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PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® b" O.G. <br />w <br />r < <br />in <br />2xb FA5G1A <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />6 HORZ. REINF. SPECS <br />ROOF TRU5 <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 />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION NI SCALE: 5/4'4-0' <br />2 %"xO.113" RING SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP G.T. <br />2x4 FLAT BLOGKIN6 ® 16" 0.6. <br />FASTENED TO BOND BM. <br />w/Y4' DIA. x 31144' TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"x0.131„ -5EE PLAN — <br />2x4 ® I6"o.c. FASTENED - <br />TO 6ABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6ABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH I" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2 Y2"xO.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4" DIA. x3Y2" LON6 5D5 <br />5GREW5 ® I6" o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />ROOF 5HT6 <br />SHALL BE <br />CONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOGKI% w/ <br />(3)3 Y4 "x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOGKIN6 ® 4E <br />SPACED ®4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ® 12 O.G. <br />TIGHT BETWEEN TRU55 BOTTOI <br />(NOT REQ'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS ®6" O.G. <br />2 SECTION <br />SCALE: 3/4"=1'-0" <br />C A!'TC►I �,,,,C 5HT6. TO HIP <br />.113" RIN6 <br />D 6" O.G. <br />VALLEY SET <br />OVERFRAMINS <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELOI <br />FASTEN BOTTOM CHORD OF 6MTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" CMU BOND BEAM w/—J H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8�� REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION � HORZ. REINF. SPECS <br />SCALE: S/4"=I'-0' d SY75 <br />ION <br />-I SC/4'=1'-0' <br />BOND-BEAM <br />GONTIN. PREGA5T 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 />TYP I GALL OYERI=RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRUSS LOCATED <br />LESS THAN I Y2" 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 3/e'xO.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-5EE ARCHvr <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />IN ROOF 5HEATHIN6 <br />N ROOF TRU555 <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 W&"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E 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 />TH15 CASE. <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. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2'xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S SPECS. <br />MANUFACTURER <br />H W I NDONDOOR BUCK DETAIL <br />n SCALE: NTS <br />SECTION <br />3 SCALE: 3/4"=1'-0' <br />ALL LAPS IN MA50NRY 25" <br />- DI IAIAIIAIr RAD <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />RE I NrORC I NCG DETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2XSXI2 "P.T. <br />CENTER BUCK <br />w <br />Q <br />} <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />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 1 Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 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 PAPS <br />FASTEN EXTERIOR SHEATHING 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 WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />SECTION <br />SCALE: S/4'=1'-0' <br />(1) #5 IN <br />BOND BEAM <br />-F- <br />LU- - <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN 6ROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />PERT. RE I NPORC I NG DETAIL <br />J SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENING 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 />DIA. ANCHORA DRILL 6" INTO EX15T'6 I I LOCATED PER PLAN <br />IN GROUTED CELL <br />SLAB, EPDXY t DRIVE I <br />#5 DOWEL, PROVIDE MIN. I J <br />2X4 P.T. TOP BUGK 30" LAP SPLICE I I I mo <br />N I I z <br />2X6 OR 2X8 P.T. BUCK I I 1 <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 IY2'x3r(b' O <br />THICK WA5HER W/ EACH ANCHOR (I5T 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 />GArRA &E DOOR BUCK DETAIL <br />K SCALE: NTS <br />GRADE � I— <br />I —I I MI <br />=1 1Ed 11=1 1=1 <br />—I 11—I I I —III III —I I —I <br />01 111=1 11- <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: RM SIM. a CMU STEM FM DROPPED GRADE <br />,p <br />seal: �.%24 <br />'� <br />o <br />'L <br />-0 OF tr <br />°• S AT <br />© copyright : Mf i & d <br />Structural Engineering, Inc. <br />CD <br />Ion <br />:TRU55E5 Z <br />PLAN J w <br />w <br />Z c <br />c� rn <br />Z <br />w a <br />J <br />Q <br />.a <br />T CONNECTOR = E <br />5GHEDULE F- A <br />V � 4 <br />W CC <br />I- :2 a) <br />WALL REINF. vn - <br />(TEND INTO T J E <br />BEAM i a Q <br />Z :2 <br />W <br />p o <br />y m _ <br />W Q N <br />M&K project number: <br />068-2001 1 <br />project mgr: ,,J S B <br />drawn by: DJ R <br />issue date: `j 2-14-21 <br />REVISIONS: <br />date: initial: <br />P.T. <br />PO5T <br />P0 <br />PROVIDE (I) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTHCU <br />DROPPED <br />Q' <br />BEAMS <br />C <br />PER PLAN <br />o <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4"=1'-0" <br />5EE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />- PROVIDE MOISTURE BARRIER <br />�Q <br />PLATE (PER TRU55 MANUF) ® <br />EACH TRU55. <br />i _ i <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />^ <br />ROOF TRUSSES ® EVERY OTHER BAY <br />u <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. <br />10 RETROFIT DETAIL I-~ <br />SCALE: <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME i 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />F- <br />LO <br />sheet: <br />a <br />0 <br />J <br />a <br />� <br />W <br />L- <br />� <br />ui <br />0 <br />z <br />a <br />Ld <br />IL <br />Ld <br />a <br />(n <br />z <br />o <br />J J <br />SDW2 <br />