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I I I II II I I I I <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w '' <br />x <br />,n <br />2x6 FASCIA <br />j <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, 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 TRUSS MANUF.) <br />EAGH TRU55. <br />I ` VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />fJ <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />F� <br />TRU55 OVERFRAMIN6 <br />PER PLAN —� <br />ROOF TRU55E5 <br />PER PLAN --- <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />20 SECTION <br />SCALE: 3/4"=1'-0" <br />2x6x12" OR CL OF OPENING <br />2X8XI2 P.T. <br />GENTER BUCK�� <br />3/8" DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY GONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/8" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE IY2"Ar," <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 />6ARA6E CURB 0" MAX.) <br />DOOR BUCK DETAIL�At�67E <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 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 3/8"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-5EE ARCH <br />LA <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />B SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />T''F I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />BOND-BEAM—� <br />_,`GONTIN. PREGA5T 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 WINDOW <br />L M 50NRY P I ER DETI I L <br />5GALE: NT5 TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRUSS 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 />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRUSS BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI72P8 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 />-5EE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />RETRO� I T DETAr I L <br />SCALE: 3/4'=1'-0' <br />SECTION <br />5GALE: $/4n-1'-0" <br />ALL LAPS IN MASONRY 25" <br />-RUNNING BAR, <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />T' `F. CORNER VERT. WALL <br />RE I NIFORC I NG DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />SIMP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />v4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOCKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF <br />(TEND INTO <br />1 BEAM <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />BY WINDOW/DOOR <br />MANUFACTURER <br />5 5HANK <br />2x4 FLAT BLOGKIN6 @ 16" O.C. <br />FASTENED TO BOND BM. <br />w/Y4" PIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <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 %,"x4" TAPGON5 6" <br />FROM EN05 AND 169" 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 5TRUGTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, USE (3) ROWS OF 3"x0.131" NAILS 5TA66EREP ® 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 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S SPECS. <br />WINDOW/HOOK SUCK DETAIL <br />SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUCTIONS. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EX15T'6 I I <br />Q <br />IN 6ROUTED CELL <br />SLAB, EPDXY $ DRIVE I <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE I I <br />O <br />I <br />_z <br />a <br />4 <br />�' l. <br />I I 1=1 1=� ITI I I I=1 <br />6RADE <br />I I —III —I I 1=111-1 I I. <br />_ _ <br />-11 I —Ill —III —I I a° <br />°` <br />I I —I I —I I —I 11—' <br />=1 11-1 1=► I-111 a <br />—I I —I 11-111 <br />�'II�IIIII�IIIIIII�t!—�1 <br />1=1 <br />11111�11111�1- <br />►=1 1—TL <br />11511 MI 11- <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. a CW STEM FOR DROPPED 6RADE <br />P.T. <br />P0 <br />PO5T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 9" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />WALE: 5/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />�4�75111111// <br />seal: .•GPM} s G. <br />8 <br />4 <br />S T <br />•.T E OF : Q'R <br />o <br />.p ,q <br />O copyr,l4 A ,,S. <br />L� <br />�"cf�hk�l eri ►�.20 <br />az <br />Z <br />JE <br />w <br />w <br />Z <br />CJ <br />c� <br />Z <br />r <br />w <br />J <br />aa<- <br />i <br />� <br />Q <br />Z= <br />.n <br />av <br />1— <br />It = <br />tM <br />Ir <br />W� <br />C <br />�Q) <br />cz <br />-� <br />X Q <br />j <br />m E <br />> 1 <br />Z <br />v o <br />IW <br />p <br />y <br />o <br />CAm <br />W <br />G N <br />= <br />tM o. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />p R <br />issue date: 1 0-04-21 <br />REVISIONS: <br />date: <br />sheet: <br />M <br />cu <br />q fy <br />initial: <br />Q <br />0 <br />.J <br />I.L., <br />J <br />W <br />� <br />0 <br />Z <br />0� <br />H <br />z <br />� <br />d <br />O <br />� <br />D <br />C) <br />�Z <br />J <br />J <br />SDW2 <br />