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2x4 ® Ib"o.c. FA5TENED <br />TO 6ABLE END TRU55 w/ <br />FA5TEN SHEATHING TO 2x4 <br />2x4 BLOGKIN6 w/ <br />(2)3"x0.131" TOENAILS. <br />BLOGKIN6 w/ 2 %"xO.113" <br />(3)3 )/4"xO.I31" <br />RIN6 SHANK NAILS ® 4"O.G. <br />TOENAIL5 EACH END <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />x " 1 1 " <br />LE55 THAN I Y2" FROM CONNECTOR. <br />M C <br />2'-011 MIN <br />WHERE TRU55 15 GREATER THAN I Y2° <br />FROM UPLIFT CONNECTOR, REFER TO <br />6ABLE END VERTICAL WEB <br />TYPICAL RETROFIT DETAIL P. <br />REINFORGIN6 A5 REQURIED <br />( <br />ROOF 5HT6 <br />(4) 3 Y4"x0.131" <br />FASTEN ROOF SHEATHING <br />BY TRU55 MANUF. <br />5HALL BE <br />NAILS <br />TO FA5GIA WITH 2 %"x0.113" <br />2xb P.T. PLATE FASTENED <br />GONT. 24" MIN <br />RIN6 SHANK NAILS <br />TO BOND BM. W/Y2" VIA. <br />ONTO ROOF <br />® b" O.G. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH 7" (MIN.) EMBEDMENT. <br />w X <br />EXTERIOR 5HEATHIN6 EDGE <br />= Q <br />5EE UPLIFT GONNEGTOR <br />NAILING- 2 Y2"xO.131" NAILS <br />5GHEDULE ON PLAN5 FOR <br />® b"O.G. <br />° <br />CONNECTOR 5PEGIFIGATION5 <br />2xb FA5GIA <br />FA5TEN BOTTOM CHORD OF <br />-5EE ARCH <br />PROVIDE M015TURE BARRIER <br />TRU55 TO P.T. 51LL PLATE w/ <br />8" GMU BOND BEAM <br />PLATE (PER TRU55 MANUF) ® <br />Y4" DIA. x3'2" LONG 505 <br />° <br />W/ (1) #5 GONT. <br />EACH TRU55. <br />5GREW5 ® 16" o.c. <br />2x4 BRAGE w/2x4 T-BRAGE, <br />8" REINF. GMU WALL <br />PROVIDE MOISTURE <br />5PAGED ® 4'-0" O.G. MAX. <br />PROVIDE 2x4 BLOCKING ® 4e <br />O.G. IN FIRST (3) BAY5 OF <br />-5EE PLAN FOR VERT. <br />VERT WALL REINF. TO <br />BARRIER PLATE BELOW <br />FA5TEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />ROOF TRUSSES -GUT TO FIT <br />d HORZ. REINF. 5PEG5 <br />EXTEND INTO BOND BEAM <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />NAILS ® 12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOI <br />(NOT REOV AT TRU55 HE16HT5 <br />GHORD5 AND NOTCH AROUND <br />8" GMU BOND BEAM w/ <br />4'-1" OR 5HORTER) <br />51LL PLATE <br />(1) #5 BAR GONT. <br />FA5TEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKING w/ 5GREW5 <br />/NAILS ® b" O.G. <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />ME4 <br />HOB. REINF. 5PEG5SE�9/ <br />/4"=1'-0" <br />SCAL=I'-0' <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM w1 <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />3/WX0.113" RING SHANK <br />HIP 63. <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %4' TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"x0.131" -5EE PLAN - <br />C AGTCAI n,,,,C 5HT6. TO HIP <br />.113" RIN6 <br />D 6" O.G. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JACK TRU55E5 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6XITH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM w/-J H6AMIOKTA CLIP ®48"O.G. <br />VERT WALL REINF. TO (I) #5 BAR5 GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />(DfdTa <br />ION 4 HORZ. REINF. 5PEG5 <br />i4"=,'-0" SECTION <br />SCALE: S/4"=1'-0" <br />f BOND -BEAM - <br />CONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE CCLUMN TO <br />BE 6ROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QtA <br />RY P I ER DETA ILE: NT'S TRIPLE WINDOW 51M. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP 1 CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM GONNEGTOR. <br />WHERE TRU55 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 3/6"xO.I13" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2xb FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />SECTION <br />3 SCALE: S/4"=I'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />ROOF 5HEATHIN6 <br />#5 BENT CORNER BAR <br />ROOF TRU555 GROUTED GELL <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF -%W" TAPGON5 6" <br />FROM EN05 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 W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER-5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 51JGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROW5 OF 2 Y2"xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />WINDONDOOR BUCK DETAIL <br />H 5GALM NT5 <br />T`(P. CORNER VERT. NALL <br />RE I NFORC I NCG DETAIL <br />SCALE: NTS <br />2xbxl2" OR <br />2XSXI2 "P.T. <br />CENTER BUCK <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1,14211 <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAIL5 ® 6" O.G. _ <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF's <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING w/ 2 Y2x0.131" NAILS <br />® 3"O.C. - <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 />SCALE: 3/4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />�n <br />----------------- <br />I } <br />PREGA5T LINTEL, 5EE PLAN <br />FOR 5PEGIFIGATION <br />VERTICAL REINFORGEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOK5 AND 5PLI6E5 TO BE GON5TRUGTED AND 51ZED PER NOTES <br />Q�VE�RE I NFORG I NG DETA I L <br />T. <br />SCALNT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK I`� #5 VERT. BAR TO BE <br />DIA. ANCHOR DRILL 6" INTO EX15T'6 LOCATED PER PLAN <br />5LAB, EPDXY tI DRIVE I I IN 6ROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I I = <br />2X4 P.T. TOP BUCKV 30" LAP SPLICE I I I m <br />N I I _z <br />2X6 OR 2X8 P.T. BUGK I ' <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER az I ' <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" GRADE _ _ I El I I -I I -I Ii I 11. <br />EMBEDMENT AT EACH DOOR BRACKET, -III-III-I I -III1 A I I -I I I -I I I -I I I- <br />EAGH SIDE OF DOOR. PROVIDE IY2°x3�fe' O -III=III-III-I I < I -III -III -I I- <br />-III-III-III JII-III=I I- <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV CURB REST EQUALLY( - <br />5PAGED APPROXIMATELY 24" O.G) - <br />START BOLTS AFTER <br />6ARA6E CURB 0" MAX) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NT5 <br />MISSED DOWEL RETROFIT DETAIL <br />4xb P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRU55E5 <br />-5EE PLAN <br />UPLIFT CONNECTOR <br />-PER 5GHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LEN6TH <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4'4-0' <br />(D=5ETROFIT DETAIL <br />: 8/4"=1' 0 <br />SCALE: NT'S SIM. o M STEM FM DROPPED 6RADE <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />FA5TEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TW15T 5TRAP. <br />FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 Y4'xO.131" NAIL5 ® EA. END. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal <br />a <br />77 2 '• Y4 <br />a <br />TA E O� <br />© copyright: MULHERN aAN 2 0 2022 <br />Structural Engineering, Inc. <br />aCD <br />0 <br />Z <br />_J iE <br />w <br />W N <br />z 9 CD <br />z <br />w aa- <br />J <br />a as <br />cc <br />Z= -� <br />H <br />L) �Q <br />CEac <br />W� <br />Cn <br />m <br />E <br />X a Q <br />Jz -g <br />W Y <br />!2o <br />Com _ <br />W g N <br />� M O. <br />M&K project number: <br />068-2001 1 <br />project mgr: , J rJ- B <br />drawn by: BC <br />issue date: 01 - `I 8-2 2 <br />REVISIONS: <br />date: initial: <br />sheet: <br />M' 4 <br />a <br />a <br />Q <br />0 <br />J <br />LL. <br />J <br />W <br />� <br />Q <br />z <br />0 <br />� <br />d <br />d <br />� <br />C� <br />W <br />U <br />� <br />J <br />m� ui <br />Y <br />a. <br />z <br />J J <br />SDm2 <br />