Laserfiche WebLink
P <br />a <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR 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 />FASTEN ROOF SHEATHING <br />TO FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />j <br />LU <br />2x6 FA5GI <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />r <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131' <br />8" GMU BONE <br />(1) #5 BAR5 <br />8" REINF. GN <br />-5EE PLAN F <br />d HORZ. REINF. 5PEG5 <br />I SECTION <br />SCALE: S/4"=1'-0" <br />3/W'xO.113" RING SHANK <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 />HIP 63. <br />2x4 FLAT BLOGKIN6 ® 16- o.c. <br />FA5TENED TO BOND BM. <br />w/Y4" DIA. x %" TAPGON <br />ROOF TRU55E5 <br />(2)3 Y2'x0.131 " -5EE PLAN - <br />2x4 ® 16"o.c. FA5TENED <br />TO GABLE END TRU55 w/ <br />FASTEN 5HEATHIN6 TO 2x4- <br />x4 <br />2x4 BLOGKI% w/ <br />(2)3"x0.131" TOENAILS. <br />BLOCKIN6 w/ 2 % xO.113" <br />(3)3 y4"x0.131" <br />RING SHANK NAILS ®4"O.G. <br />TOENAILS EACH END <br />MAX <br />2'-O" MIN <br />xx, (x <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REOURIED <br />I ROOF 5HT6 ; i <br />(4) 3Y4"x0.131" <br />BY TRU55 MANUF. <br />SHALL BE <br />NAILS <br />2x8 P.T. PLATE FASTENED <br />GONT. 24" MIN <br />TO BOND BM. w/Y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLT5 ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2 Y2"xO.131" NAIL5 <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w/ <br />YW DIA. 4/2" LON6 505 <br />SCREWS ®I6" o.c. <br />PROVIDE M015TURE <br />2x4 BRACE w/2x4 T-BRACE, <br />SPACED ®4'-O" O.G. MAX. <br />PROVIDE 2x4 BLOCKING ®4� <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />O.G. IN FIRST (3) BAY5 OF <br />WOOD MEMBER5 ON GMU <br />NAIL5 ® 12 O.G. <br />ROOF TRU55E5-GUT TO FIT <br />(PER TRU55 MANUF.) <br />(NOT REQ'D AT TRU55 HE16HT5 <br />TI6HT BETWEEN TRU55 BOTTOI <br />CHORDS AND NOTCH AROUND <br />8" GMU BOND BEAM w/ <br />4'-1" OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8 REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAIL5 ® 6" O.G. <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />a HORZ. REINF. 5PEG5 <br />SECTION <br />2 SCALE: 3/4'=1'-O" <br />C AGTCII n��C 5HT6. TO HIP <br />.113" RING <br />o 6" O.G. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JACK TRU55E5 <br />I FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8 GMU BOND BEAM w/--/ %AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PA(KA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VQ VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />(Dk:CTION 4 HORZ. REINF. 5PEG5 <br />: g/4"=1'-�• q SECTION <br />SCALE: 3/4"=1'-O' <br />BOND -BEAM - <br />GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-CRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QIA <br />SONRY PIER E: NT5 TRIPLE WINDow SIM. <br />TYP I GAL OYERi=RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 50LI0SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOGATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TPU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 VX0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA5ONRY W/ (1) ROW OF Wb"x4" TAPGON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUCTURE BY OTHER5 IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, U5E (5) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 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 REOUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK PV (2) <br />ROW5 OF 2 Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />MANUFACTURER <br />WI NVONVOOR BUCK DETAIL <br />SCALE: HTS <br />SECTION <br />3 SCALE: s/4"=1'-O` <br />ALL LAP5 IN MA50NRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. HALL <br />RE I NPORG I NG DETAIL <br />SCALE: NTS <br />2xbxl2" OR <br />2XSXI2 "P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 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 />w <br />4 <br />PROVIDE 50LID 5HIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA561A <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAIL5 ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING w/ 2 Y2x0.131" NAIL5 <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 />d HORZ. REINF. 5PEG5 <br />VA5TS-/ <br />4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />d <br />} <br />- PREGA5T LINTEL, 5EE PLAN <br />FOR 5PEGIFIGATION <br />- VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOK5 AND 5PLI6E5 TO BE GON5TRUGTED AND 51ZED PER NOTE5 <br />QLREINFORGING DETAIL <br />NrS <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). 5EE TYP FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENING DOWEL, BLOW OR BRU5H GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />3/e" DIA. ANCHOR DRILL 6" INTO EX15T'6 ( I IN GROUTED CELL <br />5LAB, EPDXY d DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE 1 I I O <br />I z <br />2X6 OR 2X8 P.T. BUCK I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/4. <br />- <br />DOOR MANUFACTURER (33 1z <br />. I " : • III-III-III=III-1 <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" 6RADE _ „ ba(- <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE of DOOR. PROVIDE I Y2'x3i(b" o =1 11-I 11-I 11-I 11 < s I-1 I 1-1 I I -I 11- <br />111E111-1l I M 111-1 I IEl 11- <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT --' ' 111E111-111 a 1-11I-111- <br />5PAGED APPROXIMATELY 24" O.G) - <br />5TART BOLTS AFTER <br />6ARA6E CURB 0" MAX) <br />GARAGE DOOR BUCK DETA I L <br />K ScaLE: NT5 <br />MISSED VOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. a CA STEM POR DROPPED GRADE <br />TRU55E5 <br />PLAN <br />T GONNEGTOR <br />5GHEDULE <br />WALL REINF. <br />{TEND INTO <br />' BEAM <br />4x6 P.T. <br />P05T <br />PROVIDE (i) <br />51MP50N L5TAI8 <br />5TRAP ON EAGH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR WOOV LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 5/4'=1'-0' <br />seal:624 <br />p <br />CL <br />:W <br />OF LL <br />�•. P't Off_ :j? <br />< co ' �'2021 <br />O PYn9 <br />structura ngineering, Inc. <br />o. CD <br />z <br />J- <br />w <br />cm <br />Z <br />i Z <br />w CL. <br />J <br />rt <br />Z� Qg <br />v a <br />=3 rn� <br />C= c <br />UJ <br />O° E <br />Sa Q. <br />Jz <br />W op <br />p o <br />Ccm` <br />W N <br />� � n <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 10-22 2-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMC <br />5EE DETAIL I ON <br />STRUCTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TW15T STRAP. <br />LO <br />FA5TEN STRAP TO GMU w/ (4)Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) ® <br />I...., <br />W <br />EACH TRU55. <br />T _ 7 <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />0 <br />FASTENED TO GMU w/ (3) y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FA5TEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Ya"xO.131 " NAIL5 ® EA. END. <br />;D <br />P t w <br />SCALE: 3/4"=1'-O" V <br />CL <br />,a <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 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 PLAN5. ("GUT") ON THE PLANS. <br />sheet: <br />'d <br />Q <br />0 <br />J <br />LL <br />U) <br />Z <br />rrQ.. <br />VJ <br />'Q <br />r'Q <br />V <br />i� <br />o LQ <br />i~ x <br />0 ? <br />J J <br />SDW2 <br />