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PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 9/4"=1'-0" <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. - <br />EXTERIOR WALL 5HT'6. TO RUN - <br />CONTINUOUS FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2'x0.131" ® 3" O.G. INTO SOLE - <br />PLATE <br />LADDER TRU55. FASTEN LADDER <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 Y2"x0.131" ® 3" O.G. INTO <br />LADDER TRUSS <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRUSS w/ 3"xO.131" <br />NAILS ® 6' o.c. <br />FASTEN LADDER TRU55 TO GMU--1 `- 2x4 (MIN) 5PF #2 BLOCKING A5 SHOWN AT <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUT5IDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />3 S SCALE: 9/4"s I'-0" <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />48" o.c. FACE NAILED TO TRU55 TOP � <br />BOTTOM CHORD w/ (4) 3"x0.131" NAILS. <br />8 GMU BOND BEAM <br />FASTEN ROOF 5HEATHING <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />�Q <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />C SECTION <br />25 SCALE: 9/4"=1'-0" <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"xO.131" <br />NAIL5 ® 16" O.G. <br />FLOOR TRU55E5 <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131" TOENAILS <br />SECTION <br />v� SCALE: 9/4'=1'-0' - <br />2x4 o 16"O.G. FASTENE-D- <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARE <br />PER ARCH FOR <br />FIREPROOFING <br />q" MAX <br />GABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS ® 12" <br />O.G. CONNECTING BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OF <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP5ON A35 <br />CLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 -� <br />BRACE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />d (2)3 Y4"xO.131" TOENAILS <br />FASTEN ROOF 5HEATHING TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 YZ"x0.131" NAILS ® 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"xO.131" <br />NAILS ® 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />NOTES: <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RING SHANK NAILS o 4"O.G. <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />`F -1 VIC a1lVIC I CiC/ <br />SECTION <br />26 SCALE= 9/4'=1'-0' <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELO <br />WITH (1) 5IMP50N VTGR <br />® 24" O.G. <br />2x4 BLOCKING w/ <br />(3)3 Y4"x0.131 " <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 ® 48" <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/SGREWS <br />/NAIL5 ® 6" O.G. <br />TYP I CAL OVERMAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />ROOF 5HEATHING <br />ROOF TRU555 <br />EXTERIOR WALL 5HT'6. TO RUN <br />CONTINUOUS FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2'xO.131" ® 3" O.G. INTO--- <br />50LE <br />PLATE <br />2x GONT. RIBBON (TOP d BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP ® EACH TRU55 <br />(® Iq.2" O.G. MAX.) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOGKIN6/RIBBON <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SECTION <br />3� SCALE: 9/4'=1'-0' <br />PROVIDE 50LID SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2' FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHING <br />AND CONNECTION SPECS. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAILS ® 6" O.G. 4 5HEATHING TO <br />GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. <br />FLOOR TRUSSES <br />-PER PLAN <br />8 GMU BOND BEAM <br />W/ (1) #5 GONT. <br />omCD <br />Z <br />J� <br />W <br />w <br />\/ Z <br />Z <br />W <br />Q <br />ZH <br />IU <br />WW <br />T W <br />i 4C <br />JH <br />z <br />W <br />e <br />y <br />W <br />0 <br />rn <br />ti <br />CD <br />d <br />A <br />c E <br />5 <br />Q E <br />m <br />oo N <br />CO O. <br />M&K project number: <br />068-2001 1 <br />project mgr: � J S B <br />drawn by: DR <br />issue date: 1 0-1 c� -2 1 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />cz•� <br />a <br />Crz <br />q <br />r <br />I� <br />ALL LAPS IN MA50NRY 25" t n <br />BOND -BEAM � `+ ! 0 <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF i � J <br />RUNNING BAR WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGONS 6" �I U. <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM E06E OF <br />BUCK. U <br />HI PRECAST 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. �•I•d <br />HEADER STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN W Q z <br />} THIS CASE. <br />HQ 0 x <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X Q. <br />0 BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. ® i <br />EA. EUGGES51VE BUCK. I--1 <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING W <br />Z#5 BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. Q <br />GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) rJ ►•--� 'Q <br />BUCK SPECIFIED ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINOON/DoOR TO 2X PER �•-� U <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />MANUFACTURER <br />TYP. CORNER PERT. NALL � LL1 q <br />RE I NFORG I NG DETAIL X 2 � � <br />W,a_ WS H ININPONAPOOR BUCK DETAIL F* � z <br />4(f <br />W J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDN2 <br />