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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w� <br />i< <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. 5PEG5 <br />n <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131 " <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. - <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />G SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />i CONNECTOR 5PEGIFIGATION5 <br />I SECTION <br />%"0.113" RIN6 SHANK <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 61. <br />2x4 FLAT BLOCKING @ 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 54' TAPGON <br />ROOF TRUSSES <br />-SEE PLAN — <br />(2)3 Y2"x0.131" <br />2x4 @ I6"o.c. FASTENED <br />TO GABLE END TRU55 w/ FASTEN SHEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ <br />(2)3"x0.131" TOENAILS. BLOCKING w/ 2 3/e"x0.113" (3)3 Y4"x0.131" <br />RING SHANK NAILS @ 4"O.G. TOENAILS EACH END <br />x x <br />x <br />MAX <br />6ABLE END VERTICAL WEB <br />1 <br />2'-0" MIN <br />REINFORGIN6 A5 REQURIED <br />I ROOF 5HT6 <br />; (4) 3 Y4"xO.131" <br />BY TRU55 MANUF. <br />SHALL BE <br />i i NAILS <br />2x8 P.T. PLATE FASTENED <br />CONT. 24" MIN <br />TO BOND BM. W/Y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLTS @ 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2Y2"x0.131" NAILS <br />b"O.G. 11 <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w/VA <br />Y4" DIA, x3Y2" LON6 5D5 <br />5GREW5 @ I b" o.c. <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOCKING 48 <br />PROVIDE MOISTURE <br />SPACED 4'-O" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ <br />ROOF TRUSSES -GUT TO FIT <br />WOOD MEMBERS ON GMU <br />NAILS 12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOi <br />(PER TRU55 MANUF.) <br />(NOT REQ'D AT TRU55 HEIGHTS <br />(NO" <br />CHORDS AND NOTCH AROUND <br />GMU BOND BEAM w/ <br />OR SHORTER) <br />4'-18" <br />SILL PLATE <br />(i) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />5" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKING w/ SCREWS <br />MAILS ®b" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />HORZ. REINF. 5PEG5 <br />SECTION <br />2 SCALE: 3/4"=1'-0" <br />C A r"' 5HT6. TO HIP <br />.113" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />— UPLIFT GONNEGTOR <br />-SEE PLAN <br />— HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO' <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N @ 24" O.G. <br />8 GMU BOND BEAM w/� H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. AL EXTEND INTO BOND BEAM <br />SECTION 4 HORZ, REINF. SPECS <br />5GALE:3/4"=1'-0' q ME�TiF <br />N:3/1'-0' <br />BOND -BEAM <br />_1___GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE CA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MA50NR%( PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 5PEGIFIGATION5. . <br />MAIN ROOF 5HEATHIN6 <br />SECTION <br />3 SCALE: 3/4"=I'-0" <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />■1 <br />ALL LAPS IN MASONRY 25" <br />I <br />- RUNNING BAR <br />� I <br />w <br />Q <br />} <br />I <br />I <br />i <br />L #5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />NOTES: <br />I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E 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 EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 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 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROW5 OF 2i'2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />MANUFACTURER <br />WI NDONDOOR BUCK DETAIL <br />H ALE: NT5 <br />T1'P. CORNER VERT. NALL <br />RE I NPORG I NG DETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2X8XI2 "P.T. <br />CENTER BUCK <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS 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 />2x FASCIA <br />-5EE 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 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING 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 />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4'=1'-0' <br />(1) #5 IN <br />BOND BEAM <br />----- -- --- --- w <br />W <br />Q <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES <br />VERT. RE I Nr-ORC I NG DETAIL <br />J �: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. SIMP50N 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 EX15T'6 I Q LOCATED PER PLAN <br />I IN GROUTED CELL <br />SLAB, EPDXY 8 DRIVE I I _J <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O <br />N I I z <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ - <br />DOOR MANUFACTURER � ° <br />PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 y2" GRADE _ u I I —III —III —III -I <br />EMBEDMENT AT EACH DOOR BRACKET, - —I I— I —I I <br />EACH 51DE OF DOOR. PROVIDE I Y2"—III —II— <br />x3�(b" p =1 I —I I —III —III' ° II 1- <br />THICK WASHER 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 />GARAGE CURB (8" MAX) <br />DODR BUCK DETA I L&LA <br />M 155ED DOWEL RETROr-I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />seal: <br />\ J <br />r /l 24 <br />1, AT O F <br />i <br />0) <br />f, �^ <br />© copyright: MULL€RN h Struz, d in n lion <br />=TRUSSES <br />om Z <br />PLAN <br />J w <br />w <br />Z c <br />co rn <br />Z <br />w M <br />�. <br />T GONNECTOR <br />E E <br />a <br />SCHEDULE <br />�EpC <br />c <br />a) <br />UJ <br />WALL REINF. <br />cn S <br /><TEND INTO <br />J °O E <br />BEAM <br />Q Q' <br />Jz �o <br />CP <br />� W V 4 <br />o <br />y m Ln <br />Lil Co N <br />Ma <br />IV <br />Ir <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 12-1 4-2`] <br />REVISIONS: <br />date: initial: <br />P.T. <br />PO <br />POST <br />PROVIDE (1) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />U <br />EXTERIOR FACE <br />OF POST, 1" MIN <br />END LENGTH <br />DROPPED <br />a' <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />WALE: 3/4"=1'-0" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TWI5T STRAP. <br />u 1 <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA, x 2 <br />Y4" LONG TITEN 56REW5 <br />►--� <br />W <br />- PROVIDE MOISTURE BARRIER <br />�Q <br />Q <br />PLATE (PER TRU55 MANUF.) ® <br />EACH TRU55. <br />T _ T <br />0 <br />- PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />L <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />5 w/ (2) 3Y4"x0.131" NAILS @ EA. END. <br />UJ <br />UJ <br />P RETROP I T DETAIL <br />SCALE: 3/4"=1'-0" <br />3: <br />U) <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THI 5 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPED I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />Q <br />0 <br />J <br />I.L <br />U <br />z <br />r�� <br />v1 <br />< <br />U) <br />J <br />'Q <br />U <br />U) <br />I~ �e <br />0? <br />J J <br />SDW2 <br />