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n <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />rE HORZ. REINF. SPECS <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"xO.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. 5PEG5 <br />I SECTION <br />SCALE: 9/4'=1'-O" <br />PROVIDE SOLID 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 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 TRUSS. <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 %" TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"xO.131" -SEE PLAN — <br />2x4 ® I b"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20'xO.131" 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 -I" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2 Y2"xO.131" NAILS <br />® <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4" DIA. 4�12" LONG 505 <br />5GREW5 ® 16, 0.6. <br />PROVIDE M015TURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM Pq/—/ <br />(1) #5 BAR GONT. <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4• <br />BLOGKING w/ 2 %"xO.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"xO.131" <br />NAILS <br />L2x4 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/ 3Y4'x0.131" <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 ®b" O.G. <br />SECTION <br />2 SCALE: <br />A r- r=kI n.,.,C 5HT6. TO HIP <br />.113" RING <br />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 TRUSS BELO <br />FASTEN BOTTOM CHORD OF 6MTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM HGAMIOKTA CLIP ®48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INCL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 6" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION 4 HORZ. REINF. SPECS <br />SCALE:9/4'=I'-O' &SEC;/6 <br />N <br />SCALE1'-O" <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 />VOOLE WINPOA <br />L MA50NRY PIER DETAIL <br />SCALE: WS TRIPLE WINDOW SIM. <br />TYPICAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LESS 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 5HEATHIN6 TO <br />FASCIA WITH 2 %5"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 5HEATHiNG <br />MAIN ROOF TRU555 <br />NOTES: <br />• <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/(b"x4" TAPGON5 b" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I " MIN. FROM EDGE OF <br />BUCK. • <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOKVOOR TO STRUCTURE BY OTHERS IN <br />THIS CASE. <br />• <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUGKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />• <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) r <br />ROW5 OF 2 Y2"xO.131" NAILS ® 1611 O.G. FASTEN WINOOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. <br />MANUFACTURER <br />VONPOOR BUCK DETAIL <br />: WS GHA,11 <br />ES <br />�!E <br />�TS/6 <br />i'-O' <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR—, <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. MLL <br />REINFORCING DETAIL <br />SCALE: N 15 <br />2xbxl2" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE 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 />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO _SEE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAILS ® b" O.G. <br />FASTEN EA. 2x4 BLOGKINS IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI ONIl2P8 PAF's <br />FASTEN EXTERIOR 5HEATHING 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 />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />(1) #5 IN <br />BOND BEAM <br />aL <br />\_ <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 GON5TRUCTED AND SIZED PER NOTES <br />YERT. REINFORCING VETAIL <br />J SCALE: Hrs <br />A <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />SEE TYP FOUNDATION <br />2. PROVIDE %'" DIA. HOLE FOR <br />OF OPENING <br />DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. <br />INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUCTIONS. HERE <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOG TED PER PLAN <br />DIA. ANCHOR DRILL b" INTO EXI5V6 I I IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I <br />z_ <br />2X6 OR 2X8 P.T. BUCK I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ e <br />DOOR MANUFACTURER a <br />PROVIDE (5) 3/e" DIA. J-BOLT W 5�" GRADE I I=1 I I —III —I 11=1 <br />1. <br />EMBEDMENT AT EACH DOOR BRACKET, =I I=I I=I ; I ( d4 I (==I I —I 1-� <br />EACH 51DE OF DOOR. PROVIDE I Y2"Alf,61f <br />THICK WASHER WEACH ANCHOR (1ST BOLT Q <br />1=1 1=1 I I I=III=III111:7- <br />- <br />5PAGED APPROXIMATELY 24" OL) <br />START BOLTS AFTER <br />6ARA6E GURB (8" MAX) <br />RAC7E DOOR BUCK DETAIL <br />K SCALE= NTS <br />M 155ED VOWEL RETROFIT DETAIL <br />SCALC: NTS SIM. • CMU STEM FM PROW GRAN <br />4xb P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRU55E5 <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />PROVIDE (1) <br />51MP50N G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 4" MIN <br />END LENGTH <br />REAR WOOV LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 9/4'=I'-O' <br />seal: . <br />*/ N 82 <br />01 <br />© coPYnkiY1;' �t,k\\\ _ O <br />0CD <br />Z_ <br />JLU <br />w <br />w <br />Z_ <br />c <br />Z <br />w <br />J <br />d <br />co <br />Q <br />cc <br />N <br />� <br />E <br />it <br />ac <br />W <br />E <br />-5 , <br />= Q <br />m E <br />Q <br />Jz <br />IW <br />y <br />y <br />LY <br />m _ <br />$ N <br />�a <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J.SB <br />drawn by: <br />MJT <br />issue date: 01 <br />-2 6-2 1 <br />REVISIONS: <br />date: initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />—FASTEN EA. ROOF TRUSS TO GMU w/ <br />51MP50N M5TMI6 TWI5T STRAP. <br />LO <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />IJ <br />I <br />- PROVIDE M015TURE BARRIER <br />< <br />T , i <br />�J•� <br />PLATE (PER TRU55 MANUF) ® <br />EACH TRUSS. <br />i r i <br />Q <br />- PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO^.. <br />ROOF TRUSSES ® EVERY OTHER BAY <br />u <br />0 <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 YY LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />j <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />►�—+ <br />W <br />P SCALE= 9/4'=I'-O" V <br />LETTERED DETAILS ARE T'I'PIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />LO <br />LO d <br />sheet: <br />'Q <br />Q <br />0 <br />J <br />LL <br />W <br />z <br />Wa�1 <br />'Q <br />W <br />j'< <br />V <br />co '< <br />v. LO <br />0 ? <br />J J <br />�j' <br />SD-2 <br />