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2x4 ® I6"o.c. FASTENED <br />TO GABLE END TRU55 w/ <br />FASTEN 5HEATHIN6 TO 2x4 <br />2x4 BLOGKING w/ <br />(20'xO.131" TOENAILS. <br />BLOGKIN6 w/ 2 %"xO.113" <br />(3)3Y4"x0.131" <br />RING SHANK NAILS ® 4"O.G. <br />TOENAILS EACH END <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />x <br />x , x <br />LE55 THAN I YY FROM GONNE( TOR. <br />MAX <br />2'-0" MIN <br />WHERE TRU55 15 GREATER THAN I Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />GABLE END VERTICAL WEB <br />TYPICAL RETROFIT DETAIL P. <br />REINFORCING A5 REQURIED <br />ROOF 5HT6 <br />i I <br />(4) 3 Y4"x0.131" <br />FASTEN ROOF 5HEATHIN6 <br />BY TRU55 MANUF. <br />SHALL BE <br />NAILS <br />TO FASCIA WITH 2 3/e"x0.113„ <br />2x8 P.T. PLATE FASTENED <br />GONT. 24" MIN <br />RING SHANK NAILS <br />TO BOND BM. W/Y2" DIA. <br />ONTO ROOF <br />6" O.G. <br />ANCHOR BOLTS ® 52" O.G. <br />WITH 7" (MIN) EMBEDMENT. <br />-� <br />EXTERIOR 5HEATHIN6 EDGE <br />LU <br />Q <br />SEE UPLIFT GONNEGTOR <br />NAILING - 2 Y2"x0.131" NAIL5 <br />z <br />SCHEDULE ON PLANS FOR <br />® 611O.G. <br />Ln <br />o <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FA50A- <br />FASTEN BOTTOM CHORD OF <br />-SEE ARCH <br />PROVIDE MOISTURE BARRIER <br />TRU55 TO P.T. SILL PLATE w/ <br />8" GMU BOND BEAM <br />PLATE (PER TRU55 MANUF) m <br />Y4" DIA. x5142" LONG 5D5 <br />--z <br />W/ (1) #5 GONT. <br />EACH TRU55. <br />SCREWS ®Ib" O.C. - <br />2x4 BRACE w/2x4 T-BRACE, <br />„ <br />8 REINF. GMU WALL <br />PROVIDE MOISTURE <br />SPACED ®4'-O" O.G. MAX. <br />PROVIDE 2x4 BLOGKIN6 ® 4e <br />O.G. IN FIRST (3) BAYS OF <br />-SEE PLAN FOR VERT. <br />VERT WALL REINF. TO <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />FAST2x4 TO 'T' w/ 3 Y4"x0.131" <br />EN <br />ROOF TRUSSES -GUT TO FIT <br />d HORZ. REINF. 5PEG5 <br />EXTEND INTO BOND SEAM <br />(PER TRU55 MANUF.) <br />NAILS ®12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOi <br />(NOT REQ'D AT TRU55 HEI6HT5 <br />CHORDS AND NOTCH AROUND <br />„ <br />8 GMU BOND BEAM w/ <br />4 -I OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR CONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKING SCREWS <br />/NAIL5 6" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 VY 0.131" <br />8" GMU BOND BEAM w/ <br />(1)#5 BARS GONT. - <br />8' REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />OfAES—/ <br />ION4"=1'-0" <br />i 5HANK <br />HIP 6.T. <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %" TAPGON <br />ROOF TRUSSES <br />-SEE PLAN — <br />(2)3 Y2"xO.131 " <br />4 HORZ. REINF. 5PE65 -J SECTION <br />2 SCALE: 3/4"=1'-0' <br />r A!' Ll I" 5HT6. TO HIP <br />.113" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6NTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND SEAM w/--1 H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKAC <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION I HORz, REINF. 5PE65 <br />SCALE:3/4"=1'-0' � SECTION <br />SCALE: 3/4`=1'-0" <br />�- BOND -BEAM <br />GONTIN. PRECAST HEADER `'- <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WIN170W <br />QtAYNRY PIER17ET, IL <br />LE: NT5 TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP I CALL OVERFRAM I NCG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 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 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 3/4"= <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />MAIN ROOF 5HEATHIN6 <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUGKED OPENING, USE (3) ROW5 OF 3"0.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 24/2"0.131" NAILS 0 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />H W I NDONDOOR BUCK 17ETA I L <br />SCALE: NTS <br />TYP. CORNER VERT. MLL <br />RE I NFORC I NCG DETAIL <br />SCALE: NM <br />2xbx12" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE 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" LEC75 <br />w <br />Q <br />PROVIDE 50LID SHIM BETKNI TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I y" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 - <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAILS ® 6" O.G. _ <br />FASTEN EA. 2x4 BLOGKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS <br />® 3"O.G. - <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />SCALE: 3/4'=1'-0' <br />(1) #5 IN <br />BOND BEAM <br />d---- 0 <br />LU <br />} <br />- PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />- VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED GELL 4x6 P.T. <br />(IF REQ'D PER PLAN) P05T <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />VERT. RE I NPORC I NCG DETAIL <br />J 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 />OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />9/8" DIA. ANCHOR DRILL 6" INTO EX15T'G I I CL Q IN GROUTED CELL <br />SLAB, EPDXY 8 DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I 0 <br />I z_ <br />2X6 OR 2X8 P.T. BUCK I I <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER I ° <br />PROVIDE (5) %" DIA. J-BOLT W/ 54/2" -- <br />GRADE _ II—III—III—III=III. <br />EMBEDMENT AT EACH DOOR BRACKET, =1 I I —I I I -I I -I I I= I -I I a I I <br />EACH 51DE OF DOOR. PROVIDE IY2 A(," p =1 I I -I I I -I 11-I I I° ° I -I I -I I -I 11- <br />THICK WA5HER W/ EACH ANCHOR (I5T BOLT -� : I —I I-1 I III -III —I 1- <br />�—III—III—III °<. a I=1 <br />TO BE 8" MAX ABV CURB REST EQUALLY I I=1 I I=1 I I� III -I 1I- <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX.) <br />K GAR 6 1100R BUCK �111T�AIL <br />SCALE= NT5 <br />MISSED DOAEL RETROFIT DETAIL <br />SCALE: NTS SIM. s GMU STEM POR DROPPED GRADE <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRUSSES <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <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 POST, q" MIN <br />END LENGTH <br />REAR W 0017 LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4'=1'-0' <br />RETRO I T 17ET,� 1 L <br />P SCALE: 3/4'=1' I <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />4FO NOT 5HOWN HERE <br />A5TEN EA. ROOF TRU55 TO GMU w/ <br />IMP50N M5TMI6 TW15T STRAP. <br />A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />" LONG TITEN 56REW5 <br />ROVIDE MOISTURE BARRIER <br />'LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />'ROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />A5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 <br />APGON5. FASTEN BLOGKIN6 TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAILS ®EA. END. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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 />seal:. G. Fizz <br />No 77824 <br />`. STATE OF <br />cc <br />111,pNAL <br />1\�� <br />© copyright : �t(1�RUFN 15:Vd�ll� <br />Structural Engineering, Inc. <br />aLo <br />0 <br />WJ <br />W <br />Z_ <br />c <br />C <br />Z <br />W <br />J <br />Q <br />ZE <br />H <br />U <br />�Q <br />UJI H <br />z3 w <br />W <br />i Q <br />z <br />> <br />CD <br />.J <br />W <br />p <br />Y <br />o <br />y <br />W <br />co _ <br />9N <br />OC <br />n <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />.J S B <br />drawn by. <br />BC <br />issue date; 07-02-2 `[ <br />REVISIONS: <br />date: initial: <br />11, <br />LQ O <br />J U. <br />J <br />d W <br />UJ <br />W Q z <br />C) 0 <br />CL <br />J � U) <br />ni J <br />ZD <br />F Z <br />(n LL J J <br />sheet: <br />SDW2 <br />