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Home My WebLink AboutALL DOCS & CO - 08-00189 - Bingham & Sons - 2nd Floor RemodelU oe �XBUR�� ' 0 6 ZMEO CITY OF REX nsE Americ,4 Family Community Building Permit INSPECTION CARD BUILDING Date Approved 1. Framing No work shall be done on any part of on the premises during construction, 2. Insulation NOTICE! 3. Drywall 2) The permit will become null and void in the event of any deviation from the in each successive inspection without 4. Mechanical 5. Final approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed ELECTRICAL ISSUED TO. 0 800189 PERMIT #: NAME: B & T Builders Inc FOR THE CONSTRUCTION OF: Bingham & Sons 2nd Floo I JO o ��ADDRESS: 11 W Main St GENERAL CONTRACTOR: B & T Builders Inc This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved 04/23/2008 Issue Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of on the premises during construction, the building beyond the point indicated NOTICE! 2) The permit will become null and void in the event of any deviation from the in each successive inspection without accepted drawings. approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without aooroval. Date roved 1. Rough -In 2. Final OTHER Date Approved 1. Fire Department Fina PLUMBING Date Approved 1. Final 11 1 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL ✓;< PLUMBING INSPECTION �F pBRBUQC �4 R d s� 9� U G ' .EO , CITY O F RMURG America's Famity Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 834411 .v -WW VV�/ - VVLV / rQJI LVV J.7."N'-. Building Permit No: 0800189 Applicable Edition of Code: International Building Code 2006 Site Address: 11 W Main St Use and Occupancy: Bingham & Sons Furniture Store Remodel -2nd Floor Type of Construction: Type V, non -rated Design Occupant Load: 97 Sprinkler System Required: No Name and Address of Owner: Bingham Mike E P O Box 324 Rexburg, ID 83440 Contractor: B & T Builders Inc Special Conditions: Occupancy: Mercantile, display and sale of merchandise 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 vLas inspected on the date listed vies found to be in compliance Hith the requirements of the code for the group and division of occupancy and the use for vthich the proposed occupancy vies classified. Date C.O. Issued: November _ j ,%-W08 (03; C.O Issued by: Building Official There shall be no further change in the e)asbng occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Electrical 1 Fire Inspector: P &Z Administrator: o �R xxuR� • CITY OF � T R EX B URG 0 America's Family Community e �'s�xo COMMERCIAL & MULTI FAMILY BUILDING 19 E MAIN, REXBURG, ID 83440 208 - 359- 3020 X326 Please Compl'e'te the Entire Application! 0800189 Bingham & Sons Remodel PARCEL NUMBER: (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# is based on the intormation - must be OWNER NAME.• ; CONTACT PHONE # PROPERTY ADDRESS: PHONE #: Home ( ) Work ( ) S.4 -.5 95 / Cell ( ) OWNER MAILING ADDRESS: // Cl/ mom,„ Sf CITY: STATE: ZIP: ,� � 4 /0 EMAIL FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP, PHONE #: Home ( EMAIL F. Work ( Cell ( ) CONTRACTOR MAILING ADDRESS: r %at> /I CITY fie �� STATE ZIP � - PHONE: Cell# '_3 / - lk? c� Work# Fax# EMAIL IDAHO REGISTRATION # & EXP. DATE &,'�_ L OS? - / ^,,1- 0 ' How many buildings are located on this property? -f - ty v Did you recently purchase this property? N Yes (If yes, list previous owner's name) Is this a lot split? f NC� PROPOSED USE: E: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage ommercI Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjur I hereb certif 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 relatin 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 2003 International Code in cases of any false statement or misrepresentation of fa in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Pennit void if work stops for 180 days. , 314 jerI? 5 . 4_1_/ / - o 0 Signature of Owner /Applicant DATE YES (Please bring copy of new legal description of property) 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 /anus L 2Ni 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** • NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: SETBACKS FRONT SID City of Rexburg Please Complete the Entire Application! If the question does not apply fill in NA for non applicable IDE BACK Remodeling Your Building /Home (need Estimate $ Wz PO 0 SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Second floor /loft area S �? O 0 Finished basement area Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: Water Meter Size: Requlredffl PLUMBING Plumbing Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) F FIXTURE COUNT (including roughed frxtures� 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) Plumbing Estimate $ (Commercial Only) Required( Signature of Licensed Contractor License number Date Parcel M 1 The City oj�Wburg's permit fee schedule is the same as required by theWe of Idaho 11 NAME PROPERTY ADDRESS SUBDIVISION Please Complete the Entire Application! If the question does not apply fill in NA for non applicable Permit# RequiredMf MECHANICAL Mechanical Contractor's Name: b' lusiness Name: Addres City Stat Contact Phone: ( .� edn' Business Phone: ( ) Email Mechanical Estimate $ v o (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Required! Signature of Licensed Contractor License number bate The City of Rexburg's permit fee schedule is the same as required by the State 5 Bull ng Safety Departme City of Rexburg 19 E Main Rexburg, ID 83440 lonellh @rexburg.org Phone: 208.359.3020 x326 www.rexburg.org Fax: 208.359.3024 OWNER'S NAME 6 1 iJC 4&rn � S ,J s PROPERTY ADDRESS 11 kj h s T Ml q 1 rJ SUBDIVISION PHASE LOT BLOCK r cITY O F U ° G REXBURG Ow Americas Family Commimity 0800055 Bingham & Sons - Upstairs Required.!! ELECTRICAL Electrical Contractor's Name 1 'K l— LE ^ -r o i Business Name Address 11 ) C'r, 04 - f - E i�_ Ciry R _ Fi - s2 State 2� Zip 8_5�Vb Cell Phone (ZJ3) - - 1 7 0 Business Phone ( ) cS/f E Fax ( ) Email Electrical Estimate ( cost of wiring & labor) $ o. (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) 0 Number of meters being installed 20 D Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) FEd - 5 2008 CITY OF REXBURG 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: $ QC Y D. QD 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. C'_ - 777 C�c Sign, re of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as require by the State of Idaho 6 (' Signature of Licensed The License number w Date fee scbedule is the same as required by the S tate of Tdahn Building Safety Department �EXBv eG- Jb CITY OF City of Rexburg -- ±� 19 E. Main jonellh @rexburg.org Phone: 208.359.3020 America' Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO - APPLICANT INFORMATION: Business Name: Office Address: APPROVED BY: Office Phone Number: ( ) Contractor Performing the Work: Contact Person: - LOCATION OF WORK TO BE DONE: Street Address Where Work Will Be Done: Business Name Where Work Will Be Done: Dates For Work To Be Done: Contact Person: Phone Number: ( ) Cell # PLEASE CHECK THE TYPE OF PERMITS) 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 Applicant's Signature Date Cell Phone # ( ) To City State Zip 7 SUBCONTRACTOR LIST Excavation & Earthwork: Masonry: Roofing:_ Insulatiol Drywall:_ Painting:_ Floor n C ) 6 1 1 e : 5:17Z', Electrical: Special Construction (Manufacturer or Supplier) Roof Trusses: Floor /Ceiling Joists: Siding /Exterior Trir Other: 8 EXEMPTIAS FROM STATE REATRATTON 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 or 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 for 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 0 0 Des In telligence, LL C Structural Engineering 1037 Erikson Drive Rexburg, Idaho 83440 • Call: (208) 359 -1461 FAX: (208) 359 -0740 Date: May 30, 2008 To: City of Rexburg Building Department Subject: Bingham and Sons Remodel (75 I $q Dear Sir or Madam: The contractor installed 3 3 /4" flooring nails at 4" o.c. instead of the screws specified. I have instructed him to install 1/8 "x5" screws spaced at 24" o.c. to meet the previous requirement. Please call if you have any further questions. Respectfully, Scott A Spaulding, P. . Design Intelligence, LC R D E G E 9 W E JUN -3 2008 B1 cin of RExBuRG 0 0 } De In telli g ence, LL S tructural Engineering 1037 Erikson Drive Rexburg, Idaho 83440 Date: April 15, 2008 To: City of Rexburg Building Department Subject: Bingham & Sons Second Floor Renovation Dear Sir or Madam: '2�'tql Call: (208) 359 -1461 FAX: (208) 359 -0740 The drawing provided calls out two ways to bring the existing floor system up to code. Either is acceptable. Calculations are attached. The customer requested that no structural evaluation of the roof structure be done. In lieu of this the owner has agreed that no insulation will be placed in the roof. This will allow the heat from the room below to minimize snow collection and reduce the loading on the roof. It is my understanding that this was the suggestion provided to the owner by the City. Please call if you have any further questions. Respectfully, Scott A Spau ding, P. . Design Intelligence, C 1 . • w Design Intelligence, LLC Engineering Calculations Summary Date: April 15, 2008 Subject: Bingham & Sons Second Floor Renovation, Rexburg, Madison County, Idaho Customer: Mike Bingham This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2006 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 2006 — 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= 35 psf Snow Load Importance Factor — 1.0 Snow Exposure Factor — 1.0 Wind = 90 mph, Exposure B Wind Importance Factor — 1.0 Wind Exposure = B Seismic Design Category — D 1 Seismic Use Group - 1 References: IBC 2006 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 #X. cot VA Spauld , P.E. Checked By: Date: Date: � 5 • w V; 1 2.. tj _ - 7 r� • G�'l�� -- / � 72e� kle e ne c- L 4�,Z- w v3 Z. ;e - Pl. s 4 y 0-- 9•q `` Z �IL = 6• X5" (! �� -4- (.`75' C1 S, -4� 1Z�5 -�4�� +- 2 6.'T - T. 13 '�' G- ZY , � ,11V- N � = g•�n7 �Z z t Z 4- J, Z= r. -z s C r Z— Gar S. L 1�C4 1_ C� 3 -Design intelligence, LLC 1037 Erikson Dr. Ravhiirn Irinhn R'Addn • BINGHAM SONS • ADDITION RFXBURG_ IDAHO 4/15/2008 Type Fb psi Fv psi E psi i Ply Width L STEEL 24000 14400 29000000 LVL 2600 2 85 1900000, 1.75 - - LSL GLB DF W - 1700 goo 2400 1350 Floor Joists 400 190+ 85 1300000 2000000 1800000 1600000 1.75 1.75 1.5, -_ Type Fb psi Fv psi E psi DF 1350 < 85 1600000 Span = 28 ft Tributary Width = 1`.33 ft Loads Ply Width 1.75 Load 1 Load 2 Load 3 Load 4 Right Reaction Olbs Pt. Load Distance Left Reaction Olbs Snow 0, psf Live Load 35 psf Dead Load 15 psf Uniform Load = 0 Ibs /ft 46.55 Ibs /ft 19.95 Ibs /ft Moment Live Load Moment = 4562 lb-ft = 54742.8, lb-in Dead Load Moment = 1955 lb-ft = 23461 lb-in Point Load Moment = 0 lb-ft = 0 Ib -in Section Modulus Required = 57.93,in3 Section W idth = 1.75 Section D epth = 15 Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = 0.82 Dead Load = 0.35 Total = 1.17 Horizontal Shear fv Left - 53 ps i _ -- ', FV = 85 ,psi _ Use DF 2X15 @ 16 IN O.C. in. in 65.6 492.2 in. In in. - OK , ._ j in3 in L/360 L/240 _ ', fv Ri ht - 0. 93 1. - 53 -- ] Reaction in. in. _ ps i � -- 931 OK !OK OK OK } React 93 1 _ �- -- - lbs — R ht Ibs Page 1 Design intelligence, LLC • BINGHAM SONS • 1037 Erikson Dr. ADDITION Rexbura. Idaho 83440 REXBURG. IDAHO 4/15/2008 Type_ Fb psi Fv psi E psi Ply W idth -- — STEEL 24000 14400 29000000 LVL 2600 285 1900000 1.75 LSL 1700 _ 400 1300000 2000000 1800000; 1600 000 1.75 _ _1.75 1.5 r PARA1,4 GLB DF 2900 2400; 135 290 190 85 W62A Floor Joists Type DF Fb psi Fv psi E psi 1350 85 1600000 27 ft = 1.33, ft Ply Width'___ 1.75 Load 1 Load 2 Load 3 Load 4 Right Reaction Pt. Load Span = T ributa ry Width _D istance Left Reaction 0 lbs 0 lbs Loads Snow 0 psf Live Load 40 psf Dead Load 15 psf Uniform Load = 0 lbs/ft 53.2 Ibs /ft 19.95 lbs/ft Moment i Live Load Moment = 4848 lb-ft = ! 58174.2 lb-in Dead Load Momen = 1818 lb-ft = 21815 1 lb-in _ Point Load Moment = 0 lb-ft = 0 Ib -in Section Modulus Required = 59.25 in3 Section Width = 1.75 Section Depth = 15 in. in. Section Mod P rovided = 65.6 in3 OK Moment of Ineritia Provided = 492.2 in4 Deflection 0.90 - -� -- - -- Live Load = 0.81 in. U360 in. OK Dead Load = 0.30 in. Total = 1.11 in. U2 40 1.35 in. OK Horizontal Shear --- - - - - -- ------- - - - - -- fv Left = 56 !psi - OK fv Right = 56 - psi_ iOK i FV = 85 psi Al lowabl e Rea Left Reaction Right Use fi DF 2X15 @ 16 IN. O.C. 987.525; lbs 987.525 lbs Page 2 Design intelligence, LLC • BINGHAM SONS • 1037 Erikson Dr. ADDITION Rexburo. Idaho 83440 RFXRIIRC. inAHn 4/15/2008 Type Fb psi Fv psi E psi Ply Width STEEL 24000 14400 29000000 -- LVL 2600 285 19000001 1.75 LSL 1700 400 1300000 1.75 PARALAM 2900 290 2000000 1.75 GLB _ 2400 190 1800000 DF W13 1350 Floor Joists 85 1600000 - _ 1.5 -- - - - b pvp i Type DF IF psi si E psi 1350 85 1600000 _ 21 ft = 1.33 ft �- Ply Width 1.75 Load 1 Pt. Load Distance Left Reaction Load 2 Load 3 Load - 4 Right Reaction Span = Tributary Width 0 lbs O lbs Loads Snow 0 psf Live Load 70 psf Dead Load 15 psf Uniform Load = 0 Ibs /ft 93.1 Ibs /ft 19.95 Ibs /ft Moment Live Load Moment = 5132 Ib -ft = 61585.65 lb -in Dead Load Moment = 1100 lb-ft = 13197; lb -in Point Load Moment = 0 lb-ft = 0 lb-in Section Modulus Required = 55.39' in3 S ection Width = 1.75 Section Depth = 15 Section Modulus Provided = Moment of Ineritia Provided - Defl ection - Live L oad 0.52 Dea Load = 0.11 -- - Tot = 0.63 Hor izontal Shear fv Left = 68 I ps FV = 85 si - p . -- Al in. in. 65 .6 492.2 in in. in. OK lo wable - - ---- in3 in4 L/360 L/240 fv Right 0.70 rin. 1.05 68 OK - - O _ -- - in. OK �si OK -- - -- Rea ction Lek eft _ 1187.02 I j - - -- - Reaction Right 1187.025 - +- _ - -- Use DF 2X15 @ __- _ -] 16 IN. O.C. I - - Ibs Page 3 'Design Intelligence, LLC • 1037 Erikson Dr. Rexbura. Idaho 83440 BINGHAM SONS • ADDITION RFXRIIRr IIIAI-I(1 4/15/2008 Type Fb p _2406 I Fv psi E psi Pl Widt STEEL LVL L 2600 285: 1900000, 1.75 PA 1700 2900 400 290 1300000 2000000 1.75 1.75 GLB 2400 190 1800000 DF 1350 85 1600000 1 .5' W61 B Floor Joists - - Type Fb psi Fv psi E psi Ply Width LVL 2600 285 1900000 1.75 Load 1 Load 2 Load 3 Load 4 28 ft = 1.33 ft Pt. Load Distance Left Reaction Right Reaction Span = Tributary Width 0 Ibs 0 Ibs Loads Snow 0 psf Uniform Load = 0 Ibs /ft Live Load 35 psf 46.55 Ibs /ft Dead Load 15 psf 19.95 Ibs /ft Moment - Live L oad Moment = 4562 lb-ft = 54742.8 Ib -in Dead Load Moment = 1955 46-ft = 23461 lb Point Load Moment = 0 l b-ft = 0 Ib -in - - Section Modulus Required = 30.08 i Section Width = 1.75 Se ction Depth = 14 in. in. - - - Section Modul Provided = Mom of Ineritia Provided = 57.2 400.2 in3 in4 OK Deflec L ive Loa = 0.85 In. U3 60 0.93 ' in. OK De ad Loa = 0.36 ! in. - - r Total 1.2 in. L/240 1.4 in. OK - - _.— Horizontal S hear fv Left = 57 OK fv Ri = ! 57 OK psi FV = 285 sl !Allowable - T - - - Use 1.75X14 LVL Reacti Le ft_ _R_e_ action Right (1) 931 Ibs 931 Ibs Page 4 • *Design Intelligence, LLC • BINGHAM SONS • 1037 Erikson Dr. ADDITION Rexburg. Idaho 83440 RFXRURC. mAHn 4/15/2008 Typ Fb ps F v psi E p Ply Width STEEL 24000 14400 29000000 LVL 260 285 1900000 1.75 LSL PARALAM 1700 2900 - 400 290 1300000 2000000 1.75 1.75 -— -- GL B 240 190 1800000 - - DF 1350 85 1600000 1.5 W Floor Joists �— Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 27 ft Tributary Width = 1.33 ' ft Ply Width 1.75 Load 1 Pt. Load Distance Left Reaction Load 2 Load 3 Load 4 Right Reaction 0 Ibs 0 Ibs Loads Snow 0'' psf Live Load 20 psf Dead Load 15 psf � Uniform Loa = 0 Ibs /ft 26.6 Ibs /ft _ 19.95 Ibs /ft Moment Live Load Moment = 2424 — lb-ft = 29087.1 Ib -in Dead Load M oment = 1818 lb-ft = 21815 lb-in Point Load Moment = 0 Ib -ft Section Modulus Required = 19.58 in3 Section Width = 1.75 Section Depth = 11.875 Section Modulus Provided = M oment o f Ineritia Provided = Deflection - Loa Li = 0.69 Dead bo ad = — 0.5 - 1 — in. --- .51 Total = 1.20 i Hori zontal Shear fv Left - 45 p p X - FV = 285 psi in. in. 41.1 244.2 - in. in. - - - in. OK Allowable in3 in4 j U360 U240 fv Rig = � 0.9 1.35 45 ! in. 1 0K in. - psi - - Reaction Left OK - OK OK - Reaction Right -- - Use , (1) 1.75X11.875 LVL _ 62 b 628.425 1 Ibs Page 5 •Des-�gnlntelligence, LLC BINGHAM SONS 1037 Erikson Dr. ADDITION Rexburg, Idaho 83440 RFXRl1RG mAHO 4/15/2008 Type Fb psi Fv psi E psi Ply Width STEEL 24000 14400 29000000 LVL 2600 285 1900000 1.75 LSL 1700 400 1300000 1.75 PARALAM 2900 290 2000000 1.75 GLB 2400 190 1800000 DF 1350 85 1600000 1.5 WB1C Floor Joists Type Fb psi Fv psi E psi DF 1350 85 1600000 Span = 28 ft Tributary W idth = 1.33 ft Loads Snow 0 psf Live Load 70, psf Dead Load 15 psf Ply Width 1.75 _ Load 1 Load 2 Pt. Load Distance Left Reaction 0 lbs Load 3 Load 4 Right Reaction 0 lbs Uniform Load = 0 lbs/ft 93.1 lbs/ft 19.95 lbs/ft Moment Live Load Moment = 9124 Ib -ft = 109485.6 - lb-in Dead Load Moment= 1955 lb-ft = 23461 lb-in Point Load Moment = 0 Ib -ft = 0 Ib -in Section Modulus Required = 98.48 in3 Section Width = 1.75 Section Depth = 15 in. in. Section Modulus Provided = 106.0 in3 OK Moment of Ineritia Provided = 1004.0 in4 Deflection Live Load = 0.80 in. U360 0.93 in. OK Dead Load = 0.'17 in. Total = 0.97 in. 0240 1.4 in. OK Horizontal Shear fv Left = 90 psi NG _ 4 FV = 85 psi Allowable Use DF 2X15 @ 16 IN. O .C. fv Right = 90 psi NG Reaction Left 1R eaction Right 1582.7 Ibs 1582.7 lbs Page 6 m 0 0 F R'S RESPON5IBILITY A TOR'6 ITT TO .—El ALL A6 EC. F THEE CR4ViINGS, A A ND 6TR -%RAI CO. PRIOR TO 6TRUCTO . A cO " —TS $HALL BE TI -E ENGINEER FOR ORRECT h H NGE6 A- B —05EC Esv'H£ IF HE FEE-5 THE ANGE ;5 IN THE FEET ENTER HE -NER CHANGES �RJ.ARDEC TO THE ENGINEER IN ; R T NG FOR AF. RO iAL R 'O GON.TRUCTION. SECOND FLOOR FRAMING FLAN 3116" = 1' O" •. DESIGN FLOOR LOADING 50 PSF LIVE LOAD + 20 PSF PARTITION 15 PSF DEAD LOAD ALTERNATE *1 ADD REINFORCING SEAMS BEAM SCHEDULE WBIA = DF 1.15X15 0 16 IN. O.G. W515 = (1) 1.15X14 LVL - MIDDLE 15' ONLY W52A = DF 1.15X15 O 16 IN, O.G. WB25 = (1) L15XII.815 LVL - MIDDLE 12' ONLY W53 = DF 2X15 6 16 IN, O.C. ALL DOUG FIR SHALL BE SELECT STRUCTURAL TOP VIEW In` A-, —II BOLT$ oP aNG —TT— SIDE VIEW DBL BEAM CONNECTION DETAIL ALTERNATE "2 GLUE AND SCREW T4G TO JOIST i /4" — GWED AND $ O FLOOR JOIST$ s Ib' O G I � -b .GREW. AT I I I � I 5 �r ry � L/� Gv 'WL S� � 0� D T 16 CRAWIN! 6 CR T, 6 LOGAT— AND O.DER ONL A— 6 NC BE REU&EG IN ANY A 'ER WIT OUT THE L ^NSENT OF CE$ GN IN- FL.Gl— LC. w o z m Q m w 3 Q CV o U � m m m 111 ^ m m U o� w P w w O � m z _ 0 za z O � v Y� Cn W ::3 W , w Q oa LU Q 0 U..l z o Q Q Q � z U z 0 37 zm al X v