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PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />LULU <br />Q 5EE UPLIFT CONNECTOR <br />P <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 />8 HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR — <br />SGHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <br />8 GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />TRUSS OVERFRAMIN6 <br />PER PLAN <br />20 SECTION <br />SCALE: 3/4'=1'-0" <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE 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 MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x6x12" OR CL OF OPENING <br />2X8XI2 P.T. <br />CENTER BUG <br />K <br />• 3/a DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />• <br />2X6 OR 2X8 P.T. BUCK <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />• PROVIDE (5) 3/g" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE IY2'x3r(b" <br />THICK WASHER W/ EAGH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />6ARA6E CURB (8" MAX.) <br />GR�rGE DOOR BUGK DETAIL <br />K 5GALE: NT5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS 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 />FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS @ 6" O.G. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFIGATIONS. <br />GONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SECTION <br />3 SCALE: 3/4"=I'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO. <br />WITH (1) 5IMP50N VTGR <br />24" O.G. <br />MAIN ROOF TRU555 <br />TYF I GAL OVERFRAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.S. <br />BOND -BEAM — <br />�—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L M,�50NRY PIER DETAIL <br />5GALE: NT5 TRIPLE WINDOW 51M. <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />4 GONNEGTOR 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 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 DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 YYxO.131" NAILS <br />® 3"O.C. <br />8" GMU 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 />5GALE: 3/4"=1'-O" <br />1575 <br />ION/4'=1'-0 <br />ALL LAPS IN MASONRY 25" <br />-RUNNIN6 BARS <br />#5 BENT GORNER BAR <br />6ROUTED CELL <br />TYF. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SCALE: NT5 <br />TRUSSES <br />PLAN <br />T GONNEGTOR <br />SCHEDULE <br />WALL REINF <br /><TEND INTO <br />BEAM <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"x0.1__ <br />8" GMU BOP <br />(1) #5 BARS <br />8" REINF. C <br />-SEE PLAN <br />4 HORZ. REINt-. S*LC,5 <br />2 3/Wx0.113" RING SHANK <br />2x4 FLAT BLOCKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 5Y4" TAPGON <br />(2)3 Y2'X0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />5GALE: 3/4"=1'-0" <br />seal ,@ ti �: <br />5'7 24 <br />AT OF <br />� L�OGJEJ6 tkQ7.iQ �, <br />© copyright : MULHER P' Q ��j2 <br />Structur L <br />n eenng, nc. <br />aCD <br />z <br />z <br />J� <br />w <br />w <br />z <br />o <br />cD C" <br />z <M <br />w <br />J i <br />Q <br />Z= Q� <br />I— A <br />C E <br />UJ W ' <br />VJ 5 j <br />mE <br />�Q <br />>. <br />J ~ a •3 <br />. Z �o <br />W Y CP <br />G o CO <br />y m L6 <br />LU <br />CC � N <br />C. M 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: 01-1 4-2, 2 <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %,"x4" TAPGONS 6" REVISIONS: <br />FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE I /2" MIN. FROM EDGE OF <br />BUCK. date: <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 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 (FASTENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />MANUFACTURER <br />ll W I NDOJN/DOOR BUCK DETAIL <br />n WALE 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 3/4" 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 CONNECTION <br />INFO NOT SHOWN HERE FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />FASTEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EX15T'6 Q LOCATED PER PLAN <br />SIMPSON M5TMI6 TWIST STRAP. SLAB, EPDXY DRIVE I I I d IN GROUTED CELL <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. I - <br />Y4" LON6 TITEN SCREWS 30" LAP SPLIGE I I I O <br />PROVIDE M015TURE BARRIER N I z <br />PLATE (PER TRUSS MANUF.) ® EACH TRUSS. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO a I I I I —I I —I I —I <br />ROOF TRUSSES EVERY OTHER BAY GRADE u (611,111-11 <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONGI=I I I=I I=I I I I I I=I I I —I I r <br />TAPGONS. FASTEN BLOCKING TO ROOF - =II—L�I—IIII I a—�I—ICI=III III —III -TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. '—III—IIMII *1 I �L <br />M 155ED DOAEL RETROFIT DETAIL <br />SCALE: NT5 SIM. ® GMU STEM FOR DROPPED 6RADE <br />4x6 P.T. <br />P05T <br />PROVIDE (I) <br />5IMP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, cl" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO F05T GONN. <br />WALE: 5/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />J <br />J <br />UJ <br />W <br />O <br />J <br />� <br />M <br />Q <br />sheet: <br />initial: <br />'^Q <br />0 <br />iJ <br />w <br />U <br />z <br />rIL <br />v! <br />U) <br />U <br />N <br />0 Z <br />SDN2 <br />