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PROVIDE SOLID SHIM BETN'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 3/b"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />2xb FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 5PEGIFIGATIONS <br />EXTERIOR WALL 5HT'G. TO RUN <br />CONTINUOUS FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 )/2"x0.131" @ 3" O.G. INTO--- <br />50LE PLATE <br />4 2x GONT. RIBBON (TOP � BOTTOM) <br />FASTEN TO EA. TRUSS VERTICAL <br />w/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"x0.131" @ 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE SIMP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRUSS <br />(@ 19.2" O.G. MAX) FASTENED TO <br />END TRUSS VERTICAL OR TO <br />BLOGKING/RIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <br />3 SCECALE: <br />STION <br />9/4"=1'-0' <br />SECTION <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />PROVIDE SOLID SHIM BETN'N TRU55 4 <br />GONNEGTOR IF TRU55 LOCATED LE55 <br />THAN I Y2' FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR SHEATHING <br />AND GONNEGTION SPECS. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAILS @ 6" O.G. � SHEATHING TO <br />GONT. RIBBON w/ 2 Y2"x0.131" NAILS @ 6" O.G <br />FLOOR TRUSSES <br />-PER PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYR. CORNER VERT. WALL <br />RE I NPOR01 NG OETA I L <br />5GALC: NM <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND GONNEGTION 5PEG5. <br />EXTERIOR WALL 5HT'6. TO RUNS <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 5OLE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLKG PANEL w/ <br />(3)3 Y4'xO.131" NAILS MIN. <br />2 Y2"xO.131" @ 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU- <br />BOND BEAM w/ SIMP50N HETAI6 <br />EMBEDDED STRAP @ 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUT5IDE FACE OF TRUSS <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />& HORZ. REINF. 5PEG5 <br />�j, SECTION <br />BY NINDOW/DOOR <br />MANUFACTURER <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"x0.131" NAILS @ 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HTG. TO FIRST <br />-PER PLAN TRUSS w/ 3"xO.131" <br />NAILS @ b" o.c. <br />2x4 (MIN) 5PF #2 BLOCKING A5 5HONN AT <br />48" o.c. FACE NAILED TO TRU55 TOP $ <br />BOTTOM CHORD w/ (4) 3"x0.131" NAILS. <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />NOTES: <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/8"x0.113" <br />RING SHANK NAILS <br />@ 6" O.G. <br />w <br />� 'aS <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />5PEGIFIGATION5. - <br />FASTEN TOP CHORD OF <br />END TRUSS OR 2x4 <br />NAILER THRU WALL <br />SHEATHING TO EXT. <br />WALL STUDS w/ 3"0.131" <br />NAILS @ 16" O.G. <br />FLOOR TRU55E5 <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDON/DOOR, FASTEN BUCK TO MA50NRY IN (1) ROW OF W(,"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS STAGGERED @ 12" O.G. @ <br />EA. 5UG6E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) <br />RON5 OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />NINDON/DOOR MANUFAGTURER'5 SPECS. <br />H WI NDOIN/OOOR BUCK DETAIL <br />SCALP_: RM <br />SECTION <br />2 5 SCALE: 3/4"=1'-0" <br />g <br />SECTIONSCALE: 3/4'=1'-0' <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FASTEN ROOF TRUSS TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131" TOENAILS <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRUSS OR 2x4 NAILER <br />w/ 2 Y2"xO.131" NAILS @ 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRUSS OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"x0.131" <br />NAILS @ I6" O.G. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PE65 <br />2x4 GAT5 @ 16"O.G. <br />FASTENED TO GABLE END <br />FASTEN SHEATHING TO 2x4 <br />2x4 BLOCKING w/ <br />TRU55 w/ (2)3"x0.131" <br />BLOCKING w/ 2 %N0.113" <br />(3)3 Y4"xO.BI" <br />TOENAILS. PROVIDE (1) <br />RING SHANK NAILS @ 4"O.G. <br />TOENAILS EACH END <br />51MP50N H3 CLIP @ <br />OVERHANGS > 12" <br />x, x <br />X <br />GYPSUM BOA 1'-4" MAX <br />2'-0" MIN <br />PER ARCH FOR <br />FIREPROOFING <br />(4) 3Y4"x0.131" <br />ROOF 5HT6 <br />NAILS <br />GABLE END VERTICAL WEB <br />SHALL BE <br />REINFORCING AS REOURIED <br />GONT. 24" IN <br />BY TRU55 MANUF. <br />I ONTO ROOF <br />A <br />3 Y4"x0.131" TOENAILS @ 12" <br />O.G. CONNECTING BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OFF <br />/ <br />L PROVIDE 2x4 BLOCKING @ 48" <br />GABLE END TRU55 TO TOP <br />L 2x4 BRACE w/2x4 <br />O.G. IN FIRST (3) BAYS OF <br />PLATE WITH SIMP50N A35 <br />T-BRACE, SPACED <br />ROOF TRU55E5-GUT TO FIT <br />CLIPS @ 32 O.G. <br />4'-O" O.G. MAX. FASTEN <br />TIGHT BETWEEN TRUSS BOTTOM <br />2x4 TO 'T' w/ 3 Y4NO.I31" <br />CHORDS AND NOTCH AROUND <br />FASTEN BOTTOM OF 2x4 <br />NAILS @ 12" O.G. <br />SILL PLATE <br />BRACE TO DBL. TOP <br />FASTEN DRYWALL TO <br />PLATE w/ (1) 51MP50N H2.5T <br />I DBLOCKING <br />w/5GREN5 <br />$ (2)3Y4"xO.131" TOENAILS <br />26 4ETS/�'=1'-0" <br />/NAILS @ b" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF SHEATHING <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELO <br />WITH (1) SIMPSON VTGR <br />@ 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OVERMAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.5. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEC I F I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THE5E WHERE 5PEG I EI GALLY INDICATED <br />DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />seal: <br />Goy <br />a <br />® NO <br />0�� <br />© copyn <br />G[Ef1lo08dlrAW- a. Inc. <br />aCD <br />z <br />z <br />m <br />w <br />w <br />z <br />c <br />rn <br />Z <br />z <br />w <br />J <br />a <br />a. <br />� <br />Q <br />m <br />Q U <br />U <br />d g, <br />pC <br />UJ� <br />c <br />� m <br />.5 <br />W <br />� <br />j <br />m � <br />4 <br />J~ <br />> A <br />) <br />a� o <br />z <br />W <br />0 <br />w <br />-a Cp <br />y <br />o <br />m LO <br />W <br />c N <br />M&K project number: <br />068-2001 <br />project mgr, NJ M <br />drawn by: KC K <br />issue date: 05-1 9-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />C <br />0 <br />SDM2 <br />i <br />i <br />