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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/a"0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w� <br />= < <br />2x6 FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />D" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <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. SPECS <br />I S�GT I ON <br />SCALE: 3/4"=I'-O" <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 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 />i SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <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" O.C. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3144" TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"x0.131" -SEE PLAN — <br />2x4 @ 16"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING 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 T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2 Y2"x0.131" NAILS <br />6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />144" DIA. x3Y2" LONG 5D5 <br />5GREW5 @ 16" 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 />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"0.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO, ROOF <br />2x4 BRACE w/2x4 T-BRACE, <br />SPACED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />NAILS © 12" O.G. <br />(NOT REQ'D AT TRU55 HEI6HT5 <br />4'-1" OR SHORTER) <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />2 SCALE: 3/4°=1'-0° <br />5HT6. TO HIP <br />.113" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMING <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />I FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO, <br />___\�FA5TEN BOTTOM CHORD OF 6.MTH (1) SIMPSON VTGR <br />17 <br />TO TOP OF WALL w/ 51MP50N @ 24" O.G. <br />8" GMU BOND BEAM w/_J H6AMIOKTA CLIP @ 48"O,G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'O IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. MV EXTEND INTO BOND BEAM <br />-f S�GTION 4 HORZ. REINF. SPECS &!=K <br />TION3/4"=1'-0" <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 WINPOW <br />LA���NRl p I �R 17�T,41 LL TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />2x4 BLOGKIN6 W <br />(3)3 Y4"x0.13I" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 ® 48 <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />T16HT BETWEEN TRU55 BOTTOt <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAILS @ 6" O.G. <br />TYF I GAL OYER�RAM I NG <br />CONNECTION DETAIL <br />5( ALE: N.T.5. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LESS THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 3/8"x0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCHvr <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />S�GTION <br />3 SCALE: 3/4°=1'-O° <br />ALL LAPS IN MA50NRY 25" <br />-RUNNING BAR—, <br />MAIN ROOF SHEATHING <br />L #5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED DELL <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINOOW/OOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS 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 STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN5 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"0.131" NAILS 5TA66EREO ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENIN(5) 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 WINOOW/OOOR TO 2X PER <br />WINDOW/OOOR MANUFAGTURER'5 SPECS. <br />OWI NOOAAi OOR BUCK DETAIL <br />SCALE: NTS <br />T''F. CORNER PERT. WALL <br />REIWORCING PETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2XSXI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PECIFICATION5 <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 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR SHEATHING TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKING IN EA. <br />TRUSS BAY TO BOND BM. WW <br />HILTI ONI12P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"x0.131" NAILS <br />® 3"O.G. - <br />8" GMU BOND BEAM W <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />ff HORZ. REINF. SPECS <br />(1) #5 IN <br />BOND BEAM <br />w <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. <br />(IF REQ'O PER PLAN) P05T <br />e <br />NOTE: ALL HOOKS AND SPLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES <br />JRIINI=ORCING OETAIL <br />SCTN;�SS <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 />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. ANCHOR DRILL 6" INTO EXI5T'S d LOCATED PER PLAN <br />SLAB, EPDXY DRIVE I117� <br />IN GROUTED CELL <br />I <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I m0 <br />I z <br />2X6 OR 2X8 P.T. BUCK iQ I I <br />EACH 51DE OF OPENING _ <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/a" DIA. J-BOLT W/ 5Y2" - <br />EMBEDMENT AT EAGH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE IY2"Ab" O <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT = <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPAGED APPROXIMATELY 24" O.G) - <br />START BOLTS AFTER <br />6ARA6E CURB W' MAX) <br />K G,hR G DOOR BUCK�111�TAIL� <br />SCALE• NTS <br />4A. <br /><. <br />GRADE I° ° I I M I I=III=1 11= <br />I I M 11-1 11=III-11 <br />III=III=III=III ° ° II—III=III <br />11 =11II—I I l a 1-1— 1—III—I=111—I 1- <br />' —111=1 I I —III III —III —I � 1- <br />III1 I I —III e'. 1-111-1 1- <br />�i 11- <br />M 155E17 DOAEL RETROI IT DETAIL <br />SCALE: NT5 51M. ®GMiJ STEM POR DROPPED 6RADE <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRU55E5 <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER 5GHEOULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />PROVIDE (1) <br />51MP50N L51AI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />7`1'12. BEAM TO 1205T CONN. <br />SCALE: 5/4"= I'-0° <br />p ��I T 1��T�r) L <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU WSIMP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (5)Y4" DIA. x 3YY LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />LETTERED DETAILS ARE TYPIGAL 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 5PEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal®������,���® <br />moo®• . �,�C��s� �•� r< <br />• * e <br />OF ; gt . <br />o <br />a <br />© copyrigh➢!Jd}}R <br />StrGah►i fflibAMAnc. <br />oZ <br />JLU <br />W <br />w <br />Z <br />o <br />CD <br />Z <br />w <br />a <br />J <br />i <br />Q <br />Cr <br />z= <br />.o <br />Q� <br />U_ <br />W <br />� �- <br />W C� <br />-E E <br />j <br />O0 E <br />Q <br />J '= <br />I 1 <br />0 o <br />Z <br />W <br />-o 0 <br />Ycm <br />y <br />o <br />m <br />W <br />d"r <br />c <br />M O. <br />M&K project number; <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date; 12- `I 4-2 `I <br />REVISIONS: <br />date: initial; <br />03/11/22 Dip, <br />d <br />a <br />-� I j � <br />d D ui <br />w 4 Z <br />Ca � x <br />IL <br />J UJ � <br />d <br />Li a <br />� UJ <br />� � o z <br />J J <br />sheet: <br />SD2 <br />