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r <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />w <br />2x6 FASCLU <br />IA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1 <br />8" GMU BOND BEAM wl <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />ff HORZ. REINF. SPECS <br />I SECTION <br />2 %"x0.113" RING SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 6.T. <br />2x4 FLAT BLOCKIN6 @ 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %4" TAPGON <br />ROOF TRU55E5 <br />(2)3 Y2"x0.131" -SEE PLAN — <br />2x4 @ 16"o.c. FASTENED <br />TO GABLE END TRU55 w/ FASTEN SHEATHING TO 2x4 2x4 BLOCKIN6 w/ <br />(2)3"x0.131" TOENAILS. BLOCKIN6 w/ 2 %"x0.1I3" (3)3 )/4"x0.131" <br />RING SHANK NAILS ® 4"O.G. FTOENAIL5 EACH END <br />i i i " x x: i <br />x c <br />" MAX 2'-0" MIN <br />GABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. ROOF 5HT6 I i (4) 3 4"x0.131" <br />SHALL BE NAILS <br />2x8 P.T. PLATE FASTENED GONT. 24" MIN <br />TO BOND BM. W/)12" DIA. ONTO ROOF <br />ANCHOR BOLTS @ 32" O.G. <br />WITH T (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING- 2 Y2"x0.131" NAILS <br />® <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w/ <br />Y4" DIA. x3Y2" LONG 505 <br />SCREWS @ 16" o.c. <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOCKING ®4� <br />PROVIDE MOISTURE <br />SPACED @ 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3Y4"x0.131„ <br />ROOF TRU55E5-GUT TO FIT <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF.) <br />NAILS ®12 O.G. <br />TIGHT BETWEEN TRU55 BOTTOP <br />(NOT REQ'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />8"' GMU BOND BEAM w/ <br />4'-I" OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKIN6 w/ 5GREW5 <br />/NAILS 6" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />4 HORZ. REINF. SPECS <br />SECT ION <br />SCALE: 3/4"=1'-0" <br />FASTEN ROOF 5HT6. TO HIP <br />�.113" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT GONNEGTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELOI <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N @ 24" O.G. <br />8" GMU BOND BEAM w/� H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (i) #5 BARS GONT. (CONNECTOR INGLV IN PACKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT.E_EXTEND INTO BOND BEAM <br />Of -),SECTION HORZ. REINF. 5PEG5 <br />SCALE: 5/4 =1-0 SECTION <br />BOND-BEAM�- <br />r__—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE GA5T-6RETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MA5ONR1' PIER DETAIL <br />SCALE- NTS <br />TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />T1`P I CAL OVERPRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I IVY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %,"x0.113" <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 />ALL LAPS IN MA50NRY 25" <br />-RUNNING BAR—, <br />MAIN ROOF 5HEATHIN6 <br />L #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 MASONRY W/ (1) ROW OF Wb"x4" TAPGON5 b" <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 />5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />TH15 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"0.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS 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 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S SPECS. <br />WINDOW/POOR BUCK DETAIL <br />SCALE: NT5 <br />TYP. CORNER VERT. WALL <br />RE I NI ORC I NG DETAIL <br />SCALE: NTS <br />2xbx12" OR <br />2XSX12"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATIONS <br />CONNECT EAGH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />-r <br />L <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT GONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 - <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAILS © (b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ON112P8 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. SPECS <br />� SECTION <br />SCALE: 3/4"= I'-0" <br />(1) #5 IN <br />BOND BEAM <br />----- ------ --- w <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4xb P.T. <br />(IF REOV PER PLAN) P05T <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />�N;SR <br />E I NPORG I NG DETA I L <br />(D�Z <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 />%" DIA. ANCHOR DRILL 6" INTO EXI5T'6 LOCATED PER PLAN <br />SLAB, EPDXY � DRIVE I IN &ROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I = <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I m0 <br />2X6 OR 2X8 P.T. BUCK ' <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ 4 <br />DOOR MANUFACTURER (p - <br />� ° . ' III-III=III= <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" 6RADE I I I-1 I I -I I I-1 <br />EMBEDMENT AT EACH DOOR BRACKET, -I I I=III=III=III I I=III-III-I I II= <br />EACH SIDE OF DOOR. PROVIDE I y2'x3�ib" p -III-III-III-III ° . a I-III-111-I I I- <br />-III-III=III III -III -I 1- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT -� -I -III-III' a -III=I I - <br />TO BE 8" MAX ABV. GURB REST EQUALLY �=III=III a . . III -I I- <br />III <br />5PAGED APPROXIMATELY 24" O.G.) I=11 F <br />START BOLTS AFTER <br />GARAGE CURB 68" MAX) <br />K GARAGE DOOR BUCK DETA I L <br />5GALE: NTS <br />M 155ED DOWEL RETRO� I T DETAIL <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRUSSES <br />-SEE 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 POST, q" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4'=I'-0' <br />�q�I:�II�ri <br />seal:\\ 's G. F <br />/ <br />PW 77824 <br />Tik T E OF •� �4t <br />`410NA1. <br />© copyright � <br />Structural ngmeenng, Inc. <br />Z <br />JLU <br />w <br />w <br />_Z o0 <br />CD C <br />Z <br />w a <br />J 0 <br />a °' <br />Zcc E <br />c.7 era. <br />c <br />UJto <br />J CD <br />a <br />J� �o <br />Z h CD <br />W 0 <br />2 <br />�y M <br />W 6N OC c7 a. <br />M&K project number: <br />068-1 9027 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 05- 1 3-2 1 <br />REVISIONS: <br />date: initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) @ <br />EACH TRU55. <br />T T T <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU wl (3)Y4" DIA. x 3YY LONG <br />TAPGON5. FASTEN BLOCKIN6 TO ROOF <br />TRUSSES wl (2) 3Y4"x0.131" NAILS ®EA. END. <br />RETRO� I T DETAILcolpo i <br />5GALE: 3/4 -I -0 <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN <br />THI 5 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALL'` I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />MAY 2 4 2021 <br />W <br />o <br />C] <br />� <br />0 <br />° <br />2 <br />W <br />d <br />�' <br />a <br />J <br />4 <br />wCO <br />2 <br />N to <br />p z <br />J J <br />SDW2 <br />