Laserfiche WebLink
P <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w <br />=Q <br />in <br />2x6 FA5GIA <br />j <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. __ J <br />5" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />1 SECT I ON <br />SCALE: 3/4°=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />d CONNECTOR IF TRUSS 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 />5EE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x4 @ 16"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(2)3"x0.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING A5 REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/Y2" DIA. <br />ANCHOR BOLTS @ 52" O.G. <br />WITH 7" (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 />All DIA. x3Y2' LON6 5D5 <br />5GREW5 ® 16" o.c. <br />PROVIDE M015TURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF.) <br />8" GMU BOND BEAM N/—/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />- FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ _ <br />BLOGKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.131" <br />RIN6 SHANK NAILS © 4"O.G. TOENAILS EACH END <br />Xx X <br />2'-0" MIN <br />i <br />ROOF 5HT6 I (4) 3 Y4"x0.131" <br />SHALL BE NAILS <br />GONT. 24" MIN <br />ONTO. ROOF n <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOGKIN6 @ 4e <br />PACED @ 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />ASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />ROOF TRU55E5-GUT TO FIT <br />AILS ®12" O.G. <br />TI6HT BETWEEN TRU55 BOTTOt <br />NOT REQ'D AT TRUSS HE16HT5 <br />kl:.:�4'4' <br />CHORDS AND NOTCH AROUND <br />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 />PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRUSS 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 %"xO.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS <br />.7 <br />SECTION <br />3 SCALE: 3/4"=1'-0' <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 />ROOF <br />TRU5 <br />-SEE PLAN <br />(2)3 YZ"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF, GMU WALL -SEE PLAN PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />(1) #5 IN <br />BOND BEAM <br />VALLEY SET d 9@) ' � <br />OVERFRAMIN6 TRU55 <br />p iY <br />I � <br />p ALL LAPS INMASONRY 25" I ---------------- } <br />TRU55 OVERFRAMIN6 p I <br />PER PLAN PRECAST LINTEL, SEE PLAN <br />RUNNING BAR FOR SPECIFICATION <br />`n VERTICAL REINFORCEMENT PER <br />w <br />SEE UPLIFT CONNECTOR @l tY PLAN <br />SCHEDULE ON PLANS FOR OOF TRU55E5 101 } <br />CONNECTOR PER PLAN in <br />5PEGIFIGATION5 10l MAIN ROOF 5HEATHIN6 I <br />(U #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />PROVIDE MOISTURE BARRIER <br />8" GMU BOND BEAM FASTEN EACH OVERFRAMED <br />W/ (1) #5 GONT. PLATE (PER TRU55 MANUF.) @ TRU55 TO TRU55 BELOW <br />EACH TRU55. #5 BENT CORNER BAR <br />8 REINF. GMU WALL WITH (U 51MP50N VTGR CLIP <br />-SEE PLAN FOR VERT. 10< @ 24 O.G. GROUTED CELL <br />HORZ. REINF. 5PEG5 VERT WALL REINF. TO MAIN ROOF TRU555 <br />EXTEND INTO BOND BEAM <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />TYP I GAL OYERFRAM I NG TYP. CORNER VERT. WALL <br />SECTION A CONNECTION DETAIL G RE I NPORC I NG DETAIL QYVE <br />T.REINPORC I NG DETAILSCALE: N.T.S. SCALE: Nr5 NT5 CCL <br />BOND -BEAM <br />�-GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />DOUBLE WINDOW <br />PIER DET� IQt2�N!1*1 <br />TRIPLE WINDOW 51M. <br />NOTE5: � <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3,(6"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I ,2" MIN. FROM ED6E 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 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR t^IINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />MANUFACTURER <br />L W I NDONDOOR BUCK DETAIL <br />n SCALE: NT5 <br />4x6 P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />7 SHANK <br />SECTION <br />SCALE: 3/4"=1'-0' <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE- 3/4"= I'-0' <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 />2xbxl2" OR CE OF OPENING <br />DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. <br />2X8XI2 P.T. <br />3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN <br />CENTER BUCK <br />INSTRUCTIONS. HERE <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />3/5" DIA. ANCHOR DRILL 6" INTO EXI5T'G I I IN GROUTED CELL <br />SLAB, EPDXY $ DRIVE <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 <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ ,. <br />DOOR MANUFACTURER 111=III=III= = <br />PROVIDE (5) %" DIA. J-BOLT W/ 5)/2" GRADE <br />EMBEDMENT AT EACH DOOR BRACKET,I- <br />EACH 51DE OF DOOR. PROVIDE I Y2"xW(," <br />d.. .. ,a <br />THICK WASHER W/ EACH ANCHOR (15T BOLT = III —III —III a <br />TO BE 8" MAX ABV URB RI=S E UALLY I=III= I I III=1 <br />1I- <br />2x4 FLAT BLOGKIN6 @ 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />VA <br />N <br />seal; <br />T <br />o <br />ry <br />L <br />of° <br />4O <br />�[1 r ° ° � <br />'��°°°� <br />p'� <br />20 <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />1..`■ CD <br />Z <br />w <br />w <br />Z <br />o <br />z <br />rn <br />Z <br />� <br />w <br />L <br />N <br />Q <br />Zcc:= <br />Q6 <br />F- <br />�� <br />zz <br />C <br />W F- <br />-2 E <br />Cn <br />j <br />T <br />Q <br />Jz <br />> ♦ <br />o <br />UJ <br />0 <br />2 <br />y <br />W <br />o v— <br />= <br />M M. <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J.SB <br />drawn by. <br />DJ R <br />issue date: 01- `I 3-2 2 <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 TRU55 TO GMU w/ <br />r ,� <br />51MP50N M5TMI6 TW15T STRAP. <br />U 1 <br />FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />T _ T <br />w <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) ® <br />EACH TRU55. <br />T _ 7 <br />O <br />- PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />0 <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 <br />2 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />J <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />UJ <br />0 <br />ZD <br />SPACED APPROXIMATELY 24" O.G.) -1 11.=I I1 I I= —I 11-a III I I I I ��EROPIT DETAIL <br />07 <br />START BOLTS AFTER �+ <br />GARAGE CURB 0" MAX.) <br />G,�RGE DOOR BUCK DETAIL <br />K SCALE: NT5 <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />U) r,—y <br />chaat- <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />Q <br />0 <br />J <br />1..L <br />U) <br />0 <br />z <br />x <br />(L <br />W <br />d <br />U) <br />r'� <br />V <br />LQMM r, <br />l' 1 W <br />0 z <br />J J <br />SDM2 <br />