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rI7Trn !i-r 11 -1 t. lip iVT=it l' 'I <br />2x4 ® 16"o.c. FASTENED <br />TO GABLE END TRU55 w/ FASTEN 5HEATHING TO 2x4 F 2x4 BLOGKIN6 w/ <br />(2)3"x0.131" TOENAILS. BLOGKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.131" <br />RING SHANK NAILS ® 4"O.G. TOENAILS EACH END <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />x <br />x " " <br />LE55 THAN 1 Y2' FROM CONNECTOR. <br />M X <br />2'-0" MIN <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />GABLE END VERTICAL WEB <br />TYPICAL RETROFIT DETAIL P. <br />REINFORGIN6 A5 REQURIED <br />ROOF 5HT6 <br />I <br />i I <br />(4) 3Y4"x0.131" <br />FASTEN ROOF 5HEATHING <br />BY TRU55 MANUF. <br />SHALL BE <br />NAILS <br />TO FASCIA WITH 2 3/a"x0.113" <br />2x8 P.T. PLATE FASTENED <br />GONT. 24" MIN <br />RING SHANK NAILS <br />TO BOND BM. W/Y2 DIA. <br />ONTO ROOF <br />® 6" O.G. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />--I ^ <br />w x <br />EXTERIOR 5HEATHING EDGE <br />= Q <br />5EE UPLIFT CONNECTOR <br />NAILING - 2 Y2"xO.131" NAILS <br />SGHEDULE ON PLANS FOR <br />®6"O.G. <br />° <br />CONNECTOR SPEGIFIGATIONS <br />2x6 FASGIA <br />FASTEN BOTTOM CHORD OF <br />-5EE ARCH <br />PROVIDE M015TURE BARRIER <br />TRU55 TO P.T. 51LL PLATE w/711 <br />8" GMU BOND BEAM <br />PLATE (PER TRU55 MANUF) ® <br />Ya" DIA. x5,'2' LON6 505 <br />° <br />W/ (1) #5 GONT. <br />EACH TRU55. <br />SCREWS ® 16" o.c. <br />2x4 BRACE w/2x4 T-BRACE, <br />8" REINF. GMU WALL <br />PROVIDE M015TURE <br />5PAGED ®4-O�, O.G. MAX. <br />PROVIDE 2x4 BLOCKING @ 4E <br />O.G. IN FIRST (3) BAYS OF <br />-5EE PLAN FOR VERT. <br />PERT WALL REINF. TO <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ <br />ROOF TRUSSES -GUT TO FIT <br />8 HORZ. REINF. 5PEG5 <br />EXTEND INTO BOND BEAM <br />WOOD MEMBERS ON GMU <br />NAIL5 ® 12" O.G. <br />T16HT BETWEEN TRU55 BOTTOI <br />(PER TRU55 MANUF) <br />77 <br />(NOT REQ'D AT TRU55 HEI(7HT5 <br />GHORDS AND NOTCH AROUND <br />„ <br />8 GMU BOND BEAM WSILL <br />4 -I OR SHORTER) <br />PLATE <br />(I) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKING w/ SCREWS <br />/NAIL5 ®6" O.G. <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />SECTION <br />4 HORZ. REINF. 5PEG5 <br />2 SECTION <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 Y2"xO.131" <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. 5PE65 <br />%"xO.113" RING SHANK <br />SECTION <br />SCALE= 3/4"=1'-0' <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 5Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />BOND -BEAM <br />_.`-GONTIN. PREGAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE CAST-CRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MASONRY PIER DETAIL <br />L SCALE: NM TRIPLE WINDOW SIM. <br />HIP G.T. <br />ROOF TR 65B <br />-5EE PLAN — <br />SECTION <br />5 8GNl8✓4'■I'-O' <br />VALLEY 5ET <br />OVERFRAMIN6 <br />FASTEN ROOF 5HT6. TO HIP <br />G.T. W 2 %"x0.113' RING <br />SHAW, NAILS 0 6' O.G. <br />UPLIFT GONNEGTOR <br />-5EE PLAN <br />HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />FASTEN BOTTOM CHORD OF G.T. ®24° O.G. <br />8" CMU BOND BEAM W-1 TO TOP OF WALL W SIMPSON <br />%AMIOKTA CLIP A 48'O.C. <br />(1) •5 BARS CONT. (CONNECTOR INCLb IN PACKAGE) <br />8' REINF. OW WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />I HM. REINF. 5PEG5 TYP I GAL OVERFRAM I NG <br />SECTION f7\ CONNECTION DETAIL <br />q ecN.e= a4'•I�o' <br />BY WINDOW/DOOR <br />MANUFACTURER <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1),2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHING TO <br />FASCIA WITH 2 %NO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASGIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR SPEGIFIGATIONS. <br />TION&EEN s/4"=I'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR—, <br />IN ROOF 5HEATHING <br />#5 BENT CORNER BAR <br />N ROOF TRU555 GROUTED CELL <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 GASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 STAGGERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS 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.I31" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURERS 5PEG5. <br />DWI NDOW/DOOR BUCK DETAIL <br />SCALE: NT5 <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NM <br />2x6x12" OR <br />2X8XI2 "P.T. <br />CENTER BUCK <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />5EE UPLIFT CONNECTOR - <br />SGHEDULE ON PLANS FOR <br />CONNECTOR <br />SPEGIFIGATIONS <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />(:2O SECTION <br />SCALE: S/4"=1'-0' <br />(1) #5 IN <br />BOND BEAM <br />------- d--- --- w <br />oc <br />PREGAST LINTEL, 5EE PLAN <br />FOR SPEGIFIGATION <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 GONSTRUGTED AND SIZED PER NOTES <br />RT. REINFORCING DETAIL <br />NT5 <br />C�2 <br />E: 5 <br />NOTES: <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 />CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />ft FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHOR DRILL 6" INTO EXIST'6 I LOCATED PER PLAN <br />SLAB, EPDXY d DRIVE I I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLIGE <br />I z <br />2X6 OR 2X8 P.T. BUCK I <br />EACH 510E OF OPENING _ <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" - <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"A6" O <br />THICK WASHER W/ EACH ANCHOR (1ST BOLT --' <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />6ARA6E GURB W' MAX) <br />K GARAGE DOOR BUCK DETAIL <br />SCALE: NM <br />1.0 <br />GRADE I i I MII=1 I 1- <br />I —I I I —I I I <br />—ICI—Ii1—III � ICI—��I—ICI <br />I- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. • ow STEM IMM DRO"W Wn <br />ROOF TRU55E5 <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />seal ri. , r� <br />P <br />No 77824 P <br />STATE OF ccr <br />toR <br />© copyright ; i , j(114R %fir <br />Structural Engineering, Inc. <br />ocD <br />Z <br />JCc <br />w <br />w <br />_Z <br />CJ <br />W d <br />CS <br />m <br />Z= <br />U tQ <br />tME <br />UJ m <br />to '5 <br />_J <br />Z <br />W 0 <br />C 2 <br />y m _ <br />Moll� N C <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: D R <br />issue date: 0 9-3 0-21 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />"� <br />P" <br />OF P05T, q" MIN <br />END LENGTHCU <br />DROPPED <br />^ j <br />a' <br />BEAMS <br />PER PLAN <br />ITc <br />V <br />tO <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4'=I'-0" <br />RETROFIT DETAIL <br />5EE DETAIL I ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />IF0 NOT SHOWN HERE <br />ASTEN EA. ROOF TRU55 TO GMU w/ <br />IMP50N M5TMI6 TW15T STRAP. <br />ASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />LONG TITEN 5GREW5 <br />ROVIDE M015TURE BARRIER <br />LATE (PER TRU55 MANUF) <br />ACH TRU55. <br />ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />ASTENED TO GMU w/ (3) Y4" DIA. x 3 YY LONG <br />APGONS. FASTEN BLOCKING TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS, ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />a <br />� o <br />-1 J LL <br />� W <br />W � z <br />0 <br />W L' <br />� � a <br />UJ <br />Lo cn <br />o z <br />J J <br />sheet: <br />SDM2 <br />