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FASTEN ROOF 5HEATHING <br />TO FASCIA WITH 2 3/8"x0.113" <br />RING SHANK NAILS <br />® b" O.G. <br />LU <br />in <br />2xb FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />5Ef�UPLIFT CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8' GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />5ECTION <br />SCALE: 9/4'=1'-0' <br />TRU55 OVERFRAMING <br />PER PLAN <br />20 SECT3ION <br />SCALE: /4'=1'-0' <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />PER PLAN <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU65 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2xbx12" OR CL OF OPENING <br />2X8XI2 P.T. <br />n GENTER BUCK <br />II � <br />• <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <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 SIDE OF DOOR. PROVIDE IY2"x%' <br />THICK WA5HER 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 />6ARA6E CURB (8" MAX) <br />&LA <br />�t6EDOOR BUCK DETA I L <br />PROVIDE 50LID SHIM 6ETW'N TRU55 <br />4 GONNECTOR 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 5HEATHING TO <br />FASCIA WITH 2 3/e"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FA5GIA <br />-SEE ARGH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEGS <br />fU <br />TION3 3/4'=1'-0' <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELOI <br />WITH (1) SIMPSON VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OVERFRAM I N6 <br />CONNECTION DETAIL <br />SCALE: 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 GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EGUIV. <br />DOUBLE WINDOW <br />@=LA���NRY PI ER DETA IL <br />TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />8 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRUSS 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-5EE ARCH <br />FASTEN EXTERIOR SHEATHING TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAILS ® 6" O.G. I Lj <br />OF TRUSSES <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. -5EE PLAN <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING W 2Y"xO.131" NAILS <br />® 3"O.G. <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />811 GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />VERT WALL REINF. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />TO EXTEND INTO <br />BOND BEAM <br />d HORZ. REINF. 5PEG5 <br />RETROFIT DETAIL <br />P SCALE: 3/4'=1'-0' <br />SECTION <br />5GALE: S/4'=1'-0' <br />ALL LAPS IN MASONRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED GELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />5IMP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOGKING TO ROOF <br />TRUSSES W (2) 3 N'x0.131" NAILS ® EA. END. <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BONE <br />(1) #5 BARS C <br />8" REINF. GM <br />-SEE PLAN F <br />4 HORZ. REINr. 5rtc,5 <br />BY WINDOW/DOOR <br />MANUFACTURER <br />i SHANK <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 31'4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />5GAl.E: S/4'=1'-0' <br />NOTES: <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W6"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 FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK 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 />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />�1 WINDOW/POOR BUCK DETAIL <br />n 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 />DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. <br />INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION <br />HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EX15T'6 <br />11;�1 <br />IN GROUTED CELL <br />SLAB, EPDXY DRIVE I <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLICE I <br />I I <br />m0 <br />ry <br />I <br />I <br />z <br />p <br />9 <br />G., <br />_ <br />_ <br />A' <br />° <br />.. <br />— III —I <br />° ' III —I I III <br />6RADE <br />— <br />I I —III —III —III —I <br />-III—III—I I —I I <br />°. <br />I —I I —I I —I 1—i <br />1—I I: <br />—III—III—III <br />III —III —III <br />1I- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. • CH) STEM FOR DROPPED GRADE <br />P.T. <br />P0 <br />PO5T <br />PROVIDE (1) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FAGE <br />OF POST, 9" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 5/4'4-0' <br />LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal <br />° <br />�* <br />a <br />oo •'• <br />OF :LIU <br />Q ? <br />S/0NA <br />.�`'�.. <br />,,1111111Nov Z Z z <br />© copyright : MULHERN & KULP <br />structural Engineering, Inc. <br />CD <br />Z <br />J= <br />w <br />w <br />Z <br />N <br />g <br />Z <br />9 <br />w <br />J <br />ca.. <br />L <br />� <br />Q <br />a� <br />.O <br />a E <br />H <br />c.3 <br />Rt -c <br />tr <br />W� <br />W <br />�Q) <br />5 a <br />J <br />a <br />m E <br />Q. <br />MjH <br />z <br />W <br />C <br />� <br />Com <br />W <br />N <br />C <br />65 n <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 1 <br />1-1 8-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />4 <br />O <br />J <br />LL <br />W <br />ui <br />O <br />z <br />a <br />CL <br />O <br />� <br />D <br />C� <br />~ z <br />J <br />J <br />SD2 <br />