds End Zone Interior Zone Transverse Wall Roof Wall Roof < 5:12 12.8 -6.7 8.5 -4 5:12 17.8 -4.7 11.9 -2.6 > 5:12 14.4 9.9 11.5 7.9 Longitudinal 12.8 -6.7 8.5 -4 Vertical Loads End Zone Interior Zone Winward Ov erhang Transverse Windward Leeward Windward Leeward End Zone Interior Zone Roof Roof Roof Roof < 5:12 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 5:12 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 > 5:12 5.6 -8.8 4.8 -7.5 -5.1 _ -5.8 Longitudinal -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 Maximum Horizontal Wall Loads Transverse Zone 1E 4E 1 4 _ < 5:12 9.8 -7.5 7.2 -5.8 _ _ 5:12 _ 12.1 -10.1 8.8 -7.5 ~ > 5:12 I 10.7 -8.1 9.1 -6.8 j 8/2/2005 Page 1 Design Intelligence, LLC ~ DESIGN INTELLIGENCE • 8/2/2005 3685 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Longitudinal 9.8 -7.5 7.2 -5.8 Component an d Cladding Design Wi nd Pressu res -Table 1609.6.2.1(2 ) Roof Zone Area < 5:12 5:12 > 5:12 1 10 10 -14.6 10 -13.3 13.3 -14.6 1 20 10 -14.2 10 -13 13 -13.8 1 50 10 -13.7 10 -12.5 12.5 -12.8 1 100 10 -13.3 10 -12.1 12.1 -12.1 2 10 10 -24.4 10 -28.2 13.3 -17 2 20 10 -21.8 10 -25.6 13 -16.3 2 50 10 -18.4 10 -22.1 12.5 -15.3 2 100 10 -15.8 10 -19.5 12.1 -14.6 3 10 10 -36.8 10 -28.2 13.3 -17 3 20 10 -30.5 10 -25.6 13 -16.3 3 50 10 -22.1 10 -22.1 12.5 -15.3 3 100 10 -15.8 10 -19.5 12.1 -14.6 Wall 4 10 14.6 -15.8 4 20 13.9 -15.1 4 50 13 -14.3 4 100 12.4 -13.6 5 10 14.6 -19.5 5 20 13.9 -18.2 5 50 13 -16.5 5 100 12.4 -15.1 Roof Overhang Component and Clad ding Desi gn Wind Pressures -Ta ble 1609.6 .2.1(3) Zone Area < 5:12 5:12 > 5:12 2 10 -21 -27.2 -24.7 2 20 -20.6 -27.2 -24 2 50 -20.1 -27.2 -23 2 100 -19.8 -27.2 -22.2 3 10 -34.6 -45.7 -24.7 3 20 -27.1 -40.5 -24 3 50 -17.3 -33.6 -23 3 100 -10 -28.4 -22.2 1609.6.2.1(4) Height and Ex posure Adj ustment Co efficient = 1 Page 2 Design Intelligence, LLC ~ DESIGN INTELLIGENCE ~ 8/2/2005 3685 4IV Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexbura. Idaho 83440 Seismic Reference Cod e -IBC 2003 Values for Ss, S1, Fa and Fv are taken from Code Control CD using Zip Code 1615.1.2.(1) Fa 1615.1.2(2) Fv 1615.1 Ss 1.235 g 1615.1 SI 0.646 g Fa Fv Site Class A -Hard Rock 0.8 0.8 Site Class B -Dense Soil or Soft Rock 1 1 Site Class C -Stiff Soil :Site ClassD -`Soft Soil 1.2 1.7 1 Al 1.59 Site Class A B C `D 1615.1.2 SMS = FaSs 0.988 1.235 1.482 1.24735 1615.1.2 SM 1 = FvS 1 0.5168 0.646 _ 1.0982 1:02714 Design Spectral Resp Accel 1615.1.3 SDS = 2/3*SMS 0.66196 0.82745 0.99294 0.835725 SDI = 2/3*SMI 0.346256 0.43282 0.735794 ...0.688184 1616.2 Seismic Use Group 1616.3 Seismic Desig n Category Group I -Non-Essential Table 1616.3(1) D Table 1616.3(2) D Seismic Response Coefficient 1617.6 (Table 1617.6) Response Modification Factor R = 6 1616.2 (Table 1604.5) Occupancy Importance Factor I = 1 Basic Fundamental Period Ct Steel Moment Resisting Frame 0.035 Reinforced Concrete Moment Resisting Frame 0.03 All Other Building Systems 0.02 Building Height 27 ft Table 1617.4.2 Cu = 1.2 Approximate Fundamental Period Ta = Ct*hn^3/4 = 0.28 sec Rigid Bldg Site Class A B C D Cs =SDS/(R/I) = 0.1103 0.1379 0.1655 0.1393 Max Cs =SDI/(R/I)T = 0.0164 0.0205 0.0349 0.0326 Min Cs = 0.044SDS*I = 0.0291 0.0364 0.0437 0.0368 Design Seismic Response Coefficient Page 3 Design Intelligence, LLC ` 3685 W Hwy 33 Rexburg, Idaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO Site Class A B C D Cs = 0.0291 0.0364 0.0437 0.0368 1617.4.1 Equiv Lateral Force Method V = CsW = 0.0368 W 1617.5.1 Simplified Approach V = 1.2*(SDS/R)*W = 0.16714 W Determine Method of Seismic Analys is Light Framing Construction Criteria 2308.2.1 Building stories 1 stories YES 2308.2.2 Bearing wall floor to floor heig ht 9 ft YES 2308.2.3.1 Average DL 15 psf YES 2308.2.3.2 Floor Live Loads 50 psf NO 2308.2.3.3 Ground Snow Load 30 psf YES 2308.2.4 Wind speed 90 mph YES 2308.2.5 Truss Span 40 ft YES 1616.6.1 Simplified Analysis Requirements 1. Does Building meet light frame construction criteria ? NO 2. Is building of any other construction with flexible diaphragms at every level as defined in section 1602 ? YES Building ma use Simplified Anal sis Method 8/2/2005 Page 4 Design Intelligence, LLC • DESIGN INTELLIGENCE • 8/2/2005 3685 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 i LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 1 Main Floo r Support Type Fb psi Fv psi E psi GLB 2400 190 1800000 _ Span = 23.5 ft Tributary Area = 12 ft Loads Point Load = 0 Ibs Snow 0 psf Uniform Load = 0 Ibs/ft Live Load 70 psf 840 Ibs/ft Dead Load 15 psf 180 Ibs/ft Moment Live Load Moment = 57986 Ib-ft = 695835 Ib-in Dead Load Moment = 12426 Ib-ft = 149108 Ib-in Section Modulus Required = 352.06 in3 Section Width = 6.75 in. Section Depth = 19.5 in. Section Modulus Provided = 427.8 in3 OK Moment of Ineritia Provided = 4170.9 in4 Deflection Live Load = 0.77 in. U360 0.78 in. OK Dead Load = 0.16 in. Total = 0.93 in. L/240 1.175 in. OK Horizontal Shear fv = 137 psi OK FV = 190 psi Allowable Reaction = 11985 Ibs ' Use 6.75 X 19.5 GLB Page 1 Design Intelligence, LLC ~ DESIGN INTELLIGENCE ~ 8/2/2005 3685 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Type Fb psi Fv psi E psi - - - STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 2 Roof Carrier Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 10 ft Tributary Area = 20 ft Loads Point Load = 0 Ibs Snow 30 psf Uniform Load = '' 600 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 300 Ibs/ft Moment Live Load Moment = 7500 Ib-ft = 90000 Ib-in Dead Load Moment = 3750 Ib-ft = 45000 Ib-in Section Modulus Required = 51.92 in3 Section Width = 3.5 in. Section Depth = 11.875 in. Section Modulus Provided = 82.3 in3 OK Moment of Ineritia Provided = 488.4 in4 Deflection Live Load = 0.15 in. L/360 0.33 in. OK Dead Load = 0.07 in. Total = 0.22 in. L/240 0.5 in. OK Horizontal Shear fv = 162 psi OK FV = 327.75 psi Allowable Reaction = 4500 Ibs Use 3.5 X 11.875 LVL Page 2 Design Intelligence, LLC ~ DESIGN INTELLIGENCE ~ 8/2/2005 3685 `,N Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg. Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 _ PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 3 Extension Rafter Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 14 ft Tributary Area = 2 ft Loads Point Load = 0 Ibs Snow 45 psf Uniform Load = 90 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 30 Ibs/ft Moment Live Load Moment = 2205 Ib-ft = 26460 Ib-in Dead Load Moment = 735 Ib-ft = 8820 Ib-in Section Modulus Required = 27.14 in3 Section Width = 1.5 in. Section Depth = 11.25 in. Section Modulus Provided = 31.6 in3 OK Moment of Ineritia Provided = 178.0 in4 Deflection Live Load = 0.23 in. L/360 0.47 in. OK Dead Load = 0.08 in. Total = 0.31 in. L/240 0.7 in. OK Horizontal Shear fv = 75 psi OK FV = 109.25 psi Allowable Reaction = 840 Ibs Use 1.5 X 11.25 DF Page 3 Design Intelligence, LLC ~ DESIGN INTELLIGENCE • 8/2/2005 3685'rN Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 4 Main Ridg e at Entry Type Fb psi Fv psi E psi GLB 2400 190 1800000 Span = 21 ft Tributary Area = 10 ft Loads Point Load = 0 Ibs Snow 30 psf Uniform Load = 300 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 150 Ibs/ft Moment Live Load Moment = 16538 Ib-ft = 198450 Ib-in Dead Load Moment = 8269 Ib-ft = 99225 Ib-in Section Modulus Required = 124.03 in3 Section Width = 5.125 in. Section Depth = 13.5 in. Section Modulus Provided = 155.7 in3 OK Moment of Ineritia Provided = 1050.8 in4 Deflection Live Load = 0.69 in. L/360 0.70 in. OK Dead Load = 0.35 in. Total = 1.04 in. L/240 1.05 in. OK Horizontal Shear fv = 102 psi OK FV = 218.5 psi Allowable Reaction = 4725 Ibs Use 5.125 X 13.5 GLB Page 4 Design Intelligence, LLC ' 3685 W Hwy 33 Rexburo. Idaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 5 Rafter Car riers at Entry Type Fb psi Fv psi E psi GLB 2400 190 1800000 Span = 21 ft Tributary Area = 7 ft Loads Point Load = 0 Ibs Snow _ 30 psf Uniform Load = 210 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 105 Ibs/ft Moment Live Load Moment = 11576 Ib-ft = 138915 Ib-in Dead Load Moment = 5788 Ib-ft = 69458 Ib-in Section Modulus Required = 86.82 in3 Section Width = 5.125 in. Section Depth = 12 in. Section Modulus Provided = 123.0 in3 OK Moment of Ineritia Provided = 738.0 in4 Deflection Live Load = 0.69 in. L/360 0.70 in. OK Dead Load = 0.35 in. Total = 1.04 in. L/240 1.05 in. OK Horizontal Shear fv = 81 psi OK FV = 218.5 psi Allowable Reaction = 3307.5 Ibs Use 5.125 X 12 GLB 8/2/2005 Page 5 Design Intelligence, LLC ~ DESIGN INTELLIGENCE ~ 8/2/2005 3685 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 _ PARALM 2900 290 2000000 GLB 2400 190 1800000 D F 1300 95 1900000 Beam 6 Entry Roo f Carrier Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 6 ft Tributary Area = 7 ft Loads Point Load = 0 Ibs Snow 30 psf Uniform Load = 210 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 105 Ibs/ft Moment Live Load Moment = 945 Ib-ft = 11340 Ib-in Dead Load Moment = 473 Ib-ft = 5670 Ib-in Section Modulus Required = 13.08 in3 Section Width = 3 in. Section Depth = 9.25 in. Section Modulus Provided = 42.8 in3 OK Moment of Ineritia Provided = 197.9 in4 Deflection Live Load = 0.02 in. L/360 0.20 in. OK Dead Load = 0.01 in. Total = 0.02 in. L/240 0.3 in. OK Horizontal Shear fv = 51 psi OK FV = 109.25 psi Allowable ~ Reaction = 945 Ibs Use 3 X 9.25 DF Page 6 Design Intelligence, LLC • DESIGN INTELLIGENCE ~ 8/2/2005 3685 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburq,ldaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 7 Entry Roo f Ridge Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 6 ft Tributary Area = 10 ft Loads Point Load = 0 Ibs Snow 30 psf Uniform Load = 300 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 150 Ibs/ft Moment Live Load Moment = 1350 Ib-ft = 16200 Ib-in Dead Load Moment = 675 Ib-ft = 8100 Ib-in Section Modulus Required = 18.69 in3 Section Width = 3 in. Section Depth = 9.25 in. Section Modulus Provided = 42.8 in3 OK Moment of Ineritia Provided = 197.9 in4 Deflection Live Load = 0.02 in. L/360 0.20 in. OK Dead Load = 0.01 in. Total = 0.03 in. L/240 0.3 in. OK Horizontal Shear fv = 73 psi OK FV = 109.25 psi Allowable Reaction = 1350 Ibs Use 3 X 9.25 DF Page 7 Design Intelligence, LLC 3685 ~V Hwy 33 Rexburg, Idaho 83440 DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO t~ Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 8 Deco Truss at Entry - Bottom C hord Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 20 ft Tributary Area = 0 ft Loads Point Load = 1350 Ibs Snow 30 psf Uniform Load = 0 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 0 Ibs/ft Moment Live Load Moment = 6750 Ib-ft = 81000 Ib-in Dead Load Moment = 0 Ib-ft = 0 Ib-in Section Modulus Required = 31.15 in3 Section Width = 5.25 in. Section Depth = 9.25 in. Section Modulus Provided = 74.9 in3 OK Moment of Ineritia Provided = 346.3 in4 Deflection Live Load = 0.59 in. L/360 0.67 in. OK Dead Load = 0.00 in. Total = 0.59 in. L/240 1 in. OK Horizontal Shear fv = 42 psi OK FV = 327.75 psi Allowable Reaction = 675 Ibs Use 5.25 X 9.25 LVL 8/2/2005 Page 8 Design Intelligence, LLC ' ' 3688 W Hwy 33 Rexburg, Idaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO • Type Fb psi Fv psi E psi 'i STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 _ PARALM 2900 290 2000000 GLB 2400 190 1800000 _ DF 1300 95 1900000 _ Beam 9 Header at Front Entry Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 7 ft Tributary Area = 0 ft Loads Point Load = 6075 Ibs Snow 30 psf Uniform Load = 0 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 0 Ibs/ft Moment Live Load Moment = 10631 Ib-ft = 127575 Ib-in Dead Load Moment = 0 Ib-ft = 0 Ib-in Section Modulus Required = 49.07 in3 Section Width = 5.25 in. Section Depth = 9.25 in. Section Modulus Provided = 74.9 in3 OK Moment of Ineritia Provided = 346.3 in4 Deflection Live Load = 0.11 in. L/360 0.23 in. OK Dead Load = 0.00 in. Total = 0.11 in. U240 0.35 in. OK Horizontal Shear fv = 188 psi OK FV = 327.75 psi Allowable Reaction = 3037.5 Ibs Use 5.25 X 9.25 LVL 8/2/2005 Page 9 Design Intelligence, LLC ` 3685 `dV Hwy 33 Rexburg. Idaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 __ PARALM 2900 290 2000000 GLB 2400 190 1800000 D F 1300 95 1900000 Beam 10 Bearing W all Window s Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 3 ft Tributary Area = 22 ft Loads Point Load = 0 Ibs Snow 30 psf Uniform Load = 660 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 330 Ibs/ft Moment Live Load Moment = 743 Ib-ft = 8910 Ib-in Dead Load Moment = 371 Ib-ft = 4455 Ib-in Section Modulus Required = 10.28 in3 Section Width = 3 in. Section Depth = 9.25 in. Section Modulus Provided = 42.8 in3 OK Moment of Ineritia Provided = 197.9 in4 Deflection Live Load = 0.00 in. U360 0.10 in. OK Dead Load = 0.00 in. Total = 0.00 in. L/240 0.15 in. OK Horizontal Shear fv = 80 psi OK FV = 109.25 psi Allowable Reaction = 1485 Ibs Use 3 X 9.25 DF 8/2/2005 Page 10 Design Intelligence, LLC ' 135'East Main, Suite A Rexburq,ldaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO 8/2/2005 Foundation Design Allowable Bearing Cap acity 1500 psf Max Roof Span = 40 ft Max Floor Span = 14 ft Snow Load 30 psf Wall Height = 9 ft Floor Live Load 40 psf Stem Wall Height = 8 ft Wall Dead Load 15 psf Stem Wall Width = 8 in. Roof Dead Load 15 psf Brick Dead Load 0 psf Floor Dead Load 15 psf Exterior Bearing Walls - F1 Proposed Footing Roof Loads 900 Ibs/ft Width 20 in Floor Loads 385 Ibs/ft Depth 10 in Wall Load 135 Ibs/ft Stem Wall Load 800 Ibs/ft Footing Load 208 Ibs/ft Total 2428 Ibs/ft Bearing Pressure = 1457 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcing Bar #4 0.2 in*in Footing Continuous Reinforcin g Count 2 bars Stem Wall Continuous Reinforcing Count 8 bars Vertical -Reinforcing Spacing 18 in. Page 1 Deign Intelligence, LLC " • 135 East Main, Suite A Rexburg, Idaho 83440 • DESIGN INTELLIGENCE • REXBURG, MADISON COUNTY, IDAHO 8/2/2005 Foundation Design Allowable Bearing Cap acity 2000 psf Max Roof Span = 0 ft Max Floor Span = 28 ft Snow Load 30 psf Wall Height = 9 ft Floor Live Load 40 psf Stem Wall Height = 8 ft Wall Dead Load 15 psf Stem Wall Width = 8 in. Roof Dead Load 15 psf Brick Dead Load 0 psf Floor Dead Load 15 psf Interior Bearing Walls - F2 Proposed Footing Roof Loads 0 Ibs/ft Width 16 in Floor Loads 770 Ibs/ft Depth 8 in Wall Load 135 Ibs/ft Stem Wall Load 800 Ibs/ft Footing Load 133 Ibs/ft Total 1838 Ibs/ft Bearing Pr essure = 1379 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcin g Bar #4 0.2 in'`in Footing Continuous Reinforcing Count 1 bars Stem Wall Continuous Reinforcing Count 8 bars Vertical -Reinforcing Spacin 18 in. Page 2 Design Intelligence, LLC 368 tN Hwy 33 Rexbura. Idaho 83440 DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO • 8/2/2005 Spread Footing Design Values Allowable Soil Bearing Pressure = 1500 psf Min Reinforcing Factor = 0.002 Concrete Strength @ 28 days 2500 psi Steel Reinforcing (fy) = 40000 psi Footing - F3 Description Vertical Moment Loads 4000 Ibs 0 ft-Ibs L =Length 2.5 ft B =Width 2.5 ft Weight 937.5 Ibs Thickness 1 ft V = 4937.5 Ibs e = M/V 0.0000 Qmax = V/BL(1+6e/L) = 790 psf Qmin = V/BL(1-6e/L) = 790 psf Reinforcing for Long Direction Use 2.5 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcin g = 0.72 in*in Rebar Size = #4 Area = 0.2 in"in Use 4 #4 8.00 in O.C. Reinforcing for Short Direction Use 2.5 ft. Wide X _ 12 in. Deep Footing Calculated Minimum Reinforcing = 0.72 in*in I Rebar Size = #4 ~Area = 0.2 in*in Use - 4 ~ #4 8.00 in. O.C. - Page 1 Design Intelligence, LLC • DESIGN INTELLIGENCE ~ 8/2/2005 ' 368 W Hwy 33 REXBURG, MADISON COUNTY, IDAHO Rexburg, Idaho 83440 Spread Footing Design Values Allowable Soil Bearing Pressure = 1500 psf Min Reinforcing Factor = 0.002 Concrete Strength @ 28 days 2500 psi Steel Reinforcing (fy ) = 40000 psi Footing - F4 Description Vertical Moment Loads 4000 Ibs 0 ft-Ibs L =Length 4 ft B =Width 4 ft Weight 2400 Ibs Thickness 1 ft V = 6400 Ibs e = M/V 0.0000 Qmax = V/BL(1+6e/L) = 400 psf Qmin = V/BL(1-6e/L) = 400 psf Reinforc ing for Long Direction Use 4 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcin g = 1.152 in*in Rebar Size = #4 Area = 0.2 in*in Use 6 #4 8.40 in O.C. Reinforc ing for Short Direction Use 4 ft. Wide X 12 in. Deep Fo oting Calculated Minimum Reinforcin g = 1.152 in'`in Rebar Size = #4 Area = 0.2 in*in Use 6 #4 8.40 in. O.C. Page 2 Design Intelligence, LLC ' 368 °JV Hwy 33 Rexbura. Idaho 83440 • DESIGN INTELLIGENCE REXBURG, MADISON COUNTY, IDAHO • Shear Wall Ana lysis -Wind Against Front Wall Wind Load = 22 psf Roof Height = 9 ft Wall Height = 8 ft Length of Long Wall = 86 ft Area at Mid Height of W all = 1118 ft"2 Wind Force = 24596 Ibs Shear Wall Length 80 ft Shear/ft in Wall @ Mid Height 307 Ibs/ft Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. @ pane l edges and 12" o.c. in the field. Blockin g is required. Seismic Analysis Seismic Multiplier = 0.167 Width Length Load Weight Roof Dead Load 52 86 23 102856 Ibs (includes snow) Long Wall Length 82 ft Short Wall Length 48 ft Height Length Load Weight Wall Dead Load 14 260 15 27300 Ibs Seismic Force @ Mid Height of Wall 21736 Ibs Shear Wall Length 80 ft Shear per ft in Wall @ Mid Height 272 Ibs/ft OK Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. @ pane l edges and 12" o.c. in the field. Blockin is required. 8/2/2005 Page 1 ~~ ~J~g ~ • Floor Joist • ' ' ' ""`h~u~`B,~'n~ 11 7/8" TJI® 210 16" o/c TJ-Bearr~ 6.16 Serial Number: 7003007413 User: 2 8/2/2005 12:22:19 AM Pagel Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~; , z^ Product Daagram "rs Gonc~ptu,~t. LOADS: Analysis is for a Joist Member. Primary Load Group -Office Bldgs -Offices (psf): 50.0 Live at 100 % duration, 15.0 Dead, 20.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.25" 550 / 385 / 0 / 935 2 Stud wall 3.50" 2.25" 550 / 385 / 0 / 935 Detail Other A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1000 1000 1655 Passed (60%) Rt. end Span 1 under Safe loading Vertical Reaction (Ibs) 995 995 1110 Passed (90%) Bearing 2 under Safe loading Moment (Ft-Lbs) 3665 3665 3620 Passed (101 %) MID Span 1 under Floor loading Live Load Defl (in) 0.324 0.402 Passed (U595) MID Span 1 under Floor loading Total Load Defl (in) 0.551 0.804 Passed (U350) MID Span 1 under Floor loading TJPro 40 30 Passed Span1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling -None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Design Intelligence, LLC Rexburg, Idaho OPERATOR INFORMATION: Scott Spaulding Design Intelligence, LLC 3685 West Hwy 33 Rexburg,ldaho 83440 Phone :208-359-1461 Fax :208-359-0740 designintel@msn.com Copyright ~ 2004 by Trus Joist, a Weyerhaeuser Business TJI° and TJ-Beam° are registered trademarks of Trus Joist. e-I Joist°, Pro'" and TJ-Pro'" are trademarks of Trus Joist. ~~ ~I~ ~ Floor Joist ' - ""~`~`h~u~`>3,~'neu 11 7/8" TJ I® 210 16" o/c TJ-Beam 6.16 Serial Number: 7003007413 User: 2 6/2/200512:22:19 AM Paget Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 1.00" Max. Vertical Reaction Total (lbs) 935 935 Max. Vertical Reaction Live (lbs) 550 550 Selected Bearing Length (in) 2.25(W) 2.25 (W) Max. Unbraced Length (in) 38 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 371 -371 Max Shear (lbs) 375 -375 Member Reaction (lbs) 375 375 Support Reaction (lbs) 385 385 Moment (Ft-Lbs) 1509 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 902 -902 Max Shear (lbs) 911 -911 Member Reaction (lbs) 911 911 Support Reaction (lbs) 935 935 Moment (Ft-Lbs) 3665 Live Deflection (in) 0.324 Total Deflection (in) 0.551 PROJECT INFORMATION: Design Intelligence, LLC Rexburg, Idaho OPERATOR INFORMATION: Scott Spaulding Design Intelligence, LLC 3685 West Hwy 33 Rexburg,ldaho 83440 Phone :208-359-1461 Fax :208-359-0740 designintel@msn.com Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI° and TJ-Beam° are registered trademarks of Trus Joist. e-I Joist'", Pro'" and TJ-Pro"' are trademarks of Trus Joist.