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14-145-010LIVE LOAD 30 PSF DEAD LOAD 15 PSF—TOP CHORD DEAD LOAD 10 PSF—BOT. CHORD TOTAL 55 PSF WIND LOAD SPEED: 175 MPH EXPOSURE: C RISK CATEGORY: I ENCLOSED BUILDING INTERNAL PRESSURE COEF: +/— 0.11 I N EW ..a — EXIST T. PROVIDE 2 #5 X 3'-0- TOP & BOT LONG BARS 0 TIE BEAM. DRILL 1' DIA HOLE & EMBED 6" INTO EXIST T.B. & FILL W/ HILTI HIT-150 HIGH STRENGTH EPDXY EXIST T.B. B. DET 3 TIE BEAM/TRUSS CONN. SCALE: 3/4" = l'—O" KK fifenulimill CAPACITY ---------------------- - - MARK MANUFACT. DESCRIPTION :G:R :AV::l TY: �U P L I F T NU—VUE NVHTA NOAl2-0130.32 2288 # 2 "_; NU —VUE JNVSTA NOAl 2-0130.32 1046 # 3 11 NU—VUE ISEE DETAIL BELOW (NVUCB) 14 -10d X 1 1/2" STRAP & 6 -10d X 1 1/2" SEAT 5-10d X 1 1/2" STRAP & 6-1 Od X 1 1/2" SEAT 4 i USP RT1 6F 1090 # I 12-16d STRAP 0 24" OC -------------- 5 6 PITCH 1, 3/12 THRU 5/12 2 L 13/16- HOLES PLA-FE. TWO PLY TRUSS MAX. UPLIFT 2 UPPER BOLTS=7,200 lb MAX. UPLIFT 2 LOWER BOLTS=10,500 lb i A1 m TB R82 RB1 2 LO 1/ 0410 1 = a? I I= rod 1A 14m dlEl PA CIA m cc 0,4 1-11 -1 ill PIP-111 M�ll .......... ...... ............. tQ .... .... .... 04/01/14 ... R'C"C ............... L ......................... . ...... ............. .................. z.............................. ... . ....... . ............................. ....... ........ . . ... .......... m- - BEAM SCHEDULE ELEV. REINFORCING 3 STIRRUPS MARK SIZL- SIZE TO P OF SPACING REMARKS BEAM BOTTOM MID TOP NO. EACH END TB 8X12 8-4- 2 # 5' 2 # 5 1ST 4 0 129* BALANCE 048" OC RB1 8X18 8 —4" 12 # 6 :2 # 5 2 # 5 AT 8" THRU RB2 8X18 8F-4" ---------- 12 # 5 12 # 5 1 2 # 5 AT 8" THRU DROP BM & ADD 2 #5 RB1 2 LO 1/ 0410 1 = a? I I= rod 1A 14m dlEl PA CIA m cc 0,4 1-11 -1 ill PIP-111 M�ll .......... ...... ............. tQ .... .... .... 04/01/14 ... R'C"C ............... L ......................... . ...... ............. .................. z.............................. ... . ....... . ............................. ....... ........ . . ... .......... m- -