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s <br />FA5TEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 Ye"xO.113" <br />RIN6 SHANK NAILS <br />® b" O.G. —� <br />w <br />Uj <br />2xb FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />5EE UPLIFT CONNECTOR — <br />5GHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8' GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REIN. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REIN. 5PEG5 <br />SECTION <br />I SCALE: 3/4'=1'-0' <br />TRU55 OVERFRAMIN6 <br />PER PLAN —� <br />SECTION <br />20 5GALE: 3/4'=1'-0' <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2 " <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EAGH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x6x12" OR CL OF OPENING <br />2X8XI2"P.T. <br />n CENTER BUCK <br />II � <br />• <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUGK <br />EACH SIDE OF OPENING <br />-VERIFY CONN. RE -GMT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 9/8' DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR PROVIDE IY2"X%N <br />THICK WASHER W/ EACH ANCHOR 05T BOLT <br />TO BE 8' MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) <br />5TART BOLTS AFTER <br />6ARA6E CURB (8' MAX) <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 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 />FA5GIA WITH 2 %"x0.113" <br />RIN6 SHANK NAIL5 ® 6" O.G. <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2xb FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM <br />- 5EE PLAN FOR 5PEGIFIGATION5. . <br />hi <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL W 24" LE65 <br />SECTION <br />3 SCALE: sip'=1'-0' <br />VALLEY 5ET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CALL OVERFRAMIN6 <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM <br />GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLEDLE <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, HINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />K G1�RAGE DOOR BUCK DETAI L L MASONRY PIER DETAIL <br />'' SGµ E: NT5 SCALE: N% TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5CIA <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN(5 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAIL5 • 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. P44) <br />HILTI DNI12P8 PAF's <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2 "x0.131" NAIL5 <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />RETROFIT DETAIL <br />P SCALE: 3/4'=1'-0' <br />&!EYT9_/Vw <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETA I L <br />SCALE: NTS <br />5EE DETAIL I ON <br />STRUCTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />4FO NOT SHOWN HERE <br />A5TEN EA. ROOF TRL55 TO GMU W <br />IMP50N M5TMI6 TW15T 5TRAP. <br />A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />11 <br />LON6 TITEN 5GREW5 <br />ROVIDE M015TURE BARRIER <br />LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />A5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />APGON5. FA5TEN BLOGKIN6 TO ROOF <br />RU55E5 W (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF <br />(TEND INTO <br />BEAM <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y "x0.131" <br />8" GMU BONE <br />(1) #5 BAR5 C <br />8" REINF. GM <br />-5EE PLAN F <br />4 HORZ. REINr-. 5rtc t5 <br />%"x0.113" RING SHANK <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />P0,4" DIA. x *4" TAPGON <br />(2)3 Y2 "xO.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />OIEFS�/ <br />ION4'=1'-0' <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTE5: <br />I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF <br />I^IINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 b" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 CASE. <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. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK W/ (2) <br />ROWS OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />W I NDONDOOR BUCK DETAIL <br />H SCALE: M <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR <br />5EE TYP. FOUNDATION <br />DOWEL, BLOW OR BRU5H GLEAN. <br />DETAIL5 FOR ADDITIONAL <br />3. FOLLOW MANUF. IN5TALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUCTION5. <br />HERE <br />FUTURE 8" GMU A <br />4x6 P.T. <br />P05T <br />PROVIDE <br />DE (I) <br />1) <br />BLOCK �/ j� <br />#5 VERT. BAR TO BE <br />N L <br />DRILL 6" INTO EX15T'6 <br />I <br />LOCATED PER PLAN <br />IN 6ROUTED CELL <br />STRAP ON EACH <br />EXTERIOR FACE <br />SLAB, EPDXY DRIVE I <br />I I <br />OF P05T, 9" MIN <br />#5 DOWEL, PROVIDE MIN, <br />= <br />30" LAP 5PLIGE I I I <br />m0 <br />END LENGTH <br />I I <br />z_ <br />DROPPED <br />= I I I <br />BEAMS <br />PER PLAN <br />.. <br />° <br />'4 <br />9 <br />. <br />(Z I ° <br />I I —I I —III —I I —I <br />6RADE <br />I MI I I —III —III —I <br />_ _ <br />-1 I I —III —I —I I °° <br />=1 I —I I—ITI—I I I a <br />1=1 <br />I I—ITI—ITI- <br />REAR P400D LANAI <br />-I i I-ITI=1 i I ° <br />I I I=1 i I-ITi- <br />1- <br />TYP. BEAM TO POST <br />CONN. <br />SCALE: <br />MISSED DOWEL RETROFIT DETA I L <br />SCALE: NTS SIM. • ow STEM FM DROPPED 6RAflE <br />LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />a`oo�lllllt!/1�s�i <br />s * NO 77m, �• <br />f ST-4TE OF <br />© copyright: MU n <br />Structu!�� 6� <br />ame� //!llttitl� <br />z <br />cc <br />w <br />W <br />Z c <br />C rn <br />z <br />w a <br />J fv <br />a <br />Z= A <br />CU t 0- <br />cm �Z3 <br />tr <br />W F— <br />cn > <br />CD <br />Jz M CM <br />W Z9 <br />p o cD <br />o <br />y m Ln <br />W G N <br />oC ch Q <br />M&K project number: <br />068.200 1 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 06-09-21 <br />REVISIONS: <br />date: JUN 11 2021 initial: <br />sheet: <br />SD-2 <br />< <br />Q <br />X <br />0 <br />J <br />LL <br />