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PROVIDE SOLID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />LU <br />LU <br />If) <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 />r <br />SEE UPLIFT GONNEGTOR — <br />SGHEDULE ON PLANS FOR <br />GONNEGTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />2O HE_I% <br />/ <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EAGH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />OOF 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 f �l <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/8" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EAGH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I-Y2"Ab" <br />THICK WA5HER W/ EACH ANCHOR (I5T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPAGED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />6ARA6E CURB 0" MAX.) <br />G t(51 DOOR BUCKDETAIL <br />K SCA <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %NO.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARGH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC25 <br />SECTION <br />3 SCALE: 3/4"=1'-0° <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) SIMP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVERT RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <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 />MA50NRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRUSS 15 6REATER THAN I YZ° 2x FASCIA <br />FROM UPLIFT CONNECTOR, REFER TO _SEE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAILS @ b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ONI12P8 PAF'a <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 NALL IN <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4'=1'-O" <br />RETI I T DETA I L <br />ALL LAPS IN MA50NRY 25" <br />- RUNNIN6 BAR <br />#5 BENT GORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />ROOF TRUSSES <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wv <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />3/WxO.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 />.� S�GTION <br />Lj'_ <br />seal: �,�°� �. <br />N 7 �24 <br />° . <br />®�'• TE OF <br />f ° ° <br />�oQ�• sC ®R <br />© copyright: MULHMont)L��, � ���� <br />structuraDE eertg, nc, <br />CD <br />Z <br />Fr <br />w <br />w <br />Z oc <br />M <br />\/ <br />w a <br />J CD <br />°D <br />Q <br />Zcc E <br />= Q'Li <br />cr <br />cc <br />� � w <br />-J °° E <br />Q Q <br />Jz <br />_90 <br />co CP <br />W Y <br />y 2 C9 <br />LO <br />W O N <br />�'. CM O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />NOTES: issue date: 1 2- 1 4-2 1 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W(,"x4" TAPGON5 6" REVISIONS: <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E1?6E OF <br />BUCK. date: <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) 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 />BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S SPECS. <br />MANUFACTURER <br />WINDOW/DOOR BUCK DETAIL <br />SCALE: NTS <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 %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE <br />STRUCTURAL PLANS FOR INSTRUCTIONS. <br />ADDITIONAL GONNEGTION <br />4FO NOT 5HOWN HERE FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />ASTEN EA. ROOF TRU55 TO GMU w/ LOGATED PER PLAN <br />DRILL 6" INTO EX15T'6 a- IN GROUTED CELL <br />dMPSON M5TMI6 TWIST STRAP. SLAB, EPDXY 4 DRIVE I < <br />A5TEN STRAP TO GMU wl (4)Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. - <br />LONG TITEN 5GREW5 50" LAP SPLICE ( I O <br />ROVIDE MOISTURE BARRIER N I z <br />'LATE (PER TRU55 MANUF) @ — <br />AGH TRU55. <br />ROVIDE 2x FLAT BLOCKING FIT TIGHT TO I I ril <br />I I —I I —I I —I <br />:OOF TRU55E5 @ EVERY OTHER BAY GRADE I I—ASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG =I I —I I=I—) I I I—I—�APGON5. FASTEN BLOGKIN6 TO ROOF =III—III—IIII I I aBUSSES w/ (2) 3Y4"x0.131" NAILS ®EA. END. ;I —I l l—I I a ": I I- <br />=il�IiiiI I 1lll �Q� Illllll- <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. A GMU STEM FOR DROPPED 6RADE <br />4x6 P.T. <br />PROVIDE (1)P05T <br />5IMP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 9" MIN <br />END LEN6TH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR WOOD LANAI <br />TYF. BEAM TO POST CONN. <br />SCALE: S/4"=11-0" <br />UTTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PUNS. <br />initial <br />a <br />0 <br />U) <br />o <br />J <br />J <br />J <br />�' <br />'Q <br />F� <br />W <br />Q <br />ui <br />cD <br />W <br />z <br />J <br />� <br />CL <br />(n <br />d <br />x <br />K� <br />z <br />F-4 <br />0 <br />U <br />d' ul <br />Q <br />J J <br />sheet: <br />