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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w <br />z< <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 />8 HORZ. REINF. 5PEG5 <br />SEE UPLIFT CONNECTOR — <br />5GHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />It <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />i GONNEGTOR SPECIFICATIONS <br />I SECTION <br />TRU55 OVERFRAMIN6 <br />PER PLAN —� <br />94E_7311% <br />PROVIDE M015TURE 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 />2xbxl2" OR CL OF OPENINS <br />2X8XI2 P.T. <br />CENTER BUCK <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %," DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE I Y2"x3,f6" <br />THIGK WA5HER W/ EACH ANCHOR (I5T BOLT <br />TO BE 8" MAX ABV. GURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />K <br />GARAGE DOOR BUCK DETAIL <br />SCALE: NT5 <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 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />rL <br />FA5GIA WITH 2 3/b"x0.113" FASTEN EXTERIOR 5HEATHIN6 TO 2x4 —� <br />RING SHANK NAILS ® 6" O.G. BLOGKIN6 IN EA. TRUSS BAY w/ 2 Y2"x0.131" <br />SEE UPLIFT CONNECTOR NAILS ® 6" O.G. — <br />SCHEDULE ON PLANS FOR _ <br />• CONNECTOR SPECIFICATIONS FASTEN EA. 2x4 BLOGKING IN EA. <br />2x6 FASCIA TRU55 BAY TO BOND BM. w/(4) <br />-SEE ARCH HILTI 0NI12P8 PAF'a <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 5PEGIFIGATION5. FASTEN EXTERIOR 5HEATHIN6 TO — <br />2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS <br />® 3"O.G. — <br />CONNECT EACH END OF <br />8" GMU BOND BEAM w/ <br />MA50NRY LINTEL TO TOP OF <br />(1) #5 BARS GONT. <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />SECTION <br />VALLEY SET <br />OVERFRAM I N6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BEL01 <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />MAIN ROOF TRU555 <br />TYP I GAL OVERFRAM I NCG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />�— BOND -BEAM — <br />f—GONTIN. PRECAST HEADER —�� <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />EA <br />DOUBLE WINDOW <br />MA50NRY PIER DETAIL <br />L SCALE: NTS TRIPLE WINDOW SIM. <br />�17R01=1T DETAIL 3/4"=1'-0" <br />SECTION <br />ALL LAPS IN MASONRY 25" <br />-RUNNING BARS <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I NPORC I NG 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 />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES W (2) 3 Y4"xO.131" NAILS ® EA. END. <br />ROOF TRUSSES <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1� <br />8" GMU BOND BEAM wv <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />BY WINDOW/DOOR <br />MANUFACTURER <br />2 3/WxO.113" RING SHANK <br />2x4 FLAT BLOGKIN6 ® 16' o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3y4" TAPGON <br />(2)3 Y2"x0.131 " <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: 3/4'=1'-0" <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 %"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 />5TRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THIS CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUCKS 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 />ROW5 OF 2 Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />W I NDOW/DOOR BUCK DETAIL <br />SCALE: NTS <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. SIMPSON ET EPDXY). <br />2. PROVIDE 3/4" 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 EXI5T'6 <br />Q <br />IN GROUTED CELL <br />SLAB, EPDXY DRIVE <br />I <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE <br />I <br />0 <br />z <br />— <br />I <br />f <br />1z <br />a <br />6RADE <br />I=1 I —III —III —I I. <br />-11=11=III=1 <br />° a,d <br />—III—I � I —III <br />III=1-1 a a=1=1 <br />'i—ICI I�1 1-1 T <br />III —III —I � 1- <br />1- <br />1 11=1 � 1- <br />, - <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. • GMU STEM POR DROPPED 6RADE <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, a" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I C AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal �0\01111/11/ <br />.;� 6, /fees <br />No 77824 , <br />a •'. STATE OF <br />%I41U .Z <br />© copyright : MULHERN & KULP.. <br />structural Engineering, Inc. <br />a z <br />z_ <br />w <br />w <br />Z <br />c <br />c0 <br />M <br />Z <br />w <br />J <br />a <br />2 <br />Q <br />Z= <br />QQ <br />U <br />4 <br />UJ <br />=—, <br />m E <br />Q <br />Z <br />> 1 <br />o <br />W <br />� <br />V <br />y 00��i <br />Y <br />o <br />CA <br />W <br />M <br />c N <br />C. <br />M G. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: 0 5-2 8-2 `I <br />REVISIONS: <br />date: initial: <br />sheet: <br />< <br />0 <br />J <br />LL <br />J <br />W <br />� <br />(D <br />z <br />0 <br />IL <br />z <br />d <br />U <br />a <br />N to <br />� Z <br />C] <br />� J <br />SDN2 <br />