Laserfiche WebLink
FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />U <br />w LU <br />2x6 FASGIA <br />-SEE ARCH <br />811 GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />ROOF TRUS <br />-SEE PLAN <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />it <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />I ` VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SHANK <br />HIP G.T. <br />2x4 FLAT BLOCKING ® 16" ox_ <br />FASTENED TO BOND BM. w/ Y4" <br />TAPGON ROOF TRU55E5 <br />-SEE PLAN — <br />(2)3 Y2'xO.131 " <br />2x4 CATS ® 16"o.c. <br />FASTENED TO GABLE END <br />TRU55 w/ (20'xO.131" <br />TOENAILS. <br />LJ__ -2 MAX <br />X I I <br />GABLE END VERTICAL WEB - <br />REINFORCING AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED <br />TO BOND BM. W/)/2" DIA. <br />ANCHOR BOLTS • 32" O.G. <br />WITH I" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2 Y2"xO.131" NAILS <br />611O.G. <br />FASTEN BOTTOM CHORD\OF <br />TRU55 TO P.T. SILL PLATE WY411 DIA. x3Y2' LONG 505 <br />SGREWS • 16" o.c. <br />PROVIDE M015TURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRUSS MANUF.) <br />811 GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4 <br />BLOCKING w/ 2 %"x0.113" <br />RING SHANK NAILS ® 4"O.G <br />2'-0" MIN <br />ROOF SHTG <br />SHALL BE <br />CONT, 24" MIN <br />ONTO.ROOF <br />2x4 BLOCKING w/ <br />(3)3)/4"xo.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.1' <br />NAILS <br />2x4 BRACE w/2x4 T-BRACE, <br />J' � <br />PROVIDE 2x4 BLOCKING c <br />SPACED 4-0O.G. O.G. MAX. <br />O.G. IN FIRST (5) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3 A4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ®12" O.G. <br />TIGHT BETWEEN TRU55 BOl <br />(NOT REQ'D AT TRUSS HEIGHTS <br />CHORDS AND NOTCH AROI <br />4'-I" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKING w/ SGREWS <br />EXTEND INTO BOND BEAM <br />/NAILS ® 6" O.G. <br />�:dN 4=1'-0" <br />CA G-TCA: n.,.,= SHTG. TO HIP <br />1.115" RING <br />D 611 O.G. <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JAGK TRUSSES <br />(2)3 Y2"x0.131 " <br />FASTEN BOTTOM CHORD OF <br />8 GMU BOND BEAM w/ G.T. TO TOP OF WALL w/ <br />II <br />(U #5 BARS GONT. 8" GMU BOND BEAM w/ 51MP50N HGAMIOKTA CLIP <br />(1) #5 BARS GONT. 48"O.G. <br />8" REINF. GMU WALL VERT WALL REINF. TO VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. 4 L EXTEND INTO BOND BEAM <br />$ HORZ. REINF. 5PEG5 $ HORZ. REINF. SPECS <br />SECTION SECTION <br />SCALE: 8/4"=1'-0° Q <br />SCALE: 3/4"=i'-0° <br />2x6x12" OR CL OF OPENING <br />2XSXI2 P.T. <br />CENTER BUGK <br />DIA. ANCHOR <br />2X4 P.T. TOP BUGK <br />2X6 OR 2X8 P.T. BUGK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y211 <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"Ac," <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 (811 MAX) <br />01�61 <br />11OOR BUGK 1�IETAIL <br />SCALE: NTS <br />BOND -BEAM <br />_,____GONTIN. PRECAST HEADER—­'- <br />5" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EAGH OVERFR <br />TRUSS TO TRU55 BELO <br />WITH (1) 51MP50N 1/TGR <br />® 24" O.G. <br />DOUBLE WINDOW <br />M,h50NRY PIER 17ETr I L <br />L SCALE: NTS TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR, <br />WHERE TRU55 15 GREATER THAN I XY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %NO.113" <br />RING SHANK NAILS • 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />TYP I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />3 SECTION <br />ALL LAPS IN MA50NRY 25" <br />-RUNNING BAR —I <br />MAIN ROOF SHEATHING <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />P RE-�RO�7F I T 17ET,h I L <br />1-0" <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />4FO NOT SHOWN HERE <br />ASTEN EA. ROOF TRUSS TO GMU w/ <br />IMP50N M51-MI6 TW15T STRAP. <br />ASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />LONG TITEN SGREWS <br />ROVIDE M015TURE BARRIER <br />LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />'ROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />OOF TRU55E5 ® EVERY OTHER BAY <br />ASTENED TO GMU w/ (3) )/4" DIA. x 3 y2' LONG <br />APGONS. FASTEN BLOCKING TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <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 1 Y2' <br />2x FASCIA <br />FROM UPLIFT CONNECTOR, REFER TO -SEE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR SHEATHING TO 2x4 <br />BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAILS • 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF'S <br />FASTEN EXTERIOR SHEATHING TO - <br />2x BLOCKING w/ 2 )211x0.131" 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 />$ HORZ. REINF. 5PEG5 <br />ME <br />Uall <br />I'-0° <br />seal: DEC ,JWP, . <br />.,%v I,� <br />% <br />NO 77 <br />82 <br />® STATE OF <br />IleT�.®A\ <br />Copyrri� RMVLP' r <br />�a <br />Z <br />JW <br />w <br />ROOF TRU55E5 <br />w <br />z <br />N <br />o <br />-SEE PLAN <br />z <br />w <br />2 <br />w <br />= <br />Zcc <br />Q� <br />UPLIFT CONNECTOR <br />o=c <br />G E <br />-PER SCHEDULE <br />W � <br />5 <br />m E <br />VERT WALL REINF. <br />Q <br />J Z <br />>� <br />W <br />TO EXTEND INTO <br />BOND BEAM <br />= p <br />c <br />CO <br />c <br />y <br />m � <br />w <br />CD�, <br />oc <br />M cz <br />W project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 12-1 6-20 <br />NOTES: <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF REVISIONS: <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %(,"x4" TAPGONS 6" date: <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THIS CASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUGKEP OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED @ 12" O.G. <br />EA. 5UGGE551VE BUGK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENIN(5) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOIWOOR MANUFAGTURER'S 5PEG5. <br />MANUFACTURER <br />WINDONVOOR BUGK DETAIL <br />H SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />I NSTRUGTI ONS. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXIST'G <br />IN GROUTED CELL <br />SLAB, EPDXY $ DRIVE I <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLIGE I <br />- I <br />a <br />a. <br />°, <br />II' <br />`I 1�1=1�1 1�1=III=1 <br />GRADE <br />I —III —III —I 1=1 <br />=1 11=1 II —III —I <br />—111=III—III <br />III=1=11 ° < <br />III--111- <br />III=1I1- <br />M 155ED DOWEL RETR01 IT DETAIL <br />SCALE: NTS <br />SIM. ® GMU STEM FOR PROMMM &RAVE <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />51MP50N C520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN IA <br />REAR W000 LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ,ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE ,AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />(n <br />J <br />d <br />J <br />H <br />w <br />W <br />Q <br />0 <br />d <br />H <br />w <br />U <br />� <br />�= <br />J <br />d <br />sheet: <br />nitial: <br />< <br />Q <br />0 <br />J <br />LL <br />W <br />0 <br />z <br />vl <br />W <br />D <br />r< <br />V <br />O <br />J J <br />SDW2 <br />I I I'll .111 11t 13 1 I:I1141ATI V A IIVI"4111 II,,III III. I'II:I1: -11111: 11 1 1 1 1 1 111 1 --F ---- T--- r- I- 7 1F_-_-� -- <br />