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PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 YY FROM CONNECTOR. <br />WHERE TRU% 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING <br />TO FASGIA WITH 2 WX0.113" <br />RING SHANK NAILS <br />0 6" O.G. <br />2xb FASGIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />5EE UPLIFT CONNECTOR <br />SGHEOULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU%. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />Dj-%�SECTION <br />SCALE 5/4's1'-0' <br />5EE UPLIFT CONNECTOR — <br />SGHEDULE ON PLANS FOR <br />CONNECTOR <br />SPEGIFIGATIONS <br />8" GMU BOND BEAM - <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />t HORZ. REINF. 5PEG5 <br />a <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />ROOF TRU55E5 <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 />2O SECTION <br />2x(ox12"OR CL OF OPENING <br />2XSXI2"P.T. <br />CENTER BUCK <br />• <br />• W 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) W DIA. J-BOLT W/ 542" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I-Y2"x%* <br />THICK WASHER W/ EACH ANCHOR 05T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPAGED APPROXIMATELY 24" O.C) <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />G>4R>4GE DOOR BUCK DETAIL <br />K SCALS: NTS <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />t CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Ys" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASGIA WITH 2 WxO.113" <br />RING SHANK NAILS ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />SGHEOULE ON PLANS FOR <br />CONNECTOR SPECIFIGATIONS <br />2xb FASGIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFICATION5. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />i' <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />FUTV1 <br />3 -0" <br />MAIN ROOF SHEATHING <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 CALL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />F- BOND -BEAM <br />,_�GONTIN. PREGAST HEADERIT <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-CRETE CAST-GRETE <br />WINDOW 51LL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L M>�50NRY PIER DET>41 L <br />SCALE: NTS TRIM.E WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN IV <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR SHEATHING TO 2x4 <br />BLOGKINS IN EA. TRU55 BAY w/ 2)Yx0.131" <br />NAILS ® b" 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 SHEATHING TO <br />2x BLOGKIN6 w/ 2Y2"0.131" NAILS <br />® 3"O.G. — <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />SECTION <br />4 SCALS= 3/4•,P„G"" <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SLAW: NTS <br />710T DETA� I L <br />5EE DETAIL I ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />—FASTEN EA. ROOF TRU55 TO GMU W <br />51MP50N M5TM16 TH15T STRAP. <br />FASTEN STRAP TO GMU w/ (4)4" DIA. x 2 <br />Y4" LONG TITEN SGRENS <br />- PROVIDE M0157URE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />- PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRU55E5 • EVERY OTHER BAY <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />TAPCONS. FASTEN BLOGKING TO ROOF <br />TRU55E5 w/ (2) 3 Y4'x0.131" NAILS ® EA. END. <br />ROOF TRU55E5 <br />-5EE PLAN <br />UPLIFT CONNECTOR <br />-PER SGHEDULE <br />PERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />ROOF TRUS <br />-5EE PLAN <br />03 X2"x0.1_n <br />8" GMU 801' <br />(1) #5 BARS <br />8" REINF. C <br />-5EE PLAN <br />4 HORZ. REINF. 5PEG5 <br />BY NINDOW/DOOR <br />MANUFACTURER <br />i SHANK <br />2x4 FLAT BLOGKIN6 • Ib" 0.6. <br />FASTENED TO BOND BM. w/ Y4" <br />TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINOOW/DOOR, FASTEN BUCK TO MASONRY N/ (1) ROW OF %HX4" TAPGONS b" <br />FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1-Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUGTURAL CONNECTION OF WINDOINDOOR TO STRUGTURE BY OTHERS IN <br />TH15 GASE. <br />3. ADDITIONAL 2X NOOD BUCK MATERIAL MAY BE ADDED TO EX15TINC7 2X <br />BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAILS 5TA66ERED 0 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REGUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />RONS OF 2-Y2"x0.131" NAILS 0 16" O.G. FASTEN NINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />W I NDOW/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). <br />2. PROVIDE 3Y4" VIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'(5 I� <br />SLAB, EPDXY 8 DRIVE <br />#5 DOWEL, PROVIDE MIN. I <br />30" LAP 5PLIGE <br />�I I <br />i <br />GRADE <br />5EE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />i #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />I � <br />I z <br />I � <br />MISSED DOWEL RETROFIT DETAIL <br />SGALS: NTS SIM. • GMU ST=M MX DR MW ~1 <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN <br />ALL APPL I GABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PLANS. <br />NUMBERED DETAILS ARE PLAN <br />5PEG I F I G AND ARE ONLY REGU I RED <br />WHERE 5PEG I F I GALLY I ND I GATED <br />("GUT") ON THE PLANS. <br />seal: DEC 21�,�Q,,,,,,, <br />.*Ik WG. F c � <br />No <br />77824 <br />%J3'. STATE OF - <br />.0, <br />© copyfl s <br />Lng, Inc. e <br />aCD <br />z <br />m <br />W <br />z <br />Z <br />N <br />c� <br />z <br />r- <br />W <br />C <br />'J <br />LZ <br />N <br />Q <br />� <br />Qi <br />F- <br />�U <br />�-i3g <br />g, <br />CCrt <br />W cry <br />._ <br />=.., <br />m E <br />a <br />J� <br />>� <br />a� <br />Z <br />W <br />G <br />:n <br />H <br />Y <br />g <br />y <br />W <br />m <br />N <br />OC <br />c+) a <br />19F <br />project number: <br />068-2001 <br />ject mgr: <br />[drawn <br />JSB <br />by: <br />MJT <br />ue date: 1 <br />2-1 5_20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />< <br />a <br />0 <br />J <br />U. <br />J <br />W <br />N <br />Z <br />12 <br />x <br />0 <br />Foof z <br />4 <br />O <br />� <br />4 <br />� <br />(,0d <br />�Z <br />C� <br />J J <br />SDM2 <br />