Laserfiche WebLink
A <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />6" O.G. <br />W <br />IAJ <br />X <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 />8 HORZ. REINF. 5PEG5 <br />fJ <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM vo <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />3/W'xO.113" RING SHANK <br />SEE 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 />HIP 63. <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />ROOF TRUSSES. <br />(2)3 Y2"x0.131 " -SEE PLAN <br />2x4 @ 16"o.c. FASTENED - <br />TO 6ABLE END TRUSS w/ <br />(20'xO.131" TOENAILS. <br />6ABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRUSS MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/Y2" DIA. <br />ANCHOR BOLTS @ 32" O.G. <br />WITH 7" (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2 Y2"xO.131" NAILS <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE v, <br />Y4" DIA. x3Y2" LONG 505 <br />5GREW5 @ I6" o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF.) <br />8" GMU BOND BEAM "/-j <br />(1) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"x0.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />CONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"xO.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131 " <br />NAILS <br />o <br />l <br />2x4 BRACE w/2x4 T-BRACE, <br />- <br />PROVIDE 2x4 BLOCKING @ 48 <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 />T16HT BETWEEN TRU55 BOTTOt <br />(NOT REQ'D AT TRU55 HEI6HT5 <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKING w/ SCREWS <br />EXTEND INTO BOND BEAM <br />/NAILS 6" O.G. <br />SECTION <br />2 SCALE; 3/4°=1'-O" <br />C A!'rCAI n��c 5HT6. TO HIP <br />1.113" RING <br />P 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />— UPLIFT CONNECTOR <br />-SEE PLAN <br />— HIP JACK TRUSSES <br />-� FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6WTH (1) SIMP50N 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 PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT.E— EXTEND INTO BOND BEAM <br />•} SECTION I HORZ. REINF. 5PEG5 cC <br />I SCALE: 3/4"=1'-0" d JLGTION <br />BOND -BEAM <br />GONTIN. PRECAST HEADER <br />fi <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETIE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV, OR EQUIV. <br />DOUBLE WINDOW <br />PIER DET� I L <br />Q���NRY <br />TRIPLE WINDOW 51M. <br />TYP I CAL OVERT RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d GONNEGTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I 2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />3 SECTION <br />SCALE: 3/4"=1'-0" <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />SEE UPLIFT CONNECTOR OOF TRU55E5 <br />SCHEDULE ON PLANS FOR PER PLAN <br />GONNEGTOR <br />5PEGIFIGATION5 _ <br />AAA <br />8" GMU BOND BEAM PROVIDE MOISTURE BARRIER <br />W/ (I) #5 CONT. PLATE (PER TRU55 MANUF.) <br />EACH TRUSS. <br />8 REINF, GMU WALL <br />-SEE PLAN FOR VERT. VERT WALL REINF. TO <br />d HORZ. REINF. SPECS EXTEND INTO BOND BEAM <br />SECTION <br />20 SCALE: 5/411=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />--1—------- ------1--- w <br />ALL LAPS IN MASONRY 25" I ---------------- <br />} <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR FOR 5PECIFIGATION <br />w VERTICAL REINFORGEMENT PER <br />W PLAN <br />} <br />F­11—r <br />MAIN ROOF 5HEATHIN6H I (1) #5 VERTICAL IN 6ROUT FILLED CELL 4xb P.T. PROVIDE (1) <br />(IF REQ'D PER PLAN) POST <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />I OF POST, q" MIN <br />END LENGTH <br />#5 BENT CORNER BAR <br />DROPPED <br />MAIN ROOF TRU555 GROUTED CELL BEAMS <br />PER PLAN <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 %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE 1 Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL 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 5TA66ERED @ 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD 13UGK 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 WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />MANUFACTURER <br />H W I NDONDOOR BUCK DETAIL <br />WALE: NT5 <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />2xbxl2" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />PERT. RE I N�ORC I NG DETAIL <br />J SCALE: NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N 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 />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHOR DRILL 6" INTO EX15V6 LOCATED PER PLAN <br />SLAB, EPDXY 8 DRIVE I I I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O <br />N I I z <br />2X6 OR 2X8 P.T. BUGK I I I f <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ 4° <br />DOOR MANUFACTURER <br />PROVIDE (5) DIA. J-BOLT W/ 5 �'2„ — — — — III=III=III=III—I <br />3GRADE � <br />/8„ <br />EMBEDMENT AT EACH DOOR BRACKET, -1 I —III —III —III ° I I —III —III —I I I1—'' <br />EACH SIDE OF DOOR. PROVIDE I y2"x3i(6" p . a —I � I —I I I —I I - <br />THICK WA5HER WEACH ANCHOR (I5T BOLT = —I I —I I —I I III —I <br />'—III—III—I I I � a ` a — I —III —III <br />SPACED APPROXIMATELY 24" O.G.) - <br />START BOLTS AFTER <br />6ARA6E CURB (8" MAX.) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NTS <br />M 1 SSED DOWEL RETRO� I T DETAIL <br />SCALE: NT5 SIM. @ GMU STEM FOR PROPPED 6100E <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-0" <br />P SCALE: 3/4"=1'-O" <br />y4Fatlaeisr, <br />seal:` <br />yti ,, <br />No 7782 <br />I y <br />8 4 <br />STATE OF aBIV <br />4 e t ✓" + I <br />© copyright: Wv 1l,, \\\\ <br />Structur�ang veering, Inc. <br />aM <br />Z <br />LU <br />W <br />w <br />Z_ o <br />Z <br />w 0- <br />+ < CID <br />J � <br />Z= <br />F— <br />C..) a o. <br />W = c <br />F— CO <br />W� F <br />m E <br />�4C Q. <br />H _� o <br />W Y <br />y m � <br />W C N <br />cc MQ <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: BC <br />issue date: 09-1 0-2 1 <br />REVISIONS: <br />date: initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />-FASTEN EA. ROOF TRUSS TO GMU w/ <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA, x 2 <br />Y4" LON6 TITEN 5GREW5 <br />- PROVIDE M015TURE BARRIER <br />�Q <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />^, <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />i <br />TRU55ES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />~�-•+ <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />H <br />U) <br />sheet: <br />q CU <br />J <br />W <br />o <br />Q <br />� <br />J <br />wM <br />Q <br />� <br />� <br />w <br />UJ <br />J <br />U <br />r <br />o z <br />< <br />J J <br />SD-2 <br />