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— BOND -SEAM <br />f—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 />M�BONRY PIER I�ET4 I L <br />L SCALE: NT5 TRIPI.ir WINDOW SIM. <br />)ITDETAIL <br />-0" <br />5EE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W/ <br />51MP50N M5TMI6 TW15T 5TRAP. <br />FASTEN STRAP TO GMU Wl (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M0151URE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 W/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />NOTES: <br />51MP50N <br />I. UTILIZE 2-PART EPDXY OR <br />A35 CLIP <br />A <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />EA. STRINGER <br />2, PROVIDE %'" DIA. HOLE FOR <br />5EE TYP. FOUNDATION <br />DOWEL, BLOW OR BRU5H GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. IN5TALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERY. BAR TO BE <br />2x OR I" OSB <br />DRILL 6" INTO EX15T'6 <br />LOCATED PER PLAN <br />DECKING <br />(TYP-) <br />I <br />Q <br />IN GROUTED CELL <br />5LAB, EPDXY d DRIVE I <br />#5 DOWEL, PROVIDE MIN. I <br />(3) SINGLE PLY 2x12 <br />30 LAP 5PLIGE I I I <br />m <br />5OUTHERN PINE #2 <br />z <br />SYRINGE 5W <br />° <br />�. I..�. <br />e'�e <br />1—I MIII 1-1 <br />(1) 51MP5ON A35 GLIP <br />GRADE <br />I I —III —III —III —I �' <br />® EA. 5TRIN6ER <br />=1 :° 11=1 11=1 I M I I <br />-III-111—I 11-11 I a <br />I <br />—III —III —III- <br />2x6 P.T. BOTTOM PLATE <br />III=I I=III a °.. <br />III —III —III- <br />FA5TENED TO GONGRETE <br />_ I I I —III —III a <br />I <br />—III —III- <br />W/ (3) 3,f6° DIA. x 3 Y2" <br />=111=I I 1 <br />1 1—I I- <br />LONG TAPGON5 <br />M I SBED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. s GMU STEM "DROPPED GRADE <br />IT�l <br />REGT10NI ia"=I'-0" <br />FLOOR TRU55E5 <br />(5EE PLAN) <br />FLOOR 63. <br />- PROVIDE VERTICALS <br />OR SOLID BLOGKIN6 <br />EA. 5TRIN6ER LOCATION <br />FA5TEN EVERY OTHER <br />TRU55 (W/ WEB BLOCKING <br />A5 REQ'D) TO 2x BLOCKING <br />W/ (1) 51MP50N A35 CLIP — <br />flET�IL <br />@�%VIITW71_10T <br />5EE DETAIL 31 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />PROVIDE 50LID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FA5TENIN6 <br />FULL DEPTH BLOCKING <br />(Va" 056 (MIN.), 1%'" LVL OR TRU55 <br />FLOOR TRU55E5 BLOGKIN6 PER MANUF) ® 48" <br />-PER PLAN O.G. FA5TENED TO 2x BLOGKING <br />W/ (1) 51MP50N A35 CLIP--, <br />FASTEN EVERY OTHER TRU55 TO GMU <br />W/ 51MP50N MT5MI6 TW15T STRAP. <br />FASTEN 5TRAP TO GMU W/ (4)Y4" DIA. <br />x 2 Y4" LONG TITEN 5GRE115 <br />2x6 FLAT BLOCKING (BETWEEN TRU55E5 <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />GMU W/ (3)YW DIA. x 3Y2" LONG <br />TAPGON5 ® EA BAY. FA5TEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOGKIN6 W/ <br />%"xO.131" NAILS ® 3" o.c. <br />5EE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT 5HOWN HERE <br />FLOOR TRU55E5 <br />-PER PLAN <br />FASTEN BLOCKING TO GMU W/ 51MP50N <br />MT5MI6 TWI5T STRAP. FASTEN STRAP <br />TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG <br />TITEN 5GREW5 <br />2x6 FLAT BLOGKIN6 TO EA. 51DE OF <br />05B BLOCKING (16" MIN. LENGTH) <br />FA5TENED DOWN TO GMU W/ (3) Y4" DIA. x <br />3 YY LONG TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" <br />Al TOENAIL5 ® 3" o.c. <br />&:ET <br />IDETAIL <br />-0" <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />Ti <br />s w � <br />OR <br />© Copyright: M Q�eigkL ; `%0% <br />structural IIIA��nc. <br />=z <br />Z <br />JLU <br />w <br />W <br />Z <br />c <br />c� <br />Z <br />Q? <br />W <br />J <br />Ga.. <br />Q <br />oc <br />Z= <br />f— <br />.0 <br />U <br />A <br />'r 4 <br />ac <br />=� <br />a <br />m � <br />Q. <br />0 <br />W <br />p <br />o <br />y <br />W <br />m Lh <br />C N <br />W <br />Ca <br />7 <br />M&K project number: <br />068.200 1 1 <br />project mgr: NJ M <br />drawn by: JAI <br />issue date: 04-07-220 <br />REVISIONS: <br />date: initial: <br />04/24/20 JAI <br />�M <br />r.1 <br />114 <br />LO o <br />LL <br />� W � <br />W p z <br />C] O x <br />J � U) <br />Ln <br />U � a <br />� W �0 Y <br />n LIJ J J <br />sheet: <br />SD1m3 <br />