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%a <br />FASTEN ROOF SHEATHING <br />TO FA5GIA WITH 2 3W'xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />-1� <br />w <br />xQ <br />2x6 FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SEE UPLIFT GONNEGTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />& GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />i CONNECTOR 5PEGIFIGATION5 <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />Q20 SECTION <br />SCALE: 3/4'=1'-0' <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <br />PER PLAN -� <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EAGH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2xbxl2" OR CL OF OPENING <br />2X8XI2"P.T. <br />GENTER BUCK <br />II � <br />• <br />3/e" DIA. ANCHOR <br />2X4 P.T. TOP BUCK—/ <br />2X6 OR 2X8 P.T. BUCK <br />EACH SIDE OF OPENING <br />-VERIFY GONN. REG'MT W <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2 AX," <br />THICK WA5HER W/ EACH ANCHOR 05T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />GARAGE CURB W' MAX.) <br />GAR%61 DOOR BUCK DETAIL <br />K SCALE: NT5 <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FA5GIA WITH 2 %NO.113" <br />RIN6 5HANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />ROOF TRUS55 <br />TYP I CAL OYERI=RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5, <br />BOND-BEAM�- <br />_,___—GONTIN. PREGA5T HEADER <br />FT7 <br />5" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />DOUBLE WINDOW <br />MA �NRl <br />PIER DET� I: TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d GONNEGTOR 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 />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOGKIN6 IN EA. TRU55 BAY W 2 <br />NAILS @ b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI72P8 PAF15 <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING 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 />$ HORZ. REINF. SPECS <br />RETROFIT DETAIL <br />� SECTION <br />SCALE: 3/4"=1'-0' <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I N�ORC I NG DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />SIMPSON M5TM16 TWI5T STRAP. <br />FASTEN STRAP 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 BLOCKING FIT TIGHT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br />(TEND INTO <br />BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3Y2NO. 131" <br />8" GMU BOND BEAM vv <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />BY WINDOW/DOOR <br />MANUFACTURER <br />2 5HANK <br />2x4 FLAT BLOCKING @ Ib" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3V4" TAP60N <br />(2)3 Y2"xO.151 " <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: 3/4"=1'-0" <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %,N4" TAPGON5 6" <br />FROM ENDS AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5000E551VE 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 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />t9oo <br />INDOW/DOOR BUCK DETAIL <br />H ALE: NTS <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 SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN <br />INSTRUCTIONS. HERE <br />FUTURE 8" GMU 4xb P.T. PROVIDE (I) <br />BLOCK #5 VERT. BAR TO BE POST 51MP50N L5TAI8 <br />DRILL 6" INTO EXIST'6 I I LOCATED PER PLAN STRAP ON EACH <br />IN GROUTED CELL EXTERIOR FACE <br />SLAB, EPDXY 4 DRIVE I I OF POST, W MIN <br />#5 DOWEL, PROVIDE MIN. END LENGTH <br />30" LAP 5PLIGE I I I Om <br />DROPPED <br />I I BEAMS <br />PER PLAN <br />4 <br />� <br />GRADE <br />—� 11—1 I I—� � � ° 111- <br />o I'IIIIIIIIIIIIIIIIa(�� IIIII <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NITS SIM. ® GMU STEM POR DROPPED 6RADE <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "CUT" ON THE PLANS. <br />REAR WOOD LANAI <br />TYP. BEAM TO 1005T CONN. <br />SCALE: 3/4'=1'-0' <br />NUMBERED DETAILS ARE PLAN <br />SPECIFIC AND ARE ONLY REOU I RED <br />WHERE SPECIFICALLY INDICATED <br />("CUT") ON THE PLANS. <br />seal: S `:. <br />w <br />7 } <br />r <br />., <br />1.�0� O <br />ASS <br />I ON <br />O copyright: MULNK MWto <br />pp, 3 2021 <br />Structural Engineering, <br />Inc. <br />oCD <br />Z <br />_J <br />w <br />w <br />Z <br />c <br />rn <br />Z <br />w <br />J <br />a <br />► <br />cc <br />Z <br />Q o <br />r`- <br />U <br />�_ <br />• <br />'r Q <br />rmE <br />W� c <br />n <br />�C <br />._ <br />T <br />O° St:j <br />+ a <br />M o <br />z <br />W <br />M o <br />Y op <br />T <br />Ca2 <br />W <br />C N <br />�. <br />C'M a <br />M&K project number: <br />068-19022 <br />project mgr: <br />JSB <br />drawn by: <br />BC <br />issue date: 0 9-2 1-2 1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />J <br />0 <br />a <br />O <br />O <br />Li.' <br />2 <br />a <br />a <br />Z <br />� <br />� Y <br />L1 <br />J J <br />SD"2 <br />