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PROVIDE SOLID SHIM BETW'N TRU55 <br />GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %"0.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPEGIFICATIONS, <br />SECTION <br />3 SCALE: 3/4"=1'-0° <br />2x EXTERIOR WALL <br />-SEE PLAN FOR SHEATHING <br />AND CONNECTION 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 SOLE - <br />PLATE <br />LADDER TRUSS. FASTEN LADDER- <br />TRU55 TO EA. BLKG PANEL N/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 Y2"x0.131" @ 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU <br />BOND BEAM N/ 5IMP50N HETAI6 <br />EMBEDDED STRAP @ 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUT5IDE FAGE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO.BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL N/ 24" LEGS <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 N/ 3"0.131" NAILS @ 6" O.G. <br />FASTEN FLOOR <br />FLOR TRU55E5 5HT6. TO FIRST <br />-PER-!PLAN TRU55 N/ 3"x0.131" <br />NAILS @ 6" o.c. <br />2x4 (MIN.) 5PF #2 BLOCKING AS SHOWN AT <br />48" ox_ FACE NAILED TO TRU55 TOP � <br />BOTTOM CHORD N/ (4) 3"0.131" NAILS. <br />W GMU BOND BEAM <br />W/ (1) #5 GONT. <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"0.113" <br />RING SHANK NAILS <br />6" O.G. <br />w <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />FASTEN ROOF SHEATHING TO <br />2x LEDGER N/ 2 3/a"xO.113" <br />RING SHANK NAILS @ 6" O.G- <br />ROOF TRUSSES <br />PER PLAN ---\ <br />FASTEN EA. TRU55 <br />TO LEDGER N/ <br />5IMP50N H2.5T <br />2x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />(U.N.O. ON PLAN) . <br />PROVIDE 5IMP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRU55 <br />(@ Iq.2" O.G. MAX.) FASTENED TO <br />END TRU55 VERTIGAL OR TO <br />BLOGKING/RIBBON <br />SECTION <br />�5 SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPEGIFIGATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE N/ <br />(5) 3 Y4"x0.131 " TOENAILS <br />2x6 BLOCKING IN EA. TRU55 BAY <br />FASTENED TO EACH GROSSING <br />STUD N/ (3)3)44"0.131" NAILS <br />SEE DETAIL 37 <br />FOR ADDITIONAL <br />CONNECTION INFO <br />5HT6. FASTENING <br />2x4 ® 16"O.G. FASTENE-I- <br />TO GABLE END TRU55 N/ <br />(20'xO.131" TOENAILS. <br />GYPSUM BOARD --- <br />PER ARCH FOR <br />FIREPROOFING <br />GABLE END VERTIGAL WEB <br />REINFORGING AS REOURIED <br />BY TRU55 MANUF. <br />3 )/4"xO.131" TOENAILS @ 12" <br />O.G. GONNEGTING BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHO <br />GABLE END TRU55 TO <br />PLATE WITH 5IMP50N A <br />GLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x <br />BRACE TO DBL. TOP <br />PLATE N/ (1) 5IMP50N H <br />(2)3 Y4"xO.131" TOENAIL <br />FASTEN 5HEATHING TO 2x4- <br />BLOGKING N/ 2 %"xO.113" <br />RING SHANK NAILS @ 4"O.G. <br />ROOF 5HTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />RD OF- L2x4 BRACE w/2x4 T-BRACE, <br />TOP SPACED ® 4'-0" O.G. MAX. <br />35 FASTEN 2x4 TO 'T' N/ 3 Y4"x <br />NAILS @ 12" O.G. <br />(NOT REO'D AT TRU55 HEIGH <br />4 4'-1" OR SHORTER) <br />5 T 26 SECTION <br />SCALE: 3/4"=1'-0" <br />FASTEN TOP GHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />SHEATHING TO EXT. <br />WALL STUDS N/ 3NO. 131" <br />NAILS @ 16" O.G. <br />FLOOR TRUSSES <br />-SEE PLAN <br />W GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SECTION <br />2x4 BLOCKING N/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />x x <br />x <br />(4) 3 Y4'x0.131" <br />NAILS <br />PROVIDE 2x4 BLOCKING @ 4W <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRUSSES -GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING N/SGREWS <br />/NAILS @ 6" O.G. <br />FASTEN ROOF SHEATHING TO <br />END TRU55 OR 2x4 NAILER <br />N/ 2 Y2'xO.131" NAILS @ 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTIGAL <br />OR 2x RIBBON N/ 3"x0.131" <br />NAILS @ 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />S" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <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"x0.131" ® 3" O.G. INTO - <br />SOLE PLATE <br />2x GONT. RIBBON (TOP $ BOTTOM) <br />FASTEN TO EA. TRU55 VERTIGAL <br />N/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 5IMP50N HETAI6 <br />EMBEDDED STRAP ® EAGH TRU55 <br />(@ Iq.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTIGAL OR TO <br />BLOCKINWRIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />SECTION <br />3� SCALE: 3/4"=Ib" <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EAGH OVERFR <br />TRUSS TO TRUSS BEL01 <br />WITH (1) 5IMP50N VTGR <br />24" O.G. <br />PROVIDE SOLID SHIM BETW'N TRUSS $ <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 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR SHEATHING <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON N/ <br />3"0.131" NAILS ® 6" O.G. 4 SHEATHING TO <br />GONT. RIBBON N/ 2 Y2"xO.131" NAILS @ 6" O.G. <br />FLOOR TRUSSES <br />-PER PLAN <br />W GMU BOND BEAM <br />W/ (1) #5 GONT. <br />TYP I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.S. <br />IN ROOF SHEATHING <br />N ROOF TRU555 <br />f/,/ <br />seal: ��`` G.�°i <br />* ; No 77824 • � � <br />�gq <br />STATE OF <br />�o�? <br />NAL 'Ie� <br />© copyright: WA1104 940ffi\, <br />Structural Engineering, Inc. <br />oCD <br />z <br />z <br />JFC <br />w <br />w <br />Z_ <br />c <br />Cn <br />�900z <br />wa <br />aQ,. <br />J <br />Z= <br />Q� <br />1-- <br />U <br />. <br />Q <br />-C4-UJ <br />t� <br />� <br />Cn <br />c <br />a m <br />j <br />J <br />m <br />J� <br />Z <br />CD CD <br />Mo <br />W <br />p <br />Y <br />o <br />_ <br />2 <br />W <br />C CV <br />�. <br />M C1 <br />M&K project number: <br />068-19029 <br />project mgr: J SB <br />drawn by: BC <br />issue date: 09-1 5-21 <br />REVISIONS: <br />date: initial: <br />Q <br />ALL LAPS IN MASONRY 25" NOTES: a <br />-BOND-BEAM �- <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF U� 0 <br />RUNNING BAR WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3i(y"x4" TAPGONS 6" I <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF ,_, LL <br />BUCK. UQ <br />T T T <br />HEADER T 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. W <br />STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN Z <br />} THIS GASE. W _ <br />Q 0 <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X a <br />BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. T <br />EA. 5000E551VE BUCK. ►---I v I <br />4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING <br />7:. BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. W <br />:E ) <br />GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />BUCK SPECIFIED ROWS OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER T <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. lJ <br />MANUFACTURER <br />TYP. CORNER VERT. WALL W 'Q <br />RE I NI CRC I NG OETA I L <br />SCALE: NTS WI NVOND00R BUCK DETAIL � <br />H SCALE: NM 0 Z <br />W JJ <br />LETTERED DETAILS ARE TYP I GAL 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 APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SD2 <br />