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0 <br />p <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />LU <br />TQ <br />%n <br />2x6 FA5GIA <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 CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM - <br />W/ Ri) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />I S�GTION <br />TRUSS OVERFRAMIN6 <br />PER PLAN <br />a20 S�GTION <br />SCALE: 3/4"=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I YY <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL 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 />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <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 />2xbxl2" OR CL OF OPENING <br />2X8XI2 P.T. <br />CENTER BUCK <br />• <br />%" DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUGK <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE 0/2"x%" <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 W' MAX.) <br />G t11E DOOR BUCK DETAIL <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 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 />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %Wx0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SGTION <br />3 SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OYERFRAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.B. <br />BOND-BEAM <br />—GONTIN. PRECAST 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 />M�r50NRY P I IR DST I L <br />L 5GALE: NTS TRIPLE WINDOW 51M. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I /2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKIN6 IN EA. TRU55 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 DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 /2"xO.131" NAIL <br />3"O.C. <br />8" CMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />p RETROFIT DETAIL <br />V <br />O" <br />ALL LAPS IN MASONRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NT5 <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" LONG TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU N/ (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 />5GHEDULE <br />WALL REINF. <br /><TEND INTO <br />BEAM <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 Y2"x0.1: <br />8" GMU BOND BEAM w� <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />BY WINDOW/DOOR <br />MANUFACTURER <br />2 3/v,"xO.113" RING SHANK <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />•} SEGTION <br />f 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 MA50NRY W/ (1) ROW OF Wc,"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 42" MIN. FROM EDGE 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 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN(5) 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 />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />L WINDONDOOR BUCK DETAIL <br />n SCALE: NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. SIMPSON ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE %" 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 />DRILL 6" INTO EXI5T'6 I Q LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I IN 6ROUTED CELL <br />I I <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE I I I m0 <br />N I I z <br />4. <br />6RADE u I I —III —III —I I i—I <br />=1 11=1 11=1 11=1 I I I —III —III —I 11-1' ' <br />—ICI—ICI—ICI a ICI—ICI-1�1- <br />I —III —III i~•1 III —I 1I— <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. • CH) STEM FOR DROPPED 6RADE <br />4xb P.T. <br />P05T <br />PROVIDE (I) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, "I" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 5/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />.� <br />seal: <br />rN o <br />ATE OF <br />;���.•••• <br />L ®R <br />ONA <br />MULH`KUL�i <br />c copyright: <br />� <br />Structural Engineering, Inc. <br />a CM <br />z <br />Z <br />J= <br />w <br />w <br />— <br />� <br />c <br />rn <br />Z <br />w <br />J <br />a <br />i <br />CD <br />Q <br />ZF <br />r— <br />a <br />U <br />'t Q- <br />W� <br />:� <br />CIS <br />5 j <br />M E <br />Q <br />1- <br />> <br />Q CD <br />a� <br />Z <br />W <br />o <br />Y CP <br />C9 <br />y <br />2 <br />W <br />C N <br />CC <br />r5 n. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />p J R <br />issue date: `j <br />`j .. `j 8-2 `j <br />REVISIONS: <br />date: initial: <br />sheet: <br />F <br />cri <br />O <br />4 <br />a <br />0 <br />J <br />I.Li <br />� <br />0 <br />z <br />a <br />0 <br />U <br />Q„� <br />CAI d <br />� Y <br />Q <br />J J <br />SDM2 <br />■ <br />