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BOND -BEAM - <br />_,---GONTIN. PRECAST HEADER -----' <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />DOUBLE WINDOW R�T��IT D�T� I L° 0NRY P I �R D�T� ISCALE:" <br />@�xt5 <br />: NT5 TRIPLE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DRILL 6" INTO EX15T'6 LOGATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I I = <br />30 LAP SPLICE I I I m0 4x6 P.T. -� <br />z_ P05T <br />a a . <br />II III-III=III=III=1 <br />6RADE __ 11=1 I I —III —I 11-1 <br />-1 I —III —I —III a I 1=III—III—III—� DROPPED <br />=1 I I=1 I I I=1 I a 1=III—III—III- BEAMS <br />Q I —I I —III a III —III —III- PER PLAN <br />�1111Ti111111111 01 11�11111�1111- <br />M 155ED DOWEL RETROi IT DETAIL <br />SCALE: NT'S SIM. ® GMU STEM FOR DROPPED 6RADE <br />r <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRUSS TO GMU W/ <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU Wl (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 W/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, W MIN <br />END LENGTH <br />REAR WOOD LANAI <br />T*`F. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />FASTEN EVERY OTHER <br />TRU55 (W/ WEB BLOGKIN6 <br />A5 REOD) TO 2x 13LOGKIN6 <br />W/ (1) 51MP50N A35 CLIP — <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />- PROVIDE SOLID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FA5TENIN6 <br />IT DETAIL <br />FULL DEPTH BLOGKIN6 ` <br />(VtW' 05B (MIN), IY4" LVL OR TRU55 \ / <br />FLOOR TRU55E5 BLOGKIN6 PER MANUF) ® 48" <br />-PER PLAN O.G. FASTENED TO 2x BLOGKIN6 <br />W/ (1) SIMPSON A35 CLIP <br />FASTEN EVERY OTHER TRUSS TO GMU <br />W/ 51MP50N MT5MI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" DIA. <br />x 2 Y4" LONG TITEN 5GREW5 <br />2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />GMU W/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5 @ EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOGKIN6 W/ <br />%WxO.131" NAILS @ 3" o.c. <br />2x OR 1" 056 <br />DEGKIN6 — <br />(TYP) <br />(1) 51MP50N - <br />A35 CLIP <br />EA. 5TRIN6ER <br />(3) 51N6LE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />® EA. 5TRIN6ER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />W/ (3) 3i(b" DIA. x 3 Y2" <br />LON6 TAPGON5 <br />(D <br />STr�IR 5EGTION <br />SCALE: 3/4"=1'-O' <br />SEE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FLOOR TRUSSES <br />-PER PLAN <br />r FASTEN BLOCKING TO GMU W/ 51MP50N <br />MT5MI6 TWI5T STRAP. FASTEN STRAP <br />TO GMU Wl (4)Y4" DIA. x 2Y4" LONG <br />KA <br />KA TITEN 5GREW5KA <br />[1\\\\\-2x6 FLAT BLOGKIN6 TO EA. 51DE OF <br />05B BLOGKIN6 (I6" MIN. LEN6TH) <br />FASTENED DOWN TO GMU Wl (3)Y4" DIA. x <br />3 Y2" LON6 TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" <br />Ao TOENAILS ® 3" o.c. <br />R T1 OBIT DETAIL <br />SCALE: 3/4"=1'-0" <br />FLOOR TRUSSES <br />(SEE PLAN) <br />FLOOR 6.T. <br />- PROVIDE VERTIGAL5 <br />OR SOLID BLOGKIN6 <br />EA. 5TRIN6ER LOCATION <br />®z G. 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