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HomeMy WebLinkAboutFraming Repair ReportBoise Cascade BCC Repair Form Contact 'pz' `'Y", /-<%- Y E-mail f-< r� c-4-rL / Q Boise Cascade Englneered Wood Products 1351 E. GG1h Avenue I Denver, Co 00228 Oltice (any) 209.3271 i fax (303) 227.9485 Phone #��'��Y��� Fax # Job Name 1�` r �-'� S�Rr�� Date Job Address 3 -o 3 5'AA i ^#aSS City, State -5'fA e'— ­' Builder 8 o L i-oTA Plan # Lumber Dealer ��rr 0� rsRS©wr2�rr Product Series Product Depth O.C. Spacing Double BCI ❑ 5090 ❑ 6000 ❑ G5a9 p Go ❑ 90 ❑ 9-1l2" ©-11-718"❑ 1411 ❑ 16" ❑ ❑ 12" ® 16" ❑ 19,2" ❑ 24" ❑ -- ❑ No ❑ Yes Live Load ter`✓ Dead Load I I Desc There are two holes drilled flange iust off the center bf 1AlI7 se Calade Jason Raplch, P,E Westernaduct Reg Io n0ar U73 S. Redwood Rd. Suite $21 Salt Lake City, UT 84123 1013012025 T: 801.904.2339 C: 001.073.0024 LWT&plS!+MAM i►Z� Gyperete 1 L. Wt. Conc. ❑ No ❑ Yes,_" thick h the SIMPLE SPAN (SIDE VIEW) ram (dimension) damage to joist in relationship to spans and het MO :.t (TOP VIEW) Shade & 171menslon area cut; t, Flange reinforcing is required per the attached detail for this span condition. I Boise Cascade Engineered Wood Products BCI / AJS Notched Flange Repair Calculator Job Name: Lot 42 Elksprings Address: 3030 Elksprings City: Glenwood Springs, CO Supplier: BFS Builder: Bboulder Construction Services Date: 10/30/2025 Notes: Joist Series BCI 60 2.0 Joist Depth in 11.875 Number of Joist Ply's 1 Flange Width in 2.31 Flange Depth in 1.5 Web Thickness in 0.375 Top or Bottom Flange Top Flange Stress Condition Tension Flange Tension Ib/in2 2151 Live Load psf 40 Dead Load psf 15 OC Spacing in 16 Span Length ft 14.75 Notch Location ft 1.00 Simple or Multiple Spans Complex Moment @ Notch (calculated) Ib*ft 504 Moment @ Notch (entered) Ib*ft 1460 Force @ Notch lb 1689 Notch in SIDE or from EDGE SIDE Notch Depth: SIDE in 0.968 Notch Stress Conc Factor Remaining Flange Area In' 0.56 Remaining Flange Capacity lb 1210 Flange Capacity Ratio 1.40 Force Transfer by Reinforcement lb 479 Reinforcement Required Side Notch Edge Notch --01dN— k IF d T 17 Flange reinforcing is required per the attached detail for this span condition. K simple spans - calculated by spreadsheet •multiple apans and/or non -uniform loads - moment entered by user Enter moment here if joist is beyond simple span application This certification is for a Boise Cascade individual building component only and not for the building system as a whole. The component design as shown on this report is based upon loadings and dimensions provided by others. Building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the building designer. Reinforcement Species/Type DF Web Depth (for reference) in 8,875 One or Two Sided Reinforced 1 Reinforcement Thickness in 1.5 saw Caecado Reinforcement Depth m 5.5 Jaaan Rapiah, P.@ Nail Size 10d box weatarn oduct Reg Ia n-"r 5673 S. Redwood Rd. Suite 021 Nail Capacity lb 67 Salt LaO City. UT 84123 1013012025 # of Nails Required 1516433� 96673.6624 Length of Reinforcement ft 6 Nail Spacing in 4 # of Nail Rows 3 Total # of Nails 49 Rein Tension lb 2681 Reinforcement Adequate? OK 7jit ¢.� k.. -�131 ' N`- RRI iiii ill .J al i:.�i] Stl 4[l !LS Cf:l iCl air SQ! 1i31 L9i u91 5•JI V91 �y •, 1 1 1 q w 'e C, 1 � s 0 Q 0 — Q � �- w �oU) O NQ—J c O U J U O M 0- Om J cn Opp S1 CD (p O C ti E O O m N cc �nUn_3t� cu U U) c O U EO U c O O >,� S` ,V t 04 A a)m N o Y o 0 m O~cco L O O "� (u c 5 O E L cu mUwa0 o CD mcn c z 'O O SL L c L c Of U U N O Z 0 X 1 N S 1 G I ca � S N I I c 0 Iv U) u� 0 M U a p .� A 3 � In � •o a OEli to -2 t•�U-D O 10 ma m2w v E 4_.� m c E 0 0 `O •> Em�'CQ O CC) ° aE•20 'L a Na)o-0� x 0 ��o�rn0 •y 5 to ��0 Ip C >.c�a O>e w d V O ° I m a o m cm c •-�� `C 00 cu o C c a O O 3 Ow v5 E'w +4 Ij 0 Cam: VCL Iv y (D :5w Z 0' « O _ O�'•IA C Q��- w 007 +-+ N Z E c w U) w 0m �4 �0=.�0—' C W > E c o c,�',C � ; C f9 + Q O v O C. $�+ �C a a 7 0 j fn 00 0 m�3= 0 L) O c�n �'ao •. d H cV •-a) M y O 0 C C U Cl] m m c W c N o c y M o~ O E C• Iv (� y o -acn0 c w O LL. •� 0 O +`+ v C m = c J tea Z L O S 00 C C m> N 0 an +�+ a C Z y w a 0 Q r...... _�NM Q E O Q� W z, a�-ox