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U <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w <br />LU <br />,n <br />2xb FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />LU <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131 " <br />8" GMU WND BEAM wi <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR F TRU55 LOCATED <br />LE55 THAN I IVY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />— SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNFGTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE= (PER TRUSS MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION _ <br />SCALE: 3/4'=1'-0" <br />SHANK <br />HIP G.T. <br />2x4 FLAT BLOGKIN6 @ 169" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA x 34" TAPGON <br />ROOF TRU55E5 <br />(2)3 Y2"x0.131„ -SEE PLAN — <br />2x4 ® I6"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/ VY DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHING E06E <br />NAILING - 2 Y2"xO.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE w <br />Y4" DIA. x3Y2" LONG 505 <br />5GREW5 ® 16' o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN SHEATHING TO 2x4 <br />BLOGKIN6 w/ 2 3/e'x0.113" <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 BLOCKING w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />L-2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ® 48 <br />SPACED ®4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3Y4"xO.131" <br />ROOF TRUSSES -GUT TO FIT <br />NAILS ®12" O.G. <br />T16HT BETWEEN TRU55 BOTTOM <br />(NOT REQ'D AT TRU55 HEI6HT5 <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/ 5GREW5 <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" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EACH <br />TRU55 TO TRU555 BELOI BELOI <br />FASTEN BOTTOM CHORD OF C2.KTH (1) SIMPSON VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8 GMU BOND BEAM w/� H6AMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL4 1 VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />TON$ HORZ. REINF. SPECS <br />(Dfd4"=1'-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 GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. <br />GA5T-GRETE <br />WINDOW 51LL, <br />OR EQUIV. <br />DOUBLE WINDOW <br />MAIBONRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />TYP I GAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRUSS 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 />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 3/e"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2xb FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />MAIN ROOF 5HEATHING <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />GONNEGT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEG5 <br />3 SECTION=� <br />SCALE: 3/4"=1'-0" <br />�1 <br />ALL LAPS IN MASONRY 25" <br />I <br />- RUNNING BAR <br />� I <br />w <br />Q <br />I <br />I <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED DELL <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 3/f6"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E 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 />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK 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 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 />ROWS OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />MANUFACTURER <br />H &WINDONDOOR BUCK DETAIL <br />SCALE: NTS <br />TYP. CORNER VERT. HALL <br />RE I NPORC I NCG DETAIL <br />SCALE: NTS <br />2x6x12" OR CL OF OPENING <br />2X8XI2"P.T. I <br />CENTER BUGK�F� <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKING IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w,� 2 Y2"x0.131" NAILS <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4"=1'-0' <br />(1) #5 IN <br />BOND BEAM <br />- - - - - - - - - - - w <br />iY <br />PREGA5T 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 HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />Nt <br />RE I NP <br />Q=�V,ORC I NG DETAIL <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DIA. ANCHOR DRILL 6" INTO EX15T'G I IN GROUTED CELL <br />SLAB, EPDXY $ DRIVE I I Q <br />#5 DOWEL, PROVIDE MIN. I - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I m0 <br />N I I z <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ a <br />DOOR MANUFACTURER I`" I I=I I-1�I I r III <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" GRADE _ _ I -I I -I I -I II ,III. <br />EMBEDMENT AT EACH DOOR BRACKET, -11 I -III -III -III I I -III -III -III_ <br />EACH SIDE OF DOOR. PROVIDE I Y2"A," O -I 1=III-III I I -I I -I 1- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT a <br />TO BE BE 8" MAX ABV GURB REST EQUALLY I=1 I I -III (~ 'mil III -I I I- <br />.) <br />SPACED APPROXIMATELY 24" O.G- ° <br />START BOLTS AFTER <br />6ARA6E CURB 0" MAX.) <br />G��t6E DOOR BUCK DETAIL <br />SCAL <br />M 1 SSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. a GMU STEM FOR DROPPED GRADE <br />�e <br />seal7 <br />.•` :s` _ <br />� ,Z A. <br />AT <br />© copyright : HERN & KULP <br />s I E flinah J022 <br />TRUSSES Z <br />PLAN �,,, w <br />w <br />Z c <br />co °" <br />Z <br />w a <br />J tz <br />a 0o <br />.n <br />T CONNECTOR Cr. Q c <br />5GHEDULE f� F- A <br />U_ t 0- <br />E <br />F- 03 <br />WALL REINF. W W <br /><TEND INTO T J °- <br />'BEAM <br />i Q Q <br />MJCS <br />=W 0 CP <br />C 2 ccnr� <br />y m ih <br />W C N <br />cc <br />�a <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DR <br />issue date: 09-29-21 <br />REVISIONS: <br />date: initial: <br />4xb P.T. <br />P05T <br />PROVIDE (I) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />U1 <br />EXTERIOR FACE <br />[�( <br />OF POST, q" MIN <br />�+ <br />END LENGTHCU <br />DROPPED <br />a' <br />BEAMS <br />PER PLAN' <br />REAR YVOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-0" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT HERE <br />< <br />5HOWN <br />Q_ <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />T� <br />a <br />51MP50N M5TMI6 TW15T STRAP. <br />V I <br />0 <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />U. <br />Y4" LONG TITEN 5GREW5 <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) ® <br />EACH TRU55. <br />T _ i <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />^ <br />O <br />(L <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />t n <br />v! <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. <br />'Q <br />Ld <br />'< <br />RETROP-01 T DETA I L <br />W <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />U? � ° Z <br />J J <br />sheet: <br />SDN2 <br />