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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w <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 GONNEGTOR - <br />SGHEDULE ON PLANS FOR <br />GONNEGTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM - <br />IN (1) #5 CONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />T <br />2x4 ® I6"o.c. FASTENED - <br />TO GABLE END TRUSS w/ <br />(20'xO.131" TOENAILS. <br />PROVIDE SOLID SHIM BETW'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 GABLE END VERTICAL WEB <br />TYPICAL RETROFIT DETAIL P. REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/XY DIA. <br />ANCHOR BOLTS @ 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />SEE UPLIFT CONNECTOR EXTERIOR 5HEATHIN6 EDGE <br />SCHEDULE ON PLANS FOR NAILING - 2Y2"x0.131" NAILS <br />GONNEGTOR SPECIFICATIONS ® 6"O.G. <br />FASTEN BOTTOM GHORD OF <br />PROVIDE MOISTURE BARRIER TRU55 TO P.T. SILL PLATE w <br />PLATE (PER TRU55 MANUF) ® X4" DIA. x3Y2" LON6 51)5 <br />EACH TRU55. 5GREW5 ® 16" O.G. <br />PROVIDE M015TURE --/ <br />VERT WALL REINF. TO BARRIER PLATE BELOW <br />EXTEND INTO BOND BEAM WOOD MEMBERS ON GMU <br />(PER TRUSS MANUF.) <br />8" GMU BOND BEAM "/_j <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />SECTION 4 HORZ. REINF. SPECS <br />I SCALE: 3/4"=I'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />ROOF TRUSSES <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) ® FASTEN EACH OVERFR <br />EAGH TRU55. TRU55 TO TRU55 BELO. <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS @ 4"O.G. <br />2'-0" MIN <br />ROOF 5HTG <br />SHALL BE <br />CONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOCKIN6 w/ <br />(3)3 Y4" x0.131 " <br />TOENAILS EACH END <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />i CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />(4) 3 Y4"x0.131" FASTEN ROOF SHEATH IN6 TO <br />NAILS FA5GIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />da- <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS. <br />!� <br />� <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ®4i? <br />SPACED 4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ®12" O.G. <br />T16HT BETWEEN TRU55 BOTTOt <br />(NOT REO'D AT TRU55 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/ 56REW5 <br />EXTEND INTO BOND BEAM <br />MAILS 6" O.G. <br />SECTION <br />2 SCALE: 3/4"=1'-0" <br />MAIN ROOF 5HEATHIN6 <br />VERT WALL REINF. TO AMAIN ROOF TRU555 <br />EXTEND INTO BOND BEAM <br />gi <br />�E�/,M <br />BOND-BEAM-� <br />GONTIN. PRECAST HEADER <br />S" GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />CA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. <br />CA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. <br />DOUBLE WINDOW <br />L M�50NRY PIER DETl� I L <br />SCALE: NTS TRIPLE WINDOW SIM. <br />T1'P I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR , <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I WORC I NG DETAIL <br />SCALE: NTS <br />NOTES: <br />I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I /2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT.. <br />5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.I31" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <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 />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />MANUFACTURER <br />DWI NDOW/DOOR BUCK DETAIL <br />SCALE: NTS <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 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 />SCALE: 3!4"=1'-0" <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.15I" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />(1) #5 IN <br />BOND BEAM <br />-�------- ------ --- w <br />-------------- <br />PREGA5T LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />� w VERTICAL REINFORCEMENT PER <br />W PLAN <br />> <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />%"xO.113" RIN6 SHANK <br />2x4 FLAT BLOGKIN6 @ 16" 0.6 <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'-O" <br />40 P.T. <br />POST <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />41 <br />EXTERIOR FACE <br />OF POST, 9" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES <br />REAR WOO LANAI <br />VERT. RE I WORC I NG DETAIL U TYP. BEAM TO POST GONN. <br />r <br />SCALE:NTSNOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2x6x12" OR 2• PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />Ck OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />2X8XI2"P.T. 3. FOLLOW MANUF. INSTALLATIONCENTER BUCK INSTRUCTIONS.HERE <br />FUTURE 8 GMU <br />BLOCK#5 VERT. BAR TO BE <br />DIA. ANCHOR DRILL 6" INTO EXI5T'G I IQLOCATED PER PLAN <br />IN GROUTED CELL <br />SLAB, EPDXY $ DRIVE <br />#5 DOWEL, PROVIDE MIN.2X4 P.T. TOP BUCKV30" LAP SPLICE02X6 OR 2X8 P.T. BUCKEAGH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER I I-1 I I PROVIDE (5) 3/8" DIA. J-BOLT W/ 5,'2" GRADE I I I —I I IiII(EMBEDMENT AT EAGH DOOR BRACKET,IEAGH SIDE OF DOOR. PROVIDE li'2°x3�ib" pI 1I—--III II -THICK WASHER W/ EAGH ANCHOR 05T BOLT <br />seal: o®®r'er�e®��• <br />�@ F r , <br />O <br />: a: <br />QF .'A UJ <br />C Ci q <br />Inc. <br />on <br />J� <br />W <br />W <br />M Z <br />CD <br />CZ <br />Z <br />c <br />C" <br />W <br />a <br />J <br />as <br />Q <br />ac <br />Z= <br />C) <br />A <br />'tcc <br />tm 4-1 <br />WF- <br />z <br />Cn <br />j <br />=a <br />>. <br />D CD <br />�i~ <br />Z <br />W <br />:Q o <br />CP <br />Y co <br />y <br />o co <br />m L6 <br />LU <br />C N <br />�". <br />M Q• <br />s <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: 12-1 6-21 <br />REVISIONS: <br />date: <br />initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />'Q <br />INFO NOT 5HOWN HERE <br />Q <br />FASTEN EA, ROOF TRUSS TO GMU w/ <br />0 <br />51MP50N M5TMI6 TW15T STRAP. <br />T <br />FASTEN STRAP TO GMU W(4) X4" DIA. x 2 <br />r-•1 <br />LL <br />V4" LON6 TITEN 5GREW5 <br />W <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) ® <br />EACH TRU55. <br />T _ T <br />O <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />2a <br />FASTENED TO GMU W(3) Y4" DIA. x 3 X2' LONG <br />TAPGONS. FASTEN BLOCKING TO ROOF <br />C n <br />v!TRUSSES <br />w(2) 3Y4"x0.131" NAILS ® EA. END. <br />UJ <br />Ld <br />TO BE 8 MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G.) II 1I-ETRO�1T DETAIL �"" U <br />�—i E- 0START BOLTS AFTER <br />GARAGE CURB (B" MAX.) <br />K GARAGE DOOR BUCK DETAIL <br />SCALE: NTS <br />M 15BED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />ao -:� <br />� <br />J J <br />sheet: <br />SDM2 <br />■ <br />P1 <br />