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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3k"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />LU x <br />UJ <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />=5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS COW. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <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 I Y2" <br />FROM UPLIFT GONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />i GONNEGTOR 5PEGIFIGATION5 <br />SECTION <br />SCALE: B/4'=1'-0' <br />!WxO.113" RING SHANK <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 6.T. <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4' DIA. x %4' TAPGON <br />ROOF TRUSSES <br />(2)3 Y2'x0.131" -SEE PLAN — <br />2x4 ® I6"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20'xO.13I" TOENAILS. <br />GABLE 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 l" (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 />A" DIA. x3h" 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 Pq/-j <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"x0.I13" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />-2x4 BRAGE w/2x4 T-BRAGE, <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"x0.131" <br />ROOF TRUSSES -GUT TO FIT <br />NAILS 12" O.G. <br />T16HT BETWEEN TRU55 BOTTOI <br />(NOT REQ'D AT TRUSS 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 />SECTION <br />2 SCALP: 3/4'4-0' <br />C A GrCAI n.,.,t SHT6. TO HIP <br />.113" RING <br />a 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRU55E5 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />IMPSON 24" O G <br />TO TOP OF WALL w/ 5 <br />8" GMU BOND BEAM w/-J H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGLV IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BE <br />4 HORz. REINF. 5PEG5 <br />&!N�TS/Vl� <br />q SECTION <br />BOND-BEAM <br />-CONTIN. 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 />L t��NRY PIERDETA I L TRIPLE WINDOW SIM. <br />TYP I GAL OVERPRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.5. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. - <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb"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 />5TRU6TURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENIN6, USE (3) ROW5 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 OPENING <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 24/2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />MANUFACTURER <br />WINDOW/DOOR BUCK DETAIL <br />SCALE: NT'S <br />i' <br />SECTION <br />3 SCALE: S/4"=1',•G" <br />ALL LAPS IN MASONRY 25" <br />-RUNNIN6 BAR—, <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />T1'P. CORNER VERT. WALL <br />REINPORGINCG DETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <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 BETH'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 IS GREATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />(1) #5 IN <br />BOND BEAM <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKING IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF15 <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 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />--- ---1-- --- --- LU <br />I } <br />PRECAST LINTEL, SEE PLAN <br />1 FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />1 (1) #5 VERTICAL IN 6ROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES <br />@�,E�T <br />CIN <br />. REINFORG DETAIL <br />NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENIN6 DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHORA DRILL 6" INTO EX15T'6 i Q LOCATED PER PLAN <br />IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE 1 <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLIGE <br />cv I I z <br />2X6 OR 2X8 P.T. BUCK 1 I I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ - aIlz <br />DOOR MANUFACTURER ' <br />1=1 1=1 11=1 11=1 <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADE <br />EMBEDMENT AT EACH DOOR BRACKET,I- <br />EACH 51DE OF DOOR. PROVIDE I Y "xW6" o 1< <br />III —III —I <br />THICK WASHER W/ EACH ANCHOR (I5T BOLT --' '-1 I MI I 1=11 I4 e <br />BE 8° MAX ABv RE A Y ' I=1 I I —III III —I 1I- <br />ES <br />ION/4"=1'-0" <br />N 78' 4 <br />ST TE OF <br />i��N AL eN%%N � <br />1JJ <br />© copyright : t�dL�ERN & KULP ��qq <br />Strwo@ ngine�inzazl, <br />TRU55E5 on Z ' <br />PLAN J w <br />w <br />Z_ <br />i Z <br />w <br />J a <br />Q <br />T CONNECTOR = Q Ea <br />SCHEDULE z I- <br />L) L <br />� � w <br />WALL REINF. UJ cc <br />cn m <br />I(TEND INTO <br />BEAM a > E <br />J� <br />Z -0 = <br />W Y <br />01 <br />y mp _ <br />W O N OC ch a <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by: D R <br />issue date: 0 9-2 9-2, `j <br />REVISIONS: <br />date: initial: <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 61" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALP: 8/4"=1'-0' <br />�~ C4 <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU 14 <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) A" DIA. x 2 <br />A LONG TITEN 5GREW5 <br />~i <br />- PROVIDE MOISTURE BARRIER <br />i j-•1 <br />PLATE (PER TRUSS MANUF) ® <br />�: <br />w <br />EACH TRUSS. <br />i _ i <br />Q <br />- PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />0 <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />i <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />U-d <br />TO CURB ST EQU ° W <br />SPACED APPROXIMATELY 24" O.G) — — I I— I , 11- RETWE I T DETAIL <br />=1 I I. I I I I, I I P 5GALE: 5/4'=1'-0'U 2 <br />START BOLTS AFTER <br />GARAGE CURB W' MAX.) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NM <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. s GNU STEM POR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 1 S HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />sheet: <br />Q <br />a <br />0 <br />J <br />LL. <br />z <br />rr(L <br />v! <br />J <br />rd� <br />V <br />< <br />J J <br />SDN2 <br />:J <br />