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d <br />G <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FA561A WITH 2 %"0.113" <br />RING SHANK NAILS <br />® b" O.G. —� <br />w <br />x� <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 />3 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM W <br />(1) #5 BARS CONT. _ <br />8 REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />I SECTION <br />SCALE= S/4"=1'-0" <br />%W 0.113" RING 5HANK <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFICATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <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 %" TAPGON <br />ROOF TRU55E5 <br />-SEE PLAN — <br />(2)3 Y2"xO.131" <br />2x4 ® 16"o.c. FASTENED - <br />TO GABLE END TRU55 W <br />(20'xO.I31" TOENAILS. <br />6ABLE END VERTIGAL WEB <br />REINFOR6IN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED — <br />TO BOND BM. W/ Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2 Y2"x0.131" NAILS <br />® b"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4" DIA. x3h" LONG 5D5 <br />5GREW5 ® 16" 0.6. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM W—J <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />— FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ <br />BLOCKING W 2 %"0.I13" (3)3 Y4"x0.131" <br />RING SHANK NAILS ® 4"0.G. TOENAILS EACH END <br />xk x <br />x „ <br />2'-0" MIN <br />i <br />ROOF 5HT6 i (4) 3 Y4"xO.131" <br />SHALL BE NAILS <br />GONT. 24" MIN <br />ONTO. ROOF n <br />2x4 BRACE w/2x4 T-BRACE, <br />5PAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />NAILS ® 12" O.G. <br />(NOT REQ'D AT TRUSS HEI(5HT5 <br />4'-1" OR 5HORTER) <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />�S/ECTION <br />2 SCALE: 8/4N,�1S /,N <br />rAeLI """'r 5HT6. TO HIP <br />.113" RING <br />a 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />— UPLIFT CONNECTOR <br />-5EE PLAN <br />— HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N MR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8 GMU BOND BEAM P*1 H6AMIOKTA GLIP ® 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 WALL VERT WALL REINF. TO <br />-5EE PLAN FOR T. EXTEND INTO BOND BEAM <br />(D <br />SECTION 4 HORZ. REINF. 5PEG5 <br />SCALE= 3/4"=I'-0" SK <br />TIOS/4'=I'-0" <br />BOND -BEAM <br />-.,---�CONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-CRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L MASONRY PIER DETAIL <br />SCALE= NTS TKIMI WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />PROVIDE 2x4 BLOCKING ® 4e <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOt <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAIL5 ® 6" O.G. <br />TYP I CALL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2' FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"0.113" <br />RING SHANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFICATION5 <br />2x6 FASCIA <br />-5EE ARCHtr <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL rt/ (1) #5 BENT <br />DOWEL w/ 24" LEG5 <br />�BECTION <br />3 .7f//CGS ✓/4N�11_/�N <br />PROVIDE 501-I05HIM BETW'N TRUSS <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI72P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING W 2 Y2"x0.131" NAILS <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 />4 HORZ. REINF. SPECS <br />GZU <br />7/4N=II�N <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br />(TEND INTO <br />BEAM <br />(1) #5 IN <br />BOND BEAM <br />Iz- <br />--r------- Pl- ------ W- <br />I <br />ALL LAPS INMA50NRY25" I ---------------- <br />I <br />PREGA5T LINTEL, SEE PLAN <br />RUNNING BAR I FOR 5PECIFIGATION <br />w VERTICAL REINFORCEMENT PER <br />PLAN <br />} <br />ROOF 5HEATHIN6 <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4xb P.T. PROVIDE (I) <br />(IF REQ'D PER PLAN) P05T <br />51MP50N STRAP ON EACH EACH <br />EXTERIOR FACE <br />i OF POST, T MIN <br />Z#5 BENT CORNER BAR END LENGTH <br />DROPPED <br />ROOF TRU555 6ROUTED CELL BEAMS <br />PER PLAN <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINOOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3i(6"x4" TAPGONS 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (5) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />H Al NDONDOOR BUCK DETAIL <br />SCALE: NTS <br />TYP. CORNER PERT. HALL <br />REINFORCING DETAIL <br />SCALE. NTS <br />2xbxl2" OR CL OF OPENING <br />2XSXI2 P.T. I� <br />CENTER BUCK -F� <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />QlAMN. REINFORCING DETAIL <br />TS <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 9/4" 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 LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I <br />2X4 P.T. TOP BUGK 30" LAP SPLICE I I I <br />z <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT W <br />DOOR MANUFACTURER GRADE I f III=1 I I=11 I=I I=11 <br />PROVIDE (5) �/aDIA. J-BOLT W/ 5 Y2 ,a <br />EMBEDMENT AT EACH DOOR BRACKET, -1-1 —1 1 1 <. 1511 I —I 1-1 1 1-1 <br />EACH SIDE of DOOR. PROVIDE I Y2"x�i(b° o -1 I I—III-1 I I —I f I:, a 1—I I <br />THICK WASHER W/ EACH ANCHOR (15T BOLT_,III=1111 I JE 1111 ° I 11 I 1—(� 1- <br />1 I 1—I -1- <br />TO BE 8" MAX ABY CURB REST EQUALLY ' 1111 I 111111 I r I 11111 I I <br />SPACED APPROXIMATELY 24" O.G.) - <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />&L4 <br />�GE DOORBUCK DETA� IL <br />T9 <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE, NTS SIM. • CMU STEM FM DRY MOW 6RADE <br />REAR WOOD LANAI <br />7Y12. BEAM TO POBT CONN. <br />SCALE: S/4N=I'-0N <br />RETR01~ I T DETA� I L <br />P SCALE= g/4"=I'-0" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP 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 BLOGKIN6 FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU W (3) Y4" DIA. x 3 YY LON6 <br />TAP6ON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"x0.131" NAILS o EA. END. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEC I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: 0 \xE t I I I I <br />G. Fri ��ii <br />* <br />77824:TATE <br />ho <br />OF P,{j <br />�F�i0\\`� <br />© copyright <br />Stru r I1 biee11,; <br />Inc. <br />aCD <br />n a <br />Z_ <br />mi = <br />W <br />W <br />z <br />N <br />9 <br />�/ Cz <br />i Z <br />< <br />w <br />J <br />Q <br />r✓ <br />H <br />U <br />� Q <br />�E <br />W �- <br />cn <br />— <br />•5 <br />=—+ <br />m E <br />a <br />Jz <br />a. <br />M� <br />W <br />in <br />ca <br />Lil <br />m _ <br />cn N <br />C <br />M O. <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />,,J S B <br />drawn by: <br />BC <br />issue date: 09-13-21 <br />REVISIONS: <br />date: initial: <br />QCP 1 5 2021 <br />U) o <br />J �, <br />J <br />d N <br />L~i1 Q z <br />0 0 a <br />J � U) <br />J <br />U w F- <br />x < LO <br />(� �L J J <br />sheet: <br />SDM2 <br />