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1413 Begonia Street (2) Truss Connections Garage for Dick Smith The Fonda Corp. Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Ri ht Connection Plate Connection Connection T1 1530 1530 (1) RTPGA830ts N/A TPP4 on Post T2, T3, T4, T5 790 790 HDPT2 TYPICAL TYPICAL ALL OTHER'S <51 0- (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP stud3 (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at Zo.c.) Nail with 8 - 1 Od com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750#; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. Z 2-N"Ce *0(1 ........... Jeffrey K. Hulsb.erg-PI.E. (904) 886-2401 Q 36, 0 �20,0 \J! F-,- re 41 7T --0 vp AIAIL AT (0**10,C owAtL :§uprokrs t COM OlLtd wC- S14AJJk C; A 2 o, X Daust-E O^j 7141!9 wA1)4- V, Co TPP40 32.11vor, 10 q��A I GO PA S) I\n wT N22 A' -�T&AP HE:ADCLQ- T'O CnIPPLCS' \-v/6L)5gMC0 P-TPG-"3(. -5-r^APs ON CA614 CAW P-Tp" 93to T-g x w A"k-z"t ap r P p 4 -Z /,.a C, PAS LrR 7 A� 1, - i&,~J PASI U-, -v� 2-0 12 -o ' 4 50-6 \151MP!0Q PASI 0-- SF-AAr-0 FTP42--�- &JA,1L W121- 16d CpPA �-rya) SW Shearwalls nailed at So c.c.on edges and 120 oc.on Intermediate supports wfth 8d e common nails. w SCALE, APPROVED BY. FRAWN BY DATE tj., REVISED Shearwalls nalleda" t 3"o.c.on edges and al I Z'o.c.an Intermediate supports with 8d -0 t common n IS. Building and Zoning ' 14.3 9. y Ix a a,- 7) - -------- 75 DRAWING NUMBER C-x y- I Tl- t SCAtE: APPROVED BY: DRAWN BY jig L*A DATE: REVISED A . - 4P/ IJ DRAWING NUM Az BEN V)l a47 At�.AJ )A 7 e- 1 —4 y-a I s 7 lz� e,I A x - ;, 4 pi . ............ _j PA Rc v I ws-r--.4 1-1 1 Ix ,-31 e A L F7 e!S tj SCALE APPROVED BY DRAWN BY DAIY REVISED CA- ("l-f 0 t 0 DRAWING NUMBER