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FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 3/b"x0.113" <br />RING SHANK NAILS <br />6" O.G. <br />w <br />=< <br />Ln <br />2x6 FA5GIA <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. 5PEG5 <br />SEE UPLIFT GONNEGTOR - <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR <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. 5PEG5 <br />SECTION <br />I SCALE: 3/4"=1'-0" <br />TRUSS OVERFRAMIN6 <br />PER PLAN —� <br />SECTION <br />20 SCALE: 3/4"=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I IVY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <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 />2x6x12" OR CL OF OPENING <br />2X8XI2"P.T. <br />CENTER BUGK <br />no <br />3/6" DIA. ANCHOR <br />2X4 P.T. TOP BUGK <br />2X6 OR 2X8 P.T. BUGK <br />EACH 51DE OF OPENING <br />-VERIFY GONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/a" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE I Y2"XW6" <br />THICK WASHER W/ EAGH ANCHOR 05T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB 0" MAX.) <br />G R GE >700R BUGK 17ETAIL <br />K SCALE: NIT5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OYERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM <br />i__—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 />POOLE WINVON <br />QIA���NRI PIER 17ET>� I TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2° <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKING 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 />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />p RETRO�ITT 7ET,� ILSCALE: 3/4"= <br />A�_ <br />ALL LAPS IN MA50NRY 25" <br />-RUNNING BARS <br />#5 BENT GORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. AALL <br />RE I NPORC I NG DETAIL <br />SCALE: NITS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />SIMPSON M5TMI6 TWI5T STRAP. <br />FASTEN STRAP 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 BLOGKIN6 FIT TIGHT 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 />TRUSSES w/ (2) 3 Y4"x0.131 " NAILS @ EA. END. <br />1F TRUSSES <br />PLAN <br />FT CONNECTOR <br />56HEOULE <br />T WALL REINF <br />:XTEND INTO <br />D BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1 � <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />2 %"x0.113" RING SHANK <br />2x4 FLAT BLOGKING ® 169" O.C. <br />FASTENED TO BOND BM. <br />w/Y4" PIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />&V!IK7�911R-0" <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb"x4" TAPGON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. SUCCESSIVE BUGK. <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 BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROW5 OF 24'2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />WI N170W/fl00R BUGK DETAIL <br />SCALE: NITS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). <br />2. PROVIDE 9/4" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUCTIONS. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXIST'6 <br />IN GROUTED CELL <br />SLAB, EPDXY � DRIVE I <br />I <br />#5 DOWEL, PROVIDE MIN. <br />= <br />50" LAP 5PLIGE I <br />I <br />m0 <br />— <br />I <br />I <br />17 <br />4.. <br />6RADE ° III —III —III —I <br />I —III —I 1=1 1= <br />' -III=1I1=1I1=III '°` II—III=III—III—' <br />' =1 � I —I � I=1 � I—► I I< a a i—ITI—I � I —I � 1- <br />�—ICI—ICI—ICI ICI—ICI-1�1- <br />MISSED VONEL RETROP I T DETAIL <br />SCALE: NTS SIM, ® GMU STEM FOR DROPPED GRADE <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR W001; LANAI <br />TYP. BEAM TO POST 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 SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: ®,t1 i l l � dJafNIP <br />OF <br />AIT <br />40 <br />�..~ <br />/4ldq'drF1fP0&&1�g, Inc. <br />CM <br />Z <br />JC= <br />w <br />w <br />Z_ <br />o <br />Z <br />w a <br />J L <br />Z= <br />c <br />I— o a� <br />cn .5 <br />O° E <br />=a Q. <br />J'_ �, o <br />Z o <br />J= .Y 4 <br />CD <br />y o mU� <br />W O N <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: `j 2- `j ,L -2 `j <br />REVISIONS: <br />date: initial: <br />05/11/22 DJR <br />MIRRORED ORIENTATION fWSION <br />4 <br />(J� <br />O <br />LL <br />� <br />nW <br />O <br />z <br />a <br />m <br />z <br />1-' <br />0 <br />U <br />a" <br />d <br />a <br />M <br />x <br />� <br />Ca <br />J J <br />sheet: <br />SD-2 <br />ILI <br />