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13-240-030Y TIE BE EXIE TRU :ATHING PIGGYBACK TRUSS (TYP.) 2 "x4" SHIM (CONT.) FASTENED WITH 12d NAILS AT 12" O.C. (TYP.) CONN. kKtrLK TO SCHEDULE) PIGGYBACK TRUSS CONNECTION SCALE: 3/4" = 1" -0" R "x12 "x6" 0 (2) J "O HILTI HIT HY150 (OR EQUIV.) EMBED. 5" HIDDEN BENT E PLYWOOD SHEATHING /-WD JACK / RAFTER RN M • f "O A307 PPFFAR THROUGH ROI TS WD TRUSS M . CMU WALL TERRACE RAFTER CONNECTION SCALE: 1" = 1" -0" 0 I N EXTEND STIRRUP ROOF NOT SHOWN FOR CLARITY TIE BEAM (REFER TO PLAN) �GMU WALL OPENING (COORD. (REFER TO PLAN) W/ ARCH. DWGS.) LY TIE BEAM AT OPENING SCALE: 3/4" = V -0" L4 I CONC. TIE BEAM ADD (1) #5 MID. REINF. MID. (REFER TO PLAN) REINF. WHEN BOTT. OF TIE BEAM IS DROPPED MAX. 24" L4x3x}x0' -6" (SHORT LEG HIDDEN) PLYWOOD SHEATHING WD RAFTER (REFER TO PLAN) (2) J "O HILTI HIT HY150 (OR EQUIV.) EPDXY ANCHOR EMBED. 5" _ -.:y A O A307 THROUGH BOLT PREFAB. WD TRUSS CMU WALL - '3' TERRACE RAFTER CONNECTION SCALE: 1" = V -0" (2) #5x34" TOP & BOTT. EMBED. 4" INTO EXIST. IN EPDXY ADHESIVE (TYP.) EXIST. TIE BEAM (F.V.) EXIST. CMU WALL (F.V.) STARTER COLUMN (REFER TO PUN) TIE BEAM AT EXISTING SCALE: 3/4" = 1" -0" PLYWOOD SHEATHING FUPLIFT CONN. (REFER TO PLAN Ic SCHEDULE) OL T.O. BEAM REFER TO PLAN PREFAB WD TRUSS : !A Lf (BY DELEGATED -! CONC. BEAM ENGINEER)- (REFER TO PLAN) EXIST. PLYWOOD • , SHEATHING (F.V.) HANGER (REFER TO PLAN Sc SCHEDULE) EXIST. WD TRUSS (F.V.) ROOF SECTION SCALE: 3/4" = 1" -0" WD RAFTER (REFER TO P WD JACK RAFTER ' (REFER TO PLAN)— PLYWOOD SHEATHING 6Yi' 4Y,�` 10 ras. „x ,�x � � 1 144.P W PLYWOOD SHEAHTING J "O A307 THROUGH /-BOLT (TYP.) " 02'91 BENT It--J LWD LWD JACK JACK BENT :> $x RAFTER It RAFTER TO JACK RAFTER CONNECTION SCALE: 1 " = 1" -0" PREFAB WD TRUSS (BY DELEGATED ENGINEER) WRAP EXIST. TRUSS IN 30# ROOFING PAPER— #5 W/ HOOKED END EMBED. 4" INTO EXIST. IN HILTI HIT HY150 (OR EQUIV.) EPDXY ADHESIVE 0 24" •••} .1Y U • ••Y•w UU• • • • • G U U • see • U • q ♦ u • w W . • • u • •••• • Y W • 00TH ?,,I!,AN Nq UPLIFT CONN. (REFER ••''EN''G�Z' TO PLAN & SCHEDULE) = : •�.�0' `sF ••.0 ro nri 17 I5t . .� T.O. BEAM %�•c��'•;�<OR\©�•'�� REFER TO PLAN Fs+ ••... •..•�C? '-EXIST. TIE BEAM (F.V.) ROOF SECTION SCALE: 3/4" = 1" -0" W z U S/0 N A1. LE CONC. BEAM D (REFER TO PLAN) M w EXIST. PLYWOOD INNER W V e4 Ln qs err c n • SHEATHING (F.V.) Z e'n nn M c o i Z �-n0n 2 ._ L J �� ':(�j N .. T - W a dc o ,� •� .c mW� `s U N .B o I = � A w 0 L ... EXIST. WD N ;3 TRUSS (F.V.) '-EXIST. TIE BEAM (F.V.) ROOF SECTION SCALE: 3/4" = 1" -0" W z U e LF z D • w • v w w • W Y Y Revisions 4 V V V V u •W• r ••• • •••• • r • 00ee 4p • • rr O LL z O D < CY) � + w U F--0 .z Wrr OW 0 O Cn LL z U) - W � rr < Q cn U _ zW cc r� < �o O (,z CO/) W U) O a_ O J L:) co o� C� Z +� o N d' 0 o u 41 r N as LL u OW w C0 LL Woo EN so X0 C 0 11 a W a o L = Q WD L0 CQ L _O LL 0 N (Eii U }� u� 0 ■ Z Q w, N OQ W Q � U) 0 0 " N �W Lo Job No. 12 -018 Date 02/18/13 Scale SHOWN SECTIONS & D ETAI LS Sheet No. V.J. z U e LF Job No. 12 -018 Date 02/18/13 Scale SHOWN SECTIONS & D ETAI LS Sheet No. V.J.