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FA5TEN ROOF 5HEATHING <br />TO FA5GIA WITH 2 %NO.113" <br />RING SHANK NAIL5 <br />® ® 6" O.G. <br />w I X <br />2xb FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT.. <br />8" REINF. GMU NALL <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM wo <br />(1) #5 BAR5 CONT. - <br />8 REINF. GMU WALL <br />-5EE PLAN FOR VERT, <br />4 HORZ.,REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETH'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2' FROM CONNECTOR. <br />NHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT HALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I SECTION - <br />i 5HANK <br />HIP G.T. <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FA5TENED TO BOND BM. <br />w/Y4" DIA. x'4" TAPGON <br />ROOF TRUSSES <br />-5EE PLAN - <br />(2)3 Y2NO.I31" <br />2x4 @ I6"o.c. FASTENED <br />TO GABLE END TRU55 w/ <br />(2)3"x0.131" TOENAILS. <br />FA5TEN SHEATHING TO 2x4 <br />BLOGKIN6 w/ 2 3/8"x0.113" <br />FTOENAIL5 <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131" <br />RING SHANK NAIL5 ® 4"O.G. <br />EACH END <br />'-MAXTI 1 1 2'-0" MIN <br />GABLE END VERTICAL NEB <br />REINFORGIN6 A5 REQURIED <br />ROOF 5HTG <br />I <br />i i <br />(4) 3Y4"x0.131" <br />BY TRU55 MANUF. <br />SHALL BE <br />NAIL5 <br />2x8 P.T. PLATE FA5TENED3-E <br />GONT. 24" MIN <br />TO BOND BM. N/Y2" DIA.ONTO <br />ROOF <br />ANCHOR BOLTS ® 32" O.G <br />KITH T (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHING ED6 <br />NAILING - 2 Y2NO.131" NAIL <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. 51LL PLATE w/ <br />YW DIA. 4Y2" LONG 505 <br />5GREN5 ® 16" o.c. <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOGKIN6 ® 4E <br />PROVIDE M015-TURE <br />X. <br />SPACED ®4'-D" O.G. MAFIR <br />O.G. IN FIF (3) BAYS OF <br />BARRIER PLATE BELOW <br />FA5TEN 2x4 TO 'T' w/ 3Y4NO.131" <br />RUST <br />FI <br />RQOF TRUSSES -GUT TO FIT <br />HOOD MEMBER5 ON GMU <br />(PER TRU55 MANUF.) <br />NAILS ®12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOI <br />(NOT REQ'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />„ <br />8 GMU BOND BEAM w/ <br />4 -I OR SHORTER) <br />SILL PLATE <br />(I) #5 BAR GONT. <br />FADRYWALL TO <br />8 REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREN5 <br />/NAIL5 ®6" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />2 SCALE: 8/4"=1'-0" <br />r krr Li --- t- 5HTG. TO HIP <br />.113" RING <br />6" O.G. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JAGK TRU55E5 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />FA5TEN BOTTOM CHORD OF 6.MTH (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 (1) #5 BAR5 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 I HORZ. REINF. 5PEG5 <br />I <br />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 <br />WINDOW 51LL, <br />OR EQUIV. - <br />GA5T-GRETE <br />WINDOW 51LL, <br />OR EQUIV. - <br />DOUBLE WINDOW <br />L MASONRY PIER DET, L <br />SCALE: NT5 TRIPLE WINDOW SIM. <br />BY HINDOH/DOOR <br />MANUFACTURER <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID SHIM BETH'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHING TO <br />FA5GIA WITH 2 %NO.113" <br />RING SHANK NAIL5 ® 6" O.G. <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />SEGTIDN <br />5EE UPLIFT CONNECTOR <br />SCHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ HALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />5EE UPLIFT CONNECTOR - <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />SECTION <br />20 SCALE: 3/4"=1'-0' <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT HALL REINF. TO <br />EXTEND INTO BOND BEAM <br />(1) #5 IN <br />BOND BEAM <br />-_T -�K__d--- --- LU <br />ALL LAP51NMA50NRY25" ----------- <br />} <br />PREGA5T LINTEL, 5EE PLAN <br />RUNNING BAR I FOR 5PEGIFIGATION <br />w VERTICAL REINFORCEMENT PER <br />tY PLAN <br />MAIN ROOF SHEATHINGCl I (I) #5 VERTICAL IN GROUT FILLED CELL 4xb P.T. (IF PROVIDE (I) REOV PER PLAN) P05T <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />ilk <br />END LENGTH <br />#5 BENT CORNER BAR <br />DROPPED <br />MGROUTED CELL BEAMS <br />MAIN ROOF TR!1555 <br />PER PLAN <br />I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF <br />HINDOW/DOOR, FA5TEN BUCK TO MASONRY N/ (1) ROW OF Wc,"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF HINDOH/DOOR TO 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, 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 5AME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK N/ (2) <br />ROH5 OF 2Y2'x0.131" NAIL5 ® 16" O.G. FA5TEN HINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />H WI NDONDOOR BUCK DETAIL <br />SCALE: NTS <br />TYP. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SCALE: NITS <br />2x6x12" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTE5 <br />PERT. RE 1 NFORC I NG DETA I L <br />SCALE: NTS <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8" GMU T11; <br />BLOCK #5 VERT. BAR TO BE <br />3/e" DIA. ANCHOR DRILL 6" INTO EX15T'G LOCATED PER PLAN <br />SLAB, EPDXY DRIVE IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I mo <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER - <br />PROVIDE (5) 3/e' DIA. J-BOLT W/ 5 Y2 GRADE _ <br />EMBEDMENT AT EACH DOOR BRACKET, -) I Ml � M <br />EACH 51DE OF DOOR. PROVIDE I Y2"xAr,"I- <br />THICK HA5HER H/ EACH ANCHOR 05T BOLT <br />-I I I - <br />TO BE 8" MAX ASV. CURB REST EQUALLY=� <br />5PAGED APPROXIMATELY 24" O.G) - <br />START BOLTS AFTER <br />GARAGE CURB 0" MAX.) <br />GR GE DOOR BUCK DET� I L <br />K SCALE: Nrs <br />• <br />. <. <br />. �� <br />� a <br />4 <br />•� � �MI 11 <br />I I -I 11=1=1 I-1 1 <br />a <br />III -III -I � � <br />f~�1 <br />III=1 11- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />REAR WOOD LAN, <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-0" <br />p RETROFIT DETAIL <br />I- SCALE: <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOHN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMIb TH15T 5TRAP. <br />FASTEN 5TRAP TO GMU wl (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREN5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU w/ (3) Y4" DIA. x 3 YY LON6 <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRU55E5 w/ (2) 3)'4"xO.131" NAIL5 ® EA. END. <br />LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAIL5 ARE NOT "GUT" ON THE PLAN5. I ("GUT") ON THE PLAN5. <br />ABC <br />O •* . <br />♦c : ♦c : cr <br />:W <br />ro SATE OF '? <br />%% <br />S/ ONPA- <br />copyright : MULHER 20G� <br />Structural er!t I <br />Q.a <br />Z <br />JCC <br />W <br />W <br />Dz CD <br />i z <br />w a <br />Q °D <br />Z= <br />U_ 19t Q <br />C E <br />UJf- b a� <br />f/3 j <br />J'= ) <br />Z vo <br />W 15 OP <br />p o <br />Com <br />W N <br />oC c+o M <br />M&K project number: <br />068-200 1 1 <br />project mgr: .J S B <br />drawn by B C <br />issue date: 09-20_2 `[ <br />REVISIONS: <br />date: initial: <br />1/22/2021 DJR <br />sheet: <br />SD-2 <br />