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Home My WebLink AboutDOCS - 03-00073 - 876 & 880 Parkside Dr - New TwinhomeI U. 4- I R� ,4, FAFLf 3 0 4- v IN P -r CITY OF REXBURG BUILDING INSPECTION SEQUENCE Type of Inspections: For cin -site construction, from time to time the building offieial, upon notification from the permit holder or his agent, shad make or cause to be made any necessary inspections and Shall GNlther a0prove that porfion of the construction as completed or shall notify the permit hold; or his agent wherein the same flails to comply with this cede. 1. LAYOUT: Lot corners staked, staking in place for building, prior to excavation: 2. FOOTING: Commonly made after pales or piers are set or trenches or basement areas are excavated. Forms and horizontal reinforcing tiedin place., vertical reinforcing cut and on job site or tied in place. '3. FOUNDATION INSPECTION: The foundation inspection -shall included excavations for thickened slabs intended for the support of bearing wars, partitions, structural supports, or equipment and special requirements for wood foundations. All farms and reinforcing steel, etc., shall bein place. 4. PLUMBING, MECHANICAL AND ELECTRICAL: Rough inspection: Commonly made prier to covering or concealment, before fixtures are set, and prior to, framing inspecfion. �. TRUSS INSPECTION: Inspections of trusses, fi.FRAME INSPECTION: Commonlymade after the roof, all framing, firestopping, draftstopping and �� bracingare inplace and after theplumbing,mechanical and electri l ca rough inspections ars approved. (Electrical inspection performed through State of Idaho Electrical Bureau). 7. LATH AND/OR WALLBOARD INSPECTION: Commonly made after all lathing and/or wallboard interior is in place, but before any plaster is applied, or before wallboard joints and fasteners are taped and finished. 8. FINAL PLUMBING AND HEATING INSPECTION: All systems in place., fixtures set, ready for occupancy 9. SIDEWALK INSPECTIONS: After forms are set, prior to placing concrete. 10. FINAL INSPECTION: Commonly made after the building is completed and ready for occupancy . 11. OCCUPANCY PERMIT: Issued when, on final inspection, building is ready to occupy. 12. OTHER INSPECTIONS& In addition to the called inspections above, the building department may It make or �equire any other inspections to ascertain compliance with this code and other laws enforced by the building depar-tment. INSPECTION CARD The permit holder or his agent shah post the inspection record on the job site in an accessible and conspicuous place to allow the building official to make the required entries. The record shall be maintained by the permit holder antil the final inspection his been made and approved. I have read the above and will comply in my requests forinspections by giving 24 HOUR NOTICE prior for inspections to be made. Electrical: 356-483D Building" 355-302D ex 341 or 313 Plumbing: 359-30Z�'1'11) ex 341 or 3� 3 ar 359-303� Signature -9. Date:— I / r%�'lLjfr(7 e7j TJ-Beam(TM) 6,06 Serial Number" 70021 14535 User: 1 1 0/1 12003 1:56`45 P Page 1 Engine Verson. 1.6.44 EASEMENT FLOOR BEAM GEORGETOWNIRIVERWQQD 7 3 PCs of 'I 314" x 11 7/$" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Film s , Product Diagram ram i : r ceptUaL LOADS: Analysis -is for a. Header (Flush E Member. Tributary Load VVIdth_ Primary Load Group - Residential'- Living r (psf), 40.0 Live at 100 % duration, 1 . Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) [feta iI Other Width Length Live/ dead/Upflf To i I Stud wall 3.50" 3.50'" 2880 / 10021 / 3882Al'Blocking in 1 Ply 1 3/4" x 11 7/8" 1.9E Microl[arnO .LVL Stud wall 3.50fl 3.50"` 288011002 3882 Al' Blocking 1 Ply 1 3/4" x 11 7/8" 1.9E 'I roll m LVL -See TJ SPEClFIER'S 1 BUILDERS GUIDE for detail(): Al, Blocking oEstGw CONTROLS: Maximum Design Control Control Location Shear (lbs) 380 -3260 11845 Passed (28°/0) Rt. end Span I under Floor loading Moment (F# -Lbs) 14857 14$87 26772 Passed (56%) MID Span I under Hoar loading Live Load Qefl (in) 0.372 0.392 Passed (U505) MID Span 1 under Floor loading Total Load Defi# {ire} 0.501 0.783 Passe! (L1375) MID Sian 1 under Floor faading -deflection Criteria- STAN DARD(LL:Lf480,TL:L1240). -Sracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Prader attachment and positioning of lateral braying is required to achieve member stability. ADDITIONAL TES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist LTJ). TJ warrants the i inof -its products by th's softwarew-111 be accomplished in accordance with TJ product design criteria and code accepted design vaiues. The specific product application, input design loads, and stated dimensions h ave been provided by the oft r user. This output has not been reviewed by a TJ Associate. -Not all products are read ply available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR T US JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -AfJowable StressDesign methodology was used for Building Code UBC analyzing the TJ Distribution product listed above- -Note- See TJ SPE I FIEF ' / BUILDER'S GUIDES for multiple ply connection- PROJECT onn tion_ PROJECT INFORMATION: Copyright 0K 2003 by Trus Joist, a Weyerhaeuser Business Microllamg is a registered trademark Q f T.'c s joist. OPERATOR INFORMATION: RYAN t EI KLE BMC WEST 202 WEST MAIN REXBURG, IDAHO 83440 Phone.- 208- -9292 Fax - 008-356-3299 MEIKLE@BMCVVEST.COM f4ZJ e 7J W A Wwrh.aftigcr Buy-r€j 5 TJ -B a (T ) 6,06 Serial Num6er 70D2114535 User` 1 101112003 1:56.45 P Page 2 Engine Version- 1.6.44 BASEMENT FLOOR BEAM GEORGETOWNIRIVERWOOD 3 Pcs of 1 3/4" x 11 718" 1.9E Microllam@ LVL THIS PRODUCT MEETS OR. EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load roup: Primary Load Group Loading on all Design Shear (Its) Max Shear ( lbs spans, L LSF =0. 90 Dead 1 981 Member. Re -action (Its Support Reaction (1 Moment Ft -Lbs PIPET INFORMATION: 981 1 002 Copyright U,2003 by Trus Joist, a Weyerhaeuser Business Microll m. is a re i,5tered tradEne_az-k of Trus Joist. Only -841 -981 981 1-002 3842 OPERATOR INFORMATION: RYAN MFIKLE EMC ''LST 2021NEST MAIN REXBURG, IDAHO 83440 Phone, 20$-356-9292 Fax :008-356-3299 MEIKLE@BMCWEST.COM I T`x Max. Vertical Rear ion Total (Ibs) 3882 3882 Max. Vertical Reactiori Live (ibs) 2880 2880 Required Bearing Length in 1.50(w) 1. ( ) Max. Untraced Length (in) 32 Loading n all spans, LDF = 1.00 Diad T Floor Design Shear (lbs) 3260 -3260 MaxShear (lbs) 3801 -3801 Member Reaction (lbs) 3801 3801 Support Reaction (lbs) 38B2 3882 Moment (Ft -Lbs) 148 Live fle tion (in) 0.372 'dotal Deflection (in) 0.501 Loading on all Design Shear (Its) Max Shear ( lbs spans, L LSF =0. 90 Dead 1 981 Member. Re -action (Its Support Reaction (1 Moment Ft -Lbs PIPET INFORMATION: 981 1 002 Copyright U,2003 by Trus Joist, a Weyerhaeuser Business Microll m. is a re i,5tered tradEne_az-k of Trus Joist. Only -841 -981 981 1-002 3842 OPERATOR INFORMATION: RYAN MFIKLE EMC ''LST 2021NEST MAIN REXBURG, IDAHO 83440 Phone, 20$-356-9292 Fax :008-356-3299 MEIKLE@BMCWEST.COM k. z 13 0 i IL ' •1 a y Y. d i i I t o 0 AL t 8 k w n lYI '.r AL t 8 a n � r t� t PF t ' 9 Aj •4� 4 1. r 3 r j t a