Laserfiche WebLink
J <br />FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />6" O.G. <br />LU <br />w Q <br />►n <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />�J 8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />5EE UPLIFT GONNEGTOR — <br />5GHEDULE ON PLAN5 FOR. <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />SECTION <br />20 SCALE: 3/4°=1'-0" <br />PROVIDE 50LID 5HIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOGATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRU55E5 <br />PER PLAN —� <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x6xI2" OR CL OF OPENING <br />2X8XI2 "P.T. <br />fy CENTER BUCK <br />� • it <br />3/8" DIA. ANCHOR <br />2X4 P.T. TOP BUCK--/ <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/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"Ac," <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. GURB RE5T EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />6ARA6E CURB W' MAX.) <br />G �t6E DOOR BUCK DETA I L <br />PROVIDE 5OLID 5HIM BETW'N TRU55 <br />i CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM GONNEGTOR. <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 />FA5GIA WITH 2 %"x0.113" <br />RING SHANK NAIL5 ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATION5 <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM <br />- 5EE PLAN FOR 5PEGIFIGATION5 <br />GONNEGT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL W 24" LEC75 <br />;'� USECTION <br />SCALE: 3/4"=1'-0" <br />VALLEY 5ET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO. <br />WITH (1) SIMP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />T`1'P I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.5. <br />BOND -BEAM - <br />_,_-GONTIN. PREGA5T 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 />QLA�.�NIRY D <br />PIER 1T�r I TRIPLE WINDOW SIM. <br />PROVIDE SOLID 5HIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOGATED <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 />2x FA5GIA <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FA5TEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAE's <br />FASTEN EXTERIOR 5HEATHIN6 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 />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />P RETRO� I T DETA I L <br />SCALE: -0 <br />° <br />SECTION <br />SCALE: 3/4'=1'-0" <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT GORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. HALL <br />RE I NPORC I NG DETAIL <br />SCALE: NTS <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />51MP50N M5TMI6 TWIST 5TRAP. <br />FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 @ EA. END. <br />:TRU55E5 <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF <br />(TEND INTO <br />BEAM <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BONE <br />(1) #5 BARS C <br />8" REINF. GM <br />-5EE PLAN F <br />4 HORZ. REINr. 5rtc,5 <br />9/s"xO.113" RING SHANK <br />2x4 FLAT BLOGKIN6 @ 16" o.c. <br />FA5TENED TO BOND BM. <br />W )14" PIA. x 30/4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />(DIF <br />ION3/4"=1'-0" <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTE5: <br />I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FAGE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"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 FA5TENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED @ 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFAGTURER AND PLAN REQUIREMENT5 (FA5TENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 y2"xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />WINDOW/DOOR BUCK DETAIL <br />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 %" DIA. HOLE FOR <br />5EE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'6 I <br />SLAB, EPDXY 4 DRIVE I < <br />#5 DOWEL, PROVIDE MIN. I - <br />50" LAP 5PLIGE I I 1 O <br />I I � <br />= I I <br />4. <br />GRADE u . <br />-III—II-1I—II A 4. QIII�-1=I II--�I=I 11-=11 11 1I II — <br />1II--1I I Ilk-- III: <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />#5 VERT. BAR TO BE <br />51MP50N L5TAI8 <br />LOCATED PER PLAN <br />5TRAP ON EACH <br />IN GROUTED CELL <br />EXTERIOR FACE <br />OF P05T, 9" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />REAR WORD LANAI <br />TYP. BEAM TO POST CONK. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYPI GILL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RFD <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALL"( INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />dh U <br />e <br />e <br />24 e <br />to <br />c® * .•W� <br />ov <br />1, 9q44 <br />c pyr'gh//R141�QR P J 2oLi <br />Structural Engineering, Inc. <br />oCD <br />M <br />z <br />J= <br />W <br />w <br />z_ c <br />c� Q? <br />z <br />w a <br />L <br />Q a' <br />Z= <br />U ..* Q <br />C <br />do <br />Wn <br />V1 .5 j <br />00 E <br />x Q Q A <br />Jzco F3 <br />LU <br />I ca Y <br />a cccc�� <br />co, m` �h <br />Y.1 p N <br />C: M a <br />IV <br />Ir I <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: D R <br />issue date: 10-2 2-2 `I <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />sheet: <br />d <br />0 <br />O <br />J <br />LL <br />1.I� <br />in <br />0 <br />Z <br />0. <br />(n <br />d <br />O <br />U <br />N 'Q <br />LO Y <br />F- <br />Q <br />J� J <br />SD-2 <br />