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PROVIDE 5OLID 5HIM BETN'N TRU55 <br />4 GONNEGTOR IF TRU55 LOGATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />NHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 9/e"x0.113" <br />RING 5HANK NAIL5 <br />6" O.G. <br />LUx <br />=4 <br />%n <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />5EE UPLIFT GONNEGTOR — <br />5GHEOULE ON PLAN5 FOR <br />GONNEGTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM - <br />N/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />I SECTION <br />SCALE: <br />TRU55 OVERFRAMING <br />PER PLAN <br />20 SECTION <br />SCALE: 3/4"= I'-0' <br />2x6x12" OR <br />2X8XI2"P.T. <br />GENTER BUGK <br />DIA. ANCHOR <br />2X4 P.T. TOP <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT HALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRU55E5 <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EAGH TRU55. <br />VERT HALL REINF. TO <br />EXTEND INTO BOND BEAM <br />OF OPENING <br />2X6 OR 2X8 P.T. BUGK <br />EAGH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EAGH DOOR BRACKET, <br />EACH 510E OF DOOR. PROVIDE I Y2"xWe' <br />THIGK HA5HER W/ EAGH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. GURB RE5T EQUALLY <br />5PAGED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />BUCK DETAIL <br />(D.LA�t6�ED�OCIR <br />PROVIDE SOLID SHIM BETH'N TRU55 <br />4 GONNEGTOR IF TRU55 LOGATED <br />LE55 THAN I YY FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"x0.113" <br />RING 5HANK NAIL5 ® 6" O.G. <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ HALL W (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />TION(DIEd 3/4"=I'-0" <br />VALLEY 5ET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FA5TEN EAGH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVERT RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM — <br />f—GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MABONRY P1ER DETAIL <br />E: NT5 TRIPLE WINDOW SIM. LSCAL. <br />PROVIDE 50LID 5HIM BETN'N TRU55 <br />GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />INHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY W 2 Y2"xO.131" <br />NAIL5 ®6 O.G. <br />ROOF TRU55E5 <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. -5EE PLAN <br />TRU55 BAY TO BOND BM. N/(4) <br />HILTI ON112P8 PAF's <br />FA5TEN EXTERIOR 5HEATHIN(5 TO I- <br />2x 5LOGKIN6 w/ 2 Y2"x0.131" NAIL5 <br />® 3"O.G. — <br />UPLIFT GONNEGTOR <br />PER 5GHEDULE <br />8II GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />VERT HALL REINF. <br />WREINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />TO EXTEND INTO <br />BOND BEAM <br />if HORZ. REINF. 5PEG5 <br />P �R/ETR01=1T DETAIL <br />&!IdIs IF � <br />N <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED GELL <br />TYP. CORNER VERT. )HALL <br />RE I NPORC I NG DETAIL <br />SCALE: NTS <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TN15T STRAP. <br />FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREH5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EAGH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU W (3) Y4" DIA. x 3 YY LON6 <br />TAPGON5. FASTEN 13LOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 ® EA. END. <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM vv <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />BY HINDOW/DOOR <br />MANUFAGTURER <br />i 5HANK <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FA5TENED TO BOND BM. <br />w/Y4" VIA. x %" TAPGON <br />(2)3 Y2"xO.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />�} BEGTION <br />NOTES: <br />I. 2X PT 6UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF <br />NINOOH/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROH OF WWX4" TAPGON5 6" <br />FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUGK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL GONNEGTION OF NINDOH/DOOR TO STRUCTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUGKED OPENING, U5E (3) ROH5 OF 3"0.131" NAIL5 5TAG6ERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) <br />ROH5 OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FASTEN HINDOH/DOOR TO 2X PER <br />NINDOH/DOOR MANUFAGTURER'5 5PEG5. <br />W I NDONDOOR BUCK DETAIL <br />SCALE: NT5 <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 />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'6 I <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP 5PLIGE I I o <br />I I <br />I I <br />GRADE I f <br />=1=1=1 I=1 IA41= <br />I�I- <br />ITTIII111lll.101 IY� <br />4x6 P.T. <br />P05T <br />PROVIDE (I) <br />#5 VERT. BAR TO BE <br />51MP5ON G520 <br />LOCATED PER PLAN <br />STRAP ON EAGH <br />IN GROUTED GELL <br />EXTERIOR FAGE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />a <br />M I SBED DOWEL RETROP I T DETAIL <br />SCALE: NT5 SIM. ® GMU STEM POR DROPPED 6RADE <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-0" <br />seal: ' <br />M_ <br />ATE <br />e <br />64 <br />© copyrig}rE6'�°I <br />Stru I ring, nc. <br />aCD <br />z <br />z <br />JLU <br />W <br />LU <br />z c <br />C.0 M <br />w C <br />CD <br />Q <br />ZF <br />I— A <br />U d- , <br />Zz <br />t E <br />W� <br />Cn <br />Jz C� <br />W ,y <br />p o <br />CA ` <br />m <br />W o N <br />C M a <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 0 `I -2 6-2 `I <br />REVISIONS: <br />date: initial: <br />r <br />• <br />1 <br />LETTERED DETAILS ARE T'i'P I GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SD2 <br />