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FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/e"xO.113" <br />RING SHANK NAILS <br />® b" O.G. -� <br />w <br />irl <br />2xb FA5GIA ET <br />-SEE ARCH <br />8" GMU BOND BEAM <br />IN (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2'x0.131" <br />8" GMU BONC <br />(1) #5 BAR5 C <br />8" REINF. GM <br />-SEE PLAN F <br />d HORZ. REINF. 5PI=G5 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2' FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />i GONNEGTOR 5PEGIFIGATION5 <br />1 SECTION <br />SCALE: 9/4"=1'-0' <br />` PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF, TO <br />EXTEND INTO BOND BEAM <br />2 3%,"xO.113" RING SHANK <br />O�UET <br />ION9/4"=I'-0' <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 5V4" TAPGON <br />(2)3 Y2"xO.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />BOND -BEAM <br />i---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 WINDOW <br />MASONRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />2x4 ® I6"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(2)3"xO.131" TOENAILS. <br />GABLE END VERTIGAL WEB <br />REINFORCING AS REQURIED <br />BY TRU55 MANUF. <br />2xb P.T. PLATE FASTENED - <br />TO BOND BM. W/ Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <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 />Y4" DIA. x%" LONG 5D5 <br />5GREW5 0 16" o.c. <br />PROVIDE M015TURE <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 />d HORZ. REINF. SPECS <br />HIP G.T. <br />ROOF TRUE ES <br />-SEE PLAN — <br />SECTION <br />5 xxa a4"•I-0" <br />FASTEN SHEATHING TO 2x4- <br />15LOGKIN6 w/ 2 3/8"x0.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4" x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131 " <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ® 4e <br />SPACED ® 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ® 12 O.G. <br />TIGHT BETWEEN TRU55 BOTTOM <br />(NOT REQ'D AT TRUSS HEIGHTS <br />CHORDS AND NOTCH AROUND <br />4'-I" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKING w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS ®b" O.G. <br />SECTION <br />2 SCALE: 9/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN ROOF 5HTG. TO HIP <br />G.T. W 2 %'xO.113' RING <br />SHANK NAILS o b' O.G. <br />UPLIFT CONNECTOR <br />-SEE PLAN <br />HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />FASTEN BOTTOM CHORD OF G.T. ® 24" O.G. <br />8' GMU BOND BEAM w/J TO TOP OF WALL W 51MP50N <br />(I) 5 BARS GONT HGAMIOKTA GLIP 0 48'O.G. <br />(GONNEGTOR INCL D IN PACKA60 <br />8" REIN. CM WALL VERT WALL REIN. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />d HORZ. REIN. SPECS TYP I GAL OVERFRAM I NG <br />it LION K�ONNEGTI ON DETA I L <br />BY WINDOW/DOOR <br />MANUFACTURER <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR, <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 3/5"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2xb FA561A <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 9/4"=I'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />MAIN ROOF SHEATHING <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %6"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.I31" NAILS STAGGERED ® 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 REQUIREMENT5 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 SPECS. <br />L WI NDONDOOR BUCK DETAIL <br />n SCALE: NT5 <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NT'S <br />2xbxl2" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />5GHEDULE 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 />SEE UPLIFT CONNECTOR - <br />SGHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />TRU55 OVERFRAMING <br />PER PLAN —� <br />20 SECTION <br />SCALE: 9/4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />I } <br />---------------- <br />I <br />PRECAST LINTEL, SEE PLAN <br />FOR 5PEGIFIGATION <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 GON5TRUGTE0 AND 51ZED PER NOTES <br />RT. REINFORCING DETAIL <br />E: NTS Q�VT S <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION <br />OF OPENING DOWEL, SLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN <br />INSTRUCTIONS. HERE <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />3/e° DIA. ANCHOR DRILL b" INTO EXI5:—\j <br />I g LOCATED PER PLAN <br />SLAB, EPDXY d DRIIN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I <br />2X4 P.T. TOP BUCK 50" LAP SPLICE <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/ a <br />DOOR MANUFACTURER Z6 � I ' <br />PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 Y2" GRADE I 1=III-1 I-1 11-1 I I. <br />EMBEDMENT AT EACH DOOR BRACKET,I- <br />EACH SIDE OF DOOR. PROVIDE I Y2"x3�(e' p -1 1—III—III 1—I 1 I-1 1- <br />;I1161F,,,,; 111� 111- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT = <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) - <br />START BOLTS AFTER <br />GARAGE CURB W' MAX.) <br />OOR BUCK DETAIL <br />@�67ARACvE SC <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NT5 SIM. • GNU STEM FOR DROPPED 6RADE <br />�P.•�� G E Iv 5, 4.1 <br />N <br />�� F <br />� Q cgpVright : kliERN & KULP 20�1 <br />Structural En <br />*4 Inc <br />OOF TRU55E5 <br />PER PLAN o CD <br />0 <br />Z <br />J� <br />W <br />w <br />Z <br />PROVIDE M015TURE BARRIER CD `- <br />PLATE (PER TRUSS MANUF.) ® '-'-' °a - <br />EACH TRU55. + Q <br />ac CID <br />EE E <br />VERT WALL REINF. TO I-_¢ $ <br />EXTEND INTO BOND BEAM a <br />It = <br />o� <br />F- z1 w <br />UJ <br />°° E <br />J� Q� <br />z <br />v <br />W <br />p o <br />y m <br />LU <br />O ~ <br />�a <br />M&K project number <br />068-2001 1 <br />project mgr: J S B <br />drawn by, D R <br />issue date, 0 9-3 0.21 <br />REVISIONS: <br />date: initial: <br />4xb P.T. <br />P05T <br />PROVIDE (1) <br />SIMPSON L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 9/4"=1'-0' <br />SEE 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 M5TMIb TNI5T STRAP. <br />LQ <br />FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />- PROVIDE MOISTURE BARRIER <br />< <br />PLATE (PER TRU55 MANUF.) ® <br />EACH TRU55. <br />i _ i <br />n <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 />TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />N< <br />RETROFIT DETAIL <br />P SCALE: 9/4"=I'-0" <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 REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />U) <br />Z <br />idrr, <br />v! <br />< <br />U) <br />J <br />r'Q <br />V <br />Lo � <br />� z_ <br />J J <br />SD-2 <br />