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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />LU <br />�< <br />2xb FASCLn <br />IA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU HALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" CMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETN'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />i CONNECTOR 5PEGIFIGATION5 <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />` PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />3/R"xO.113" RIN6 SHANK <br />HIP G.T. <br />2x4 FLAT BLOGKIN6 ® I6" o.c. <br />FASTENED TO BOND BM. <br />W Y4" DIA. x 3Y4" TAPGON <br />ROOF TRUSSES <br />(2)3 YZ"x0.131„ -SEE PLAN — <br />2x4 ® 16"o.c. FASTENED - <br />TO 6ABLE END TRU55 w/ <br />(2)3NO.131" TOENAILS. <br />6ABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. H/YY DIA. <br />ANCHOR BOLT5 ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2 Y2NO.131" NAILS <br />® b"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4" DIA. x%" LONG 5D5 <br />5GREN5 ® 16" o.c. <br />PROVIDE M015TURE <br />BARRIER PLATE BELOW <br />HOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU NALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 W 2 %NO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BL06KIN6 w/ <br />(3)3 Y4'x0.131" <br />TOENAILS EACH END <br />(4) 3 ANO.131" <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKIN6 ® 4e <br />SPACED ®4'-O" O.G. MAX. <br />O.G. IN FIRST (5) BAY5 OF <br />FASTEN 2x4 TO 'T' w/ 3Y4"xO.131° <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ®12" O.G. <br />T16HT BETWEEN TRU55 BOTTOI <br />(NOT REQ'D AT TRUSS HE16HT5 <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOGKIN6 W 5GREN5 <br />EXTEND INTO BOND BEAM <br />/NAILS ®6" O.G. <br />SECTION <br />2 SCALE: 3/4"=1'-0' <br />5HT6. TO HIP <br />.113" RIN6 <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT GONNEGTOR <br />-SEE PLAN <br />- HIP JACK TRU55E5 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6XTH (1) 51MP50N VTGR <br />TO TOP OF NALL w/ 51MP50N ® 24" O.G. <br />8 CMU BOND BEAM w/� H6AMIOKTA CLIP ®48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGLV IN PAGKAC <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT NALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION 4 HORZ. REINF. 5PEG5 <br />� �,�:5�4"=I'-0" q SECTION <br />SCALE: 3/4"=1'-0" <br />BOND -BEAM <br />_,__—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L MASONRY F I ER DETA I L <br />SCALE: NT5 TRIPLE WINDOW SIM. <br />BY HINDON/DOOR <br />MANUFACTURER <br />TYF I CALL OVERFRAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETN'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FA5GIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM -SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: S/4'=1'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNIN6 BAR <br />MAIN ROOF 5HEATHIN6 <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />MAIN ROOF TRU555 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOH/DOOR, FASTEN BUCK TO MA50NRY W/ (1) RON OF WbN4" TAPGON5 b" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I YT MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF HINDOH/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 5 JCGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) <br />ROH5 OF 242"xO.I31" NAILS ® 16' O.G. FASTEN HINDOW/DOOR TO 2X PER <br />NINDON/DOOR MANUFAGTURER'5 5PEG5. <br />UHWALI: <br />DONDOOR BUCK DETAIL <br />NTS <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NTS <br />2xbxl2" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />w <br />d <br />} <br />I <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARGH <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 />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 W 2 Y2"xO.131" NAILS <br />8" GMU BOND BEAM W <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />G SCALE: S/4"=1'-0" <br />— (1) #5 IN <br />BOND BEAM <br />TK d - - - <br />LU <br />PRECAST LINTEL, SEE PLAN <br />FOR 5PEGIFIGATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND 51ZED PER NOTES <br />TRE I NFORG I NG DETAIL <br />QAr,77N.� <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE 3/4' DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENIN6 DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DIA. ANCHOR DRILL 6" INTO EX15T'6 I I Q <br />SLAB, EPDXY $DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP 5PLIGE <br />_z <br />� I <br />2X6 OR 2X8 P.T. BUCK I I <br />EAGH SIDE OF OPENING _ <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT N/ 5Y2" - <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE IY2"xW(," O <br />THICK NA5HER N/ 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 />GARAGE DOOR BUCK DETAIL <br />K SCALE: RM <br />.. _ 4. <' <br />I' <br />GRADE III-III-III- <br />=1 I=I =I IA4. <br />=I I I=I I I -I I I -III <br />�-ICI-ICI-ICI ICI -ICI -ICI- <br />�II�II�II�IiIIIII�� IIIII�IIIII�I- <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NT3 SIM. a CM1 STEM FM DROPPED 6RADE <br />Seal;.��� ��' G `.. . _. <br />�P •` <br />7T76er <br />E_ r <br />10 r <br />T <br />16 2021 <br />© copyright : MULHERN <br />Structural Engineering, Inc. <br />oCD <br />Z_ <br />w <br />TRU55E5 <br />w <br />N <br />PLANCD <br />Z <br />w - <br />J 0 <br />°' <br />a .o <br />ot= <br />Z= a'4 <br />T CONNECTORcm <br />U 4 <br />SCHEDULE <br />UJ <br />cn a <br />0° E <br />�Q <br />WALL REINF. <br />— a r- <br />� <br /><TEND INTO <br />Z v c <br />BEAM <br />0 c <br />_ E <br />y m _ <br />W $N <br />C: 65 M <br />M&K project number: <br />068-2001 1 <br />project mgr: ,,J,SB <br />drawn by: DJ R <br />issue date: 1 2-1 5-2 1 <br />REVISIONS: <br />date: initial: <br />4xb P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />Cz <br />END LENGTHCU <br />C, <br />DROPPED <br />a <br />BEAMS <br />Cz <br />PER PLAN <br />\J <br />REAR WOOD LANAI <br />TYp. BEAM TO 1205T CONN. <br />SCALM 9/4"=1'-0" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOHN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TNI5T STRAP. <br />FASTEN STRAP TO GMU H/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREN5 <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) ® <br />EACH TRU55. <br />i _ 7 <br />^ <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />0 <br />FASTENED TO GMU W (3) Y4" DIA. x 3 YY LONG <br />IU <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 W (2) 3 Y4"xO.131" NAILS ® EA. END. <br />RETROI=1 T DETA� I L <br />SCALE: 3/4'=1'-0' <br />� <br />J <br />� <br />d <br />� <br />a <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 "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />< <br />Q <br />x <br />0 <br />J <br />LL., <br />0 <br />z <br />rIL <br />vl <br />'Q <br />J <br />'d <br />U <br />H z <br />SDW2 <br />