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PROVIDE 50LID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/WxO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />iu <br />in <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 Y2'XO.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8' REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SECTION <br />I SCALE= s/4•,1�-0• <br />%"xO.113" RING, SHANK <br />0SECTION <br />SCALD s/4•=I'-0• <br />BY WINDOW/DOOR <br />MANUFACTURER <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRL65 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x4 FLAT BLOGKIN6® 16" o.c. <br />FASTENED TO BOND BM. w/ Y4" <br />TAPGON <br />(2)3 Y2"xO.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x4 GAT5 ® I6"o.c. <br />FASTENED TO GABLE END <br />TRU55 w/ (20'xO.131" <br />TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/ Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2Y2"xO.131" NAILS <br />® (0110.6. <br />FASTEN BOTTOM GHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />A" DIA. x%" LONG 5D5 <br />50REW5 ® I6" o.c. <br />PROVIDE M015TURE —/ <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM V4/—/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />HIP G.T. <br />ROOF TRUSSES <br />-5EE PLAN — <br />- FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ <br />BLOGKIN6 w/ 2 %"x0.I13" F(3)3 Y4"x0.131" <br />RING SHANK NAILS ®4"O.C. TOENAILS EACH END <br />x <br />2'-0" MIN <br />i <br />ROOF 5HT6 i (4) 3 Y4"xO.131" <br />SHALL BE NAILS <br />GONT. 24" MIN <br />ONTO. ROOF n <br />2x4 BRACE w/2x4 T-BRACE, <br />SPAGED @ 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />NAILS ® 12" O.G. <br />- VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />PROVIDE 2x4 BLOGKIN6® 49 <br />O.G. IN FIRST (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOt <br />GHOR05 AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/ 5GREW5 <br />/NAILS ® 6" O.G. <br />5HT6. TO HIP <br />.113" RING <br />6" O.G. <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JAGK TRUSSES <br />`-FASTEN BOTTOM CHORD OF <br />8 GMU BOND BEAM w/ G.T. TO TOP OF WALL w/ <br />51MP50N H6AMIOKTA GLIP <br />(1) #5 BARS GONT. 48"O.G. <br />8 REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />4 HORZ. REINF. 5PEG5 <br />KTIR-0• <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3i( W" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3'xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"xO.131" NAILS ® 16" D.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />H LIN�0"O011BUCK DETA� 1L <br />TS <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FA5GIA WITH 2 3/e"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARGH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />BOND -BEAM - <br />-.----GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />Ll <br />DOUBLE WINDOW <br />@SONRY MA <br />PIER DETAIL <br />LSCALE= NTS TRIIMI"E MANDOW SIN. <br />SE��/F�� <br />3 SCALE <br />TYP I CALL OVERFRAM I NCG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />t CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2' FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EAGH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />MAIN ROOF SHEATHING <br />MAIN ROOF TRU555 <br />ROF I T DETA�I L)�T <br />SCALE: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />IF0 NOT 5HOWN HERE <br />A5TEN EA. ROOF TRU55 TO GMU w/ <br />IMP50N M5TMI6 TN15T STRAP. <br />A5TEN STRAP TO CMU w/ (4) A" DIA. x 2 <br />LONG TITEN SCREWS <br />'ROVIDE M015TURE BARRIER <br />'LATE (PER TRU55 MANUF.) <br />AGH TRUSS. <br />'ROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />:OOF TRUSSES 0 EVERY OTHER BAY <br />A5TENED TO GMU w/ (3) Y4" DIA, x 3 YY LONG <br />APGON5. FASTEN BLOGKIN6 TO ROOF <br />RU55E5 w/ (2) 3 Y4"xO.I31" NAILS ® EA. END. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOCKING IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI 0NI12P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING w/ 2 Y2"xO.131" NAIL <br />m 3"O.G. <br />8" CMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />t HORZ. REINF. 5PEG5 <br />CTION&!V!, ALE: sia'=I'-o' <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT GORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NTS <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 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU 1 <br />BLOCK #5 VERT. BAR TO BE <br />DRILL 6" INTO EX15T'6 Q LOCATED PER PLAN <br />ISLAB, EPDXY 4 DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I J <br />50" LAP SPLICE I I I mo <br />I I <br />= I I I <br />' 'I � I —III —I <br />GRADE III —III— <br />° I I —III —III —I I I I I, I I l <br />I- <br />-1 <br />o —III—ICI—ICI ICI —ICI —_ICI <br />III —III —III a ' . <br />III=III- <br />MISSED DOWEL RETROF I T DETAIL <br />SCALE: NTS SIN. • CMU STEM FIX OR4rPED 6RADE <br />k` 1100 <br />• <br />77824 _ - <br />* :¢- <br />• :w- <br />- <br />ATE OF o•4 <br />SS�ONA���; <br />© copyright: MUL�E/�P <br />Structural Engineering, Inc. <br />oz <br />Z <br />m <br />w <br />TRUSSES w <br />Z o <br />PLAN cD <br />Z Q <br />W a <br />J L <br />Q <br />m � <br />Z= <br />F- A <br />T GONNEGTOR -� <br />SCHEDULE 2 nE, <br />UJ cn •5 <br />=WJ m <br />a >. <br />WALL REINF. Q •- <br />(TEND INTO Z o <br />BEAM ui <br />C c <br />CAm` <br />W C N <br />�. Cn d <br />IVF <br />M&K project number: <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 05-2 6.20 <br />REVISIONS: <br />date: initial: <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME i SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />SD2 <br />