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Q <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />w <br />_< <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SEE UPLIFT CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM - <br />IN (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5E-2 PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />SCALE: S/4"=1'-O° <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />20 SECTION <br />SCALE: 3/4"=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <br />PER PLAN -� <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x6x12" OR CL OF OPENIN6 <br />2X8XI2 P.T. <br />CENTER BUCK <br />n <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />— 2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFAGTURER <br />—PROVIDE (5) 3/8" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE I Y2"A(," <br />THICK WA5HER W/ EAGH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) <br />�5TART BOLTS AFTER <br />6ARA6E CURB 0" MAX.) <br />6ARA6E DOOR BUCK DETAIL <br />K SCALE: NTS <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />8 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 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 %"xO.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />2x6 FA5GIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />3 SEeTIoN <br />SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELO. <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />T"(F I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />-� BOND -BEAM <br />_,__--GONTIN. PRECAST HEADER—�� <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />,IN ROOF 5HEATHIN6 <br />IN ROOF TRU555 <br />CAST-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />DOUBLE WINDOW <br />MA50NR1' PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />GONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO 2x FASCIA <br />TYPICAL RETROFIT DETAIL P. -SEE ARCH <br />4 <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING w/ 2 Y2"x0.131" 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 />6 HORZ. REINF. 5PEG5 <br />RE�71OFIT PETAIL <br />5GA4"=1'-0" <br />SECTION <br />SCALE: 3/4"=1'-0" <br />ALL LAPS IN MASONRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />T1'P. CORNER VERT. WALL <br />RE I NPORG I NG DETAIL <br />SCALE: NTS <br />ROOF TRUSSES <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />G. p_ d <br />m <br />seal: <br />No 77824 <br />?), <br />%mm <br />s STATE OF <br />2 %"xO.113" RIN6 SHANK <br />NAILS @ 6" O.G. <br />---- <br />© copyright . VLHMWN WP <br />Structural Engineering, Inc. <br />z <br />J� <br />w <br />w <br />z CJ <br />z Q <br />2x4 FLAT BLOGKIN6 @ 16" o.c. wQ <br />FASTENED TO BOND BM. <br />ROOF TRUSSES w/Y4" DIA. x 3Y4" TAPGON = QE Ej <br />o <br />-SEE PLAN <br />F- ♦ c4 <br />(2)3 Y2"xO.131" v �Q' <br />CC c F^S` P 1� W <br />UJI <br />(2)3 Y2"x0.131 " y = j <br />O° E <br />Q ? <br />8" GMU BOND BEAM w/ w- -Co 00 <br />(1) #5 BARS GONT. Z <br />I= y <br />VERT WALL REINF. TO <br />8 REINF. GMU WALL y m Lin <br />EXTEND INTO BOND BEAM <br />-SEE PLAN FOR VERT. LU C5 n <br />8 HORZ. REINF. SPECS <br />&EEY79 <br />IO/4"=1'-0" <br />1 <br />VF <br />MW project number <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by: D R <br />NOTES: issue date: 10-04-21 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3%6"x4" TAPGON5 6" REVISIONS: <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. date: initial: <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 03/11/22 DJR <br />STRUCTURAL GONNEGTION OF WINOOW/OOOR TO STRUCTURE BY OTHERS IN FIRENCM DOOR REVISION <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) M <br />-- ROW5 OF 2 y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER a' <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTUR.ER 5 SPECS. i <br />MANUFACTURER ►� <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). SEE TYP. FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE <br />STRUCTURAL PLANS FOR INSTRUCTIONS. <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE FUTURE 8" GMU <br />BLOCK 1 #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />DRILL 6" INTO EXI5T'6 D_ IN GROUTED CELL <br />51MP50N M5TMI6 TW15T STRAP. SLAB, EPDXY $ DRIVE I I <br />FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. I - <br />Y4" LON6 TITEN 5GREW5 30" LAP SPLICE I I I <br />PROVIDE M015TURE BARRIER cw I I z <br />PLATE (PER TRUSS MANUF) @ <br />EAGH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO I I I IT I I I I —I I —I <br />ROOF TRUSSES @ EVERY OTHER BAY GRADE u I I I —I I I —I I I —I � I -I I (- <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG I I —I —I I —II I I —I I I —I I —I I= <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF - -III—III—III=I I l e d I —III I I —I I- <br />TRU55E5 w/ (2) 3 Y4"x0.131 " NAILS @ EA. END. I I=III III- <br />1111111111111- <br />M 155ED DONEL RETROP I T DETAIL <br />WALE: NT5 SIM. ® GMU STEM FOR DROPPED GRADE <br />4x6 P.T. <br />P05T <br />PROVIDE (I) <br />5IMP50N L5TAIS <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />7101F. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />Q <br />a <br />J <br />1,., <br />W <br />w <br />z <br />� <br />Q <br />a <br />� <br />O <br />�n <br />a <br />J <br />z <br />U <br />o=c <br />jC) <br />0 z <br />sheet: <br />SDW2 <br />