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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/a"xO.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />w <br />2x6 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 />i HORZ. REINF. 5PEG5 <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 y2"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF GMU WALL - <br />-SEE PLXN FOR VERT. <br />8 HORZ. REINF. SPECS <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I /2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 63. <br />2x4 FLAT BLOGKIN6 ® 169" o.c. <br />FASTENED TO BOND BM. <br />w/y4" DIA. x 3y4" TAPGON <br />ROOF TRU55E5 <br />(2)3 y2"x0.131„ -SEE PLAN — <br />2x4 ® 16"o.c. FASTENED <br />TO GABLE END TRU55 w/ <br />FASTEN 5HEATHIN6 TO 2x4 <br />2x4 BLOGKIN6 w/ <br />(2)3"x0.131" TOENAILS. <br />BLOGKIN6 w/ 2 3/a"x0.113" <br />(3)3y4"x0.131" <br />RIN6 SHANK NAILS ® 4"O.G. <br />TOENAILS EACH END <br />MAX.1 <br />MAX.1 <br />MIN <br />x x <br />x <br />GABLE END VERTICAL WEB <br />LROOF <br />REINFORGIN6 AS REQURIED <br />5HT6 <br />I <br />(4) 3 y4"xO.131" <br />BY TRU55 MANUF. <br />SHALL BE <br />NAILS <br />2x8 P.T. PLATE FASTENED <br />CONT. 24" MIN <br />TO BOND BM. W/y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLTS ® 32" O.G. <br />WITH 7" (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILIN6 - 2 y2"xO.131" NAILS <br />FASTEN BOTTOM GHORD OF <br />TRU55 TO P.T. SILL PLATE w/ <br />y4" DIA. x5Y2" LONG 5D5 <br />5GREW5 ® 16" o.c. <br />PROVIDE M015TURE <br />2x4 BRAGS w/2x4 T-BRACE, <br />SPACED @ 4'-0" O.G. MAX. <br />PROVIDE 2x4 BLOCKING � 4i? <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 y4''x0.131" <br />O.G. IN FIRST (3) BAYS OF <br />WOOD MEMBERS ON GMU <br />NAILS ® 12" O.G. <br />ROOF TRU55E5-GUT TO FIT <br />(PER TRU55 MANUF) <br />(NOT REQ'D AT TRU55 HE16HT5 <br />TIGHT BETWEEN TRU55 BOTTOt <br />GHORD5 AND NOTCH AROUND <br />„ <br />8 GMU BOND BEAM w/ <br />4'-I" OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAILS 6" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />4 HORZ. REINF. 5PEG5 --J SECTION <br />C A r -CA: "^^C 5HT6. TO HIP <br />1.113" RING <br />P 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRU55E5 <br />I FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />FASTEN BOTTOM CHORD OF 6MTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N @ 24" O.G. <br />8 GMU BOND BEAM w/—J H6AMIOKTA CLIP @ 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (GONNEGTOR INGL'D IN PAGKA60 <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />SEE PLAN F R VER EXTEND INTO BOND BEAM <br />O T. <br />SECTION � HORZ. REINF, 5PEG5 <br />SECTION <br />_I SCALE: 3/4"=1'-0" <br />BOND -BEAM <br />_,__—GONTIN. PRECAST HEADER <br />F, I P <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 />DOUBLE WINDOW <br />MA5ONRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP I CAL OYERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />i CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS @ 6" O.(. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />IN ROOF 5HEATHIN6 <br />SECTION <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />■1 <br />ALL LAPS IN MASONRY 25" <br />I <br />- RUNNIN6 BAR <br />� I <br />w <br />lY <br />d <br />} <br />I <br />I <br />i <br />#5 BENT CORNER BAR <br />N ROOF TRU555 GROUTED CELL <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 (b" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I /2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION 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 5TAC76ERED @ 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 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) <br />ROWS OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />JNINDONDOOR BUCK DETAIL <br />H SCALE: NTS <br />TYP. CORNER VERT. HALL <br />REINFORCING DETAIL <br />SCALE: NTS <br />2x6x12" OR Ck OF OPENING <br />2X8XI2 P.T. __ll�� <br />CENTER BUCK�I�1 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 J12 <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <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 />TRU55 BAY TO BOND BM, w/(4) <br />HILTI ON112P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKINS 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. 5PEG5 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />- - - - - - - - - - - - L <br />d <br />\_ <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOK5 AND 5PLIGE5 TO BE CONSTRUCTER AND SIZED PER NOTES <br />PERT. RE I N�ORC I NG DETAIL <br />J SCALE: ,� <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 %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />3/a" DIA. ANCHOR -, DRILL 6" INTO EX15T'6 LOCATED PER PLAN <br />IN GROUTED CELL <br />SLAB, EPDXY d DRIVE I I I <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O <br />N I I z <br />2X6 OR 2X8 P.T. BUGK I I I <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ 4 <br />DOOR MANUFACTURER a� I i • _ _ <br />III=1 I=1 I I=1 1-1 <br />-II. <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" GRADE I I -I I —I I-� Ii ,I <br />EMBEDMENT AT EACH DOOR BRACKET, -III—I I -I I -I I I -III -I I -I EACH SIDE OF DOOR. PROVIDE I /2"X (a" <br />�—ICI—ICI—ICI 1�1=III-1�1- <br />THICK WASHER W/ EACH ANCHOR 05T BOLT <br />BE 8" MAX ABV URB RE5 E UALLY I=1 I I=1 I I III —I I I - <br />seal: ,.0% G. FRr4/N,,�® <br />Qxv.•�� ENgF• •C,+• <br />o 7 <br />r <br />• : cc <br />r � � <br />TE OF <br />• g • [ >�. <br />. 0• <br />i*0,, x O R \ .•• eye <br />© copyright �MdL�l�fltjO�` 20L1 <br />Structural Engineering, Inc. <br />om <br />TRU55E5 Z <br />PLAN J w <br />w <br />=Z c <br />C7 C" <br />Z <br />w <br />J CD <br />Q � <br />T CONNECTOR = QE c <br />SCHEDULE F- A � <br />U 4 <br />WALL REINF. UJ W= j <br /><TEND INTO O° E T � <br />BEAM i a W <br />Jz CD ED <br />W Y CP <br />� o <br />y m U� <br />2 ccW C N <br />�a <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 1-1 8-2 1 <br />REVISIONS: <br />date: initial: <br />4xb _\ <br />P05 P.T. <br />PROVIDE (1)-- <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />Cz <br />OF POST, q" MIN <br />END LEN6THCU <br />DROPPED <br />a' <br />BEAMS <br />PER PLAN'" <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=11-O" <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 />51MP50N M5TM16 TW15T STRAP. <br />LQ <br />FASTEN STRAP TO GMU w/ (4) y4" DIA. x 2 <br />y4" LON6 TITEN 5GREW5 <br />OJ <br />- PROVIDE M015TURE BARRIER <br />�Q <br />PLATE (PER TRU55 MANUF) @ <br />F <br />EACH TRU55. <br />i _ T <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />IUJ <br />FASTENED TO GMU w/ (3),V 4" DIA. x 3 y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 y4"x0.131" NAILS ® EA. END. <br />TO . G T Q —_ i p RETRO� I T <br />SPACED APPROXIMATELY 24" O.G.) 1�ET� I L �- I- j <br />START BOLTS AFTER <br />6ARA6E CURB 0" MAX.) <br />DOOR SUCK DET,�IL&LA <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />LETTEREDDETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEC I E I C AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />H <br />sheet: <br />Q <br />� <br />O <br />W <br />L- <br />0 <br />ui <br />O <br />t� <br />z <br />o. <br />Ld <br />d <br />N <br />w <br />d <br />U <br />(n <br />�x <br />J <br />J <br />SD-2 <br />