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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %N0.113" <br />RING SHANK NAILS <br />® <br />jA <br />2x6 FASC <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />It HORZ. REINF. 5PEG5 <br />Ul//'11')�!BECTION <br />SCALE: 8/4"=I'-0" <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x4 ® I6"o.c. FASTENED - <br />TO GABLE END TRUSS w/ <br />(20'xO.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORGIN6 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 l" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2 Y2"x0.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE H <br />Y4" DIA. x3I'2" LONG 505 / <br />5GREW5 ® 16" 0.6. <br />PROVIDE M015TLIRE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM Pq/-/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOCKIN6 w/ 2 %NO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4'X0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"xO.131" <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ®4t? <br />T. YF74 SPACED ®4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAY5 OF <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRUSSES -GUT TO FIT <br />AILS ®12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOI <br />(NOT REQ'D AT TRU55 HE16HT5 <br />CHORDS AND NOTCH AROUND D4'-I" <br />OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKIN6 w/ 5GREW5 <br />EXTEND INTO BOND BEAM(D <br />/NAILS ®6" O.G. <br />FUTIR <br />-0' <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />It CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %NO.113" <br />RING SHANK NAILS ® b" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <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 />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" 2x FASCIA <br />FROM UPLIFT CONNECTOR, REFER TO -SEE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOCKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAILS ® b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ONI12P8 PAPS <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 />d HORZ. REINF. 5PEG5 <br />SECTION <br />4 SCALE: 3/4'=1'-0' <br />FASTEN ROOF 5HT6. TO HIP <br />2 %"xO.113" RING SHANK 6.T. w/ 2 3/8'xO.113" RING <br />NAILS ® 6" O.G. SHANK NAILS ® 6" O.G. (1) #5 IN <br />BOND BEAM <br />VALLEY SET <br />OVERFRAMIN6 TRU55 - - - - - - - - - - - - - <br />I } <br />ALL LAPS INMA50NRY25" I ---------------- <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />HIP 61. w VERTICAL REINFORCEMENT PER <br />UPLIFT CONNECTOR pL PLAN <br />2x4 FLAT BLOCKING ® I6" o.c. -SEE PLAN > <br />F-1. <br />FASTENED TO BOND BM. <br />ROOF TRUSSES w/Y4" DIA. x %" TAPGON HIP JACK TRUSSES �MAIN ROOF 5HEATHIN6 <br />-SEE PLAN ROOF TRU55E5 (I) #5 VERTICAL IN GROUT FILLED CELL <br />-SEE PLAN (IF REQ'D PER PLAN) <br />A(2)3Y2"XO-I3I" <br />(2)3 Y2"x0.1' <br />8" CH) BOI <br />(1) #5 BARc_ <br />8" REINF. C <br />-SEE PLAN <br />4 HORZ. REINF. SPECS <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 61�ITH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ SIMPSON @ 24" O.G. <br />8" GMU BOND BEAM HI-J H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />EN <br />TION4 HORz. REINF. 5PEG5 <br />S/4"=I'-0" &4ETS <br />IO/4'=1'-0" <br />�- BOND -BEAM - <br />_1___GONTIN. PRECAST HEADER <br />a <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />CAST-CRETE CAST-CRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QL5A0NRY PIER DETAIL <br />NT5 �� r�1►DO�'1 `. <br />TYP I GAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />#5 BENT CORNER BAR <br />MAIN ROOF TRO555 GROUTED CELL <br />- <br />NOTES: <br />BOND -BEAM <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W6"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />PRECAST <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />HEADER <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. SUCCESSIVE 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"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BUCK SPEC <br />SPECIFIED <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />BY WINDOWIFIED <br />MANUFACTURER <br />I NDOW/DOOR <br />BUCK DETAIL <br />AW <br />SCALE: NT'S <br />TYP. CORNER PERT. HALL <br />RE I NFORG I NG DETA I L <br />SCALE: NTS <br />2x6x12" OR CL OF OPENING <br />2X8XI2"P.T. I <br />CENTER BUGKf-Tl <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />PERT. RE I NFORC I NG DETA I L <br />� SCALE: NT5 <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 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 I Q LOCATED PER PLAN <br />SLAB, EPDXY $ DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 50" LAP SPLICE I I I O <br />N I I z <br />2X6 OR 2X8 P.T. BUCK I I I f <br />EACH SIDE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ ,. <br />DOOR MANUFACTURER I ° < n <br />1=1 11=1 11-1 11=1 <br />PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 Y2' GRADE _ _ I I-III=I I I=I I I-) I I. <br />° . dd e� <br />EMBEDMENT AT EACH DOOR BRACKET, -1 I I -III - I I -III I MI I MI I M I 1-'' <br />EACH SIDE OF DOOR. PROVIDE l y2"x�b" O -III-III-III-I I l a a I-IIMIIMIII- <br />-III-III-III III=III=III- <br />III=III=1 I I I_I I I=III- <br />THICK WASHER IN EACH ANCHOR 05T BOLT <br />TO BE 8 MAX ABV GURB REST EQUALLY I III III III <br />4xb P.T. <br />P05T <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, T' MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO 1005T CONN. <br />SCALE: 3/4'4-0' <br />seal: <br />z <br />i <br />' NO 77824 ' <br />STATE OF <br />FAO• <br />• ., -Z <br />i a� ••CIDdui <br />MrLne <br />�z <br />_J <br />w <br />w <br />Z_ <br />cm <br />cm <br />z <br />r- <br />w <br />J <br />a <br />V <br />W <br />Z= <br />.o <br />�c <br />r-- <br />U <br />♦ <br />� � <br />ac <br />W~� <br />LZ <br />i a <br />MZ3 <br />E <br />> <br />Jx <br />W <br />p <br />:2 <br />o <br />_ <br />y <br />W <br />2 <br />M <br />O N <br />cc <br />C+') C. <br />19F <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />.J S B <br />drawn by: <br />BC <br />issue date: 06.30-'2 1 <br />REVISIONS: <br />date: JUL 0 1 <br />2021 initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />'Q <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />0 <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />LL <br />Y4" LON6 TITEN 5GREW5 <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) ® <br />�...� <br />U•d <br />EACH TRUSS. <br />i * T <br />J-I <br />I. <br />Q Z <br />- PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />I) <br />0 a <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOCKIN6 TO ROOF <br />i <br />2 U) <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />SPACED APPROXIMATELY 24" O.G) - I I I I I i= RETROFIT DETAIL w U <br />START BOLTS AFTER <br />6ARA6E CURB (8" MAX.) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NM <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® CMU STEM FOR OROFFED 6RADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SD2 <br />