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PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />w <br />=d <br />Ln <br />2x6 FASCIA <br />-SEE ARCH <br />8" CMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I SECTION <br />SCALE: 3/4'=1'-0" <br />3/s"x0.113" RIN6 SHANK <br />2x4 FLAT BLOCKING @ 16" o.c. <br />FASTENED TO BOND BM, w/ Y4" <br />TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SE <br />TISC3/4"=I'-0" <br />2x4 CATS ® 16"o.c. <br />FASTENED TO GABLE END <br />FASTEN SHEATHIN6 TO 2x4 <br />2x4 BLOCKING w/ <br />TRUSS w/ (2)3"x0.131 ° <br />BLOGKIN6 w/ 2 %"x0.113" <br />(3)3 Y4"x0.131 " <br />TOENAILS. <br />RING SHANK NAILS © 4"O.G. <br />TOENAILS EACH END <br />x12�MAX 2'-0" MIN <br />XX " i <br />6ABLE END VERTICAL WEB <br />REINFORCING AS REQURIED <br />I ROOF 5HT6 <br />(4) 3 Y4"x0.131" <br />BY TRUSS MANUF. <br />SHALL BE <br />NAILS <br />2x8 P.T. PLATE FASTENED <br />GONT. 24" MIN <br />TO BOND BM. W/Y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLTS ® 52" O.G. <br />WITH T (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2 Y2"xO.BI" NAILS <br />6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE w/ <br />Y4" DIA. x3v2" LONG 5D5 <br />SCREWS @ 16" o.c. <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOGKIN6 @ 4E <br />PROVIDE MOISTURE <br />SPACED @ 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ <br />ROOF TRUSSES -GUT TO FIT <br />WOOD MEMBERS ON GMU <br />(PER TRUSS MANUF.) <br />NAILS @ 12 O.G. <br />TI6HT BETWEEN TRU55 BOTTOI <br />CHORDS AND NOTCH AROUND <br />8" GMU BOND BEAM w/ <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />BLOCKING w/ 50REW5 <br />8" REINF. GMU WALL <br />MAIL5 ® 6" O.G. <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS SECTION <br />2 SCALE: 3/4"=1'-0" <br />CAr==},I onn' 5HT6. TO HIP <br />1.113" RIN6 <br />6" O.G. <br />HIP 6.T. <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />ROOF TRUSSES <br />-SEE PLAN — <br />\-FASTEN BOTTOM CHORD OF <br />8 GMU BOND BEAM w/ 6.T. TO TOP OF WALL w/ <br />51MP50N H6AMIOKTA GLIP <br />(1) #5 BARS GONT. 4811O.G. <br />8 REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />4 HORZ. REINF. SPECS <br />SECTION <br />SCALE= 8/4"=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 3/8"x0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 5PEGIFIGATION5 <br />SECTION <br />3 SCALE= a�4'=I=-0' <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR OOF TRUSSES <br />CONNECTOR PER PLAN <br />SPECIFICATIONS-- _ <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />8" GMU BOND BEAM PROVIDE MOISTURE BARRIER <br />W/ (1) #5 GONT. PLATE (PER TRUSS MANUF) <br />EACH TRU55. <br />8II REINF. GMU WALL <br />-SEE PLAN FOR VERT. VERT WALL REINF. TO <br />4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM <br />SECTION <br />20 SCALE: s/4'=I'-0' <br />VALLEY SET <br />OVERFRAMI N6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRUSS BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI DN172P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL <br />3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />TYPICAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />SECTION <br />SCALE: <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br /><TEND INTO <br />'BEAM <br />ALL LAPS IN MASONRY 25" <br />- RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SCALE: NM <br />BOND -BEAM <br />NOTES: <br />EPDXY <br />I. UTILIZE OR <br />�`GONTIN. PRECAST HEADER i� <br />OTHER ENGINEE6INEE R APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />SEE DETAIL I ON <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT 5HOWN <br />NOTES: <br />STRUCTURAL PLANS FOR <br />IN5TRUCTION5. <br />HERE <br />- <br />ADDITIONAL CONNECTION <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />INFO NOT 5HOWN HERE <br />FUTURE 8" GMU <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/b"x4" TAPGON5 6" <br />8 GMU PIER <br />BLOCK <br />#5 VERT. BAR TO BE <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />ENTIRE COLUMN TO <br />LOCATED PER PLAN <br />BUCK. <br />BE 6ROUT FILLED <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />DRILL 6" INTO EXIST'6 <br />� <br />IN GROUTED CELL <br />51MP50N M5TMI6 TWI5T STRAP. <br />SLAB, EPDXY 4 DRIVE <br />I I <br />2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />#5 DOWEL, PROVIDE MIN. <br />- <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />Y4" LONG TITEN SCREWS <br />30" LAP SPLICE <br />I <br />C) <br />TH15 CASE. <br />z <br />GAST-GRETE <br />GA5T-GRETE <br />PROVIDE M015TURE BARRIER <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />WINDOW SILL, <br />WINDOW SILL, <br />PLATE (PER TRUSS MANUF) @ <br />- <br />BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. @ <br />OR EQUIV. <br />OR EQUIV. <br />EACH TRU55. <br />EA. 5000ES51VE BUCK. <br />- <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />6RADE <br />III -III -III -III —III. <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET, <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN 13LOGKIN6 TO ROOF <br />- <br />-III- II. III -I <br />� <br />a . <br />—I I I=I I -I I I- <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />TRU55E5 w/ (2) 3Y4"xO.131" NAILS ® EA. END. <br />-' <br />-I I 1: <br />ROWS OF 2 y2"x0.131" NAILS 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />_ <br />I=III <br />1115 <br />III— 1- <br />BOCK SPECIFIED WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />I I-_-III- <br />''=1 <br />BY wlNDow/DooR <br />I I III —III III—� <br />I' <br />MANUFACTURER <br />WINDOW/POOR BUCK DETAIL <br />H SCALE= NM <br />DOUBLE WINDOW <br />L MA�50NRY PIER DETA� I L <br />SCALE: NM TRIPLE WINDOW SIM. <br />RETROFIT DETA� I L <br />P SCALE: 3/4'=1'-0" <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE= NTS SIM. a GMU STEM FM DROPPED 6RADE <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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