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" <br />FASTEN ROOF SHEATHING <br />TO FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />6" O.G. —� <br />w <br />r< <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-SEE PLAN FOR VERT. <br />& HORZ. REINF. 5PEG5 <br />I E <br />TION 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAM I N6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO1 <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 61REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />TYP I GAL OVERT RAM I NG <br />CONNECTION 17ETA I L <br />SCALE: N.T.S. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />,IN ROOF 5HEATHIN6 <br />IN ROOF TRU555 <br />BOND -BEAM <br />,---GONTIN. PRECAST HEADER <br />S" 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 />17OUBLE WIN170W <br />Q=vtY PDll IL <br />TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />4 CONNECTOR 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 5HEATHIN6 TO <br />FA5GIA KITH 2 3/b"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />2x6 FA5GIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />GONNEGT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ NALL N/ (1) #5 BENT <br />DOWEL N/ 24" LE65 <br />SECTION <br />3 SCALE: 3/4°=1'-O': <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT GORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. !NALL <br />REINPORGINCG DETAIL <br />SCALE: NTS <br />FIT DETAIL <br />&LITII� <br />1' 0 <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHONN HERE <br />FASTEN EA. ROOF TRUSS TO GMU N/ <br />51MP50N M5TMI6 TNIST STRAP. <br />FASTEN STRAP TO GMU N/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREN5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU N/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES N/ (2) 3 Y4"xO.I31" NAILS @ EA. END. <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY N/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. N/(4) <br />HILTI DNI12P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING N/ 2 Y2"xO.131" NAILS <br />3"O.G. <br />8" GMU BOND BEAM N/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4' DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUGTIONS. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EXIST'6 <br />SLAB, EPDXY $ DRIVE I <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP 5PLIGE I I I mo <br />� SECTION <br />BY NINDON/DOOR <br />MANUFACTURER <br />:TRUSSES <br />PLAN <br />T GONNEGTOR <br />5GHEDULE <br />NALL REINF <br />(TEND INTO <br />BEAM <br />NOTES: <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1: <br />8" GMU BOP <br />(1) #5 BARS <br />S" REINF. GMU NALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDON/DOOR, FASTEN BUCK TO MA50NRY N/ (1) RON OF W(,"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF NINDON/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. SUCCESSIVE BUGK. <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 HOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) <br />RON5 OF 2Y2"xO.131" NAILS m 16" O.G. FASTEN NINDON/DOOR TO 2X PER <br />NINDON/DOOR MANUFACTURER'S 5PEG5. <br />WINOONDOOR BUGK DETAIL <br />H SCALE: NTS <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5HONN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />GRADE <br />I-111-11 I t� I I I I I I HIP I- <br />M I SBEP DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />3/R"xO.113" RING SHANK <br />2x4 FLAT BLOCKING @ 16" O.C. <br />FASTENED TO BOND BM. N/Y4" <br />TAPGON <br />(2)3 Y2"x0.131" <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: 3/4"=1'-0' <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS 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 I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />�1111-vffffp- <br />9 <br />N <br />w <br />7 4 <br />d <br />r <br />» p: .� A7E OF <br />i <br />4 <br />.A� <br />• •� <br />6`{(/0 <br />OR10�•°�.. <br />,i ss .... • • N �e <br />: MULHERN & K` <br />© copyright <br />� <br />Structural Engi e n g, nc. <br />= <br />Z <br />J= <br />w <br />w <br />z <br />c <br />z <br />Z <br />w <br />J <br />Q <br />a <br />N <br />Q <br />Z CC <br />� <br />� <br />Q o <br />U <br />� <br />C) <br />it = <br />� <br />t <br />W cn <br />t E <br />-2 C, <br />•5 <br />M <br />iJ <br />a <br />J� <br />Q'. <br />�o <br />Z <br />DW <br />C <br />CO)m <br />o CO <br />Uh <br />W <br />S2 C. <br />� N <br />M o. <br />M&K project number: <br />068-2001 1 <br />project mgr: J,S13 <br />drawn by: JAI <br />issue date: 04-22-20 <br />REVISIONS: <br />date: initial: <br />� <br />J <br />o <br />J <br />LL <br />�UJ <br />J <br />UJ <br />� <br />Ca <br />0 <br />n <br />d <br />�LO <br />h <br />Z <br />U <br />� <br />4 <br />a <br />o <br />Q <br />J J <br />sheet: <br />SDM2 <br />