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FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"x0.113" <br />RING 5HANK NAIL5 <br />® 6" O.G. <br />w <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ, REINF. 5PEG5 <br />I SECTION <br />SCALE: S/4"=1'-O" <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 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 />5HANK <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 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 G.T. <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3V4" TAPGON <br />ROOF TRU55E5 <br />-5EE PLAN - <br />(2)3 Y2"xO.131" <br />2x4 ® 16"o.c. FA5TENED . <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAIL5. <br />&ABLE END VERTICAL WEB <br />REINFORGIN6 A5 REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FA5TENED- <br />TO BOND BM. W/Y2' DIA. <br />ANCHOR BOLT5 ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2Y"XO.131" NAIL5 <br />® <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE h <br />Y4" DIA. x3'2" LONG 505 / <br />5GREW5 0 16" 0.6. -� <br />PROVIDE M015TURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF.) <br />8 GMU BOND BEAM Pq/-j <br />(1) #5 BAR COW. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />FA5TEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"0.113" <br />RIN6 5HANK NAIL5 ® 4"O.G. <br />2-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />2x4 BRACE w/2x4 T-BRACE, <br />5PAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />NAIL5 ® 12" O.G. <br />(NOT REM? AT TRU55 HEI6HT5 <br />4'-1" OR SHORTER) <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />C A GYCAI on�c 5HT6. TO HIP <br />.113" RING <br />P 6" O.G. <br />VALLEY 5ET <br />OVERFRAMING <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JACK TRU55E5 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />FA5TEN BOTTOM CHORD OF 6ATH (1) 51MP50N 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 (I) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION s HORZ. REINF. 5PEG5 <br />&vL1E <br />TIONS/4"=1'-0" <br />BOND -BEAM <br />_,___-GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE CAST-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MASONRY PIER DETA I L <br />L SCALe: NT5 TRIrLE YVINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />2x4 BLOGKIN6 w/ <br />(3)3 )a"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAIL5 <br />PROVIDE 2x4 BLOCKING ® 4E <br />O.G. IN F I R5T (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOt <br />GHORD5 AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/ 5GREW5 <br />/NAIL5 @ 6" O.G. <br />TYP I GAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 5OLI1? 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 />FA5TEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"0.113" <br />RIN6 5HANK NAIL5 ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FASCIA / <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 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 />SECTION <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAIL5 ® 6" O.G. <br />FA5TEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. WW <br />HILTI DNI12P8 PAF15 <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 W 2 Y2"x0.131" NAILE <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SECTION <br />4 SCALE: 9/4"=I'-0' <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF. <br />(TEND INTO <br />BEAM <br />(1) #5 IN <br />BOND BEAM <br />--r------- ------ --- w <br />I y <br />ALL LAP5 IN MA50NRY 25" I ---------------- <br />PREGA5T LINTEL, 5EE PLAN <br />RUNNING BAR I FOR 5PEGIFIGATION <br />w VERTICAL REINFORCEMENT PER <br />OL PLAN <br />MAIN ROOF SHEATHING <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) <br />(IF REQ'D PER PLAN) POST <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF PO T,q11 IN <br />Z#5 BENT CORNER BAR END LENGTH <br />DROPPED <br />MAIN ROOF TRU555 GROUTED CELL BEAM5 <br />PER PLAN <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 6" <br />FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 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 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 Y2'xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />Al NDONDOOR BUCK DETAIL <br />SCALE: NM <br />TYP. CORNER PERT. WALL <br />REINPORGIN 7 DETAIL <br />SCALE: NTS <br />2x6x12"OR CL OF OPENIN6 <br />2XSXI2FP.T. I <br />CENTER BUCK�f�I <br />NOTE: ALL HOOK5 AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTE5 <br />PERT. REINFORCING DETAIL <br />SCALE: NTS <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). 5EE 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 />DIA. ANCHOR DRILL 6" INTO EX15T'6 I I g LOCATED PER PLAN <br />IN 6ROUTED CELL <br />SLAB, EPDXY 4 DRIVE I I - <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK2 50" LAP 5PLIGE <br />QN <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH 510E OF OPENING _ <br />-VERIFY CONN. REQ'MT W <br />DOOR MANUFACTURER o� <br />PROVIDE (5) 3/W DIA. J-BOLT W/ 5Y2" - <br />EMBEDMENT AT EACH DOOR BRACKET, _ <br />EACH 510E OF DOOR. PROVIDE IY2"x�b" <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" 0.0 - <br />5TART BOLT5 AFTER <br />GARAGE CURB (8" MAX) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NTS <br />1 b III=1I1=1II- <br />_ <br />- I-�A4 A'1=1 11=1 I -I 1= <br />-I I -III I -I I -I I -I 1- <br />-I 15I 11 1-I � I <br />I-1 I -I I I Q I -I I -I 1- <br />�- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: WM SIM. • am) STEM FM nR01M'ED 6RADE <br />REAR WOOD LANAI <br />TYP. BEAM TO 120ST CONN. <br />SCALE: 9/4"=1'-0" <br />RETROFIT DETAIL <br />SCALE: 3/4"■ I'-O" <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />51MP50N M5TM16 TW15T 5TRAP. <br />FA5TEN 5TRAP TO GMU W (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN& FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU W (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN& TO ROOF <br />TRU55E5 W (2) 3 Y4"xO.131" NAIL5 ® EA. END. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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 PLAN5. ("GUT") ON THE PLANS. <br />seal; G. rp4 <br />No 77824 <br />p ; STATE OF <br />-� O '.� <br />� <br />Q copyright : MUdYO�k <br />Structural Engineering, Inc. <br />o Z_ <br />J� <br />W <br />c� <br />Z <br />W <br />a- <br />Q <br />.o2 <br />W � <br />W� <br />W <br />�M <br />=� <br />m � <br />a <br />J z <br />. <br />0 � <br />W <br />v <br />.� <br />y <br />W <br />cc <br />m <br />N <br />a <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />,J S B <br />drawn by: <br />BC <br />issue date: 07-02-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />J <br />W <br />o <br />a <br />J <br />d <br />Uj <br />U <br />N U) <br />LO <br />�e <br />� Z <br />'�l� <br />J J <br />SDW2 <br />