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PROVIDE 50LID SHIM BETW'N TRUSS <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 />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/b"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />-1^ <br />w <br />Y <br />%n <br />2x6 FASCIA -v <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />€ HORZ. REINF. SPECS <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.1 <br />8" GMU BOND BEAM w� <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />5ECTF <br />N <br />SCALE: I'-0' <br />2 3/WxO.113" RING SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 63. <br />2x4 FLAT BLOCKING ® 16" O.G. <br />FASTENED TO BOND BM. <br />w/ Y4" DIA. x %" TAPGON <br />ROOF TRU55E5 <br />-5EE PLAN — <br />(2)3 Y2"x0.131" <br />2x4 ® 16"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING 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 7 (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2 Y2"x0.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />YW DIA. x3Y2" LONG 505 <br />5GREW5 ® I6" o.c. <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 />d HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4- <br />BLOCKING w/ 2 %"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HTG <br />SHALL BE <br />CONT. 24" MIN <br />ONTO. ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4"xO.I3i" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ®42 <br />SPACED ® 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS D.G. <br />TIGHT BETWEEN TRU55 BOTTOt <br />(NOT REO'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKING w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS ®6" O.G. <br />SECTION <br />2 SCALE: 9/4"=1'-0" - <br />FASTEN ROOF 5HT6. TO HIP <br />1.113" RING <br />0 6" D.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />04 TRU55 TO TRUSS BELOI <br />FASTEN BOTTOM CHORD OF 6PMTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM w/� HGAMIOKTA CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR T. EXTEND INTO BOND BEAM <br />SdTION � HORZ. REINF. SPECS <br />9/4"=1'-0"SECTION <br />BOND -BEAM <br />-.--�CONTIN. 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 SILL, <br />OR EQUIV. - <br />DOUBLE WINDOW <br />MA50NRY PIER DETAIL <br />SCALE: NTS <br />TRIFLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP I GAL OVERF-RAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LESS THAN I Y2" FROM GONNECToR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA. WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEGS <br />SECTION <br />3 SCALE: 9/4"=1'-0" <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 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 SHEATHING TO <br />BLOCKING 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 DNI12P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING w/ 2 YYxO.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. SPECS <br />SECTION <br />SCALE: 9/4"=1'-0' <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br />(TEND INTO <br />BEAM <br />(1) #5 IN <br />BOND BEAM <br />A d J LU <br />ALL LAPS INMA50NRY25" I ---------------- � <br />I <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />rl <br />PLAN <br />MAIN ROOF SHEATHING I (I) #5 VERTICAL IN GROUT FILLED DELL 4x6 P.T. PROVIDE (I) <br />(IF REQ'D PER PLAN) POST <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />I OF POST, 9" MIN <br />END LENGTH <br />Zli,5 BENT CORNER BAR DROPPED <br />MAIN ROOF TRU555 GROUTED CELL BEAMS <br />PER PLAN <br />I. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" D.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 STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 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 />ROW5 OF 24/2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 SPECS. <br />H WINDOW/DOOR BUCK DETAIL <br />SCALE: NT5 <br />TYP. CORNER VERT. WALL <br />RE I NI-ORC I NCG DETAIL <br />SCALE: NT5 <br />2x6x12" OR CL OF OPENING <br />2X8XI2 P.T. <br />CENTER BUGK�F� <br />NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES <br />VERT. RE I NPORG I NG DETA I L <br />J -SGAI.E: NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE I t P. 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 />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHOR -� DRILL 6" INTO EX15T'6 IN G OUTTED PER PLAN <br />I I � IN GROUTED CELL <br />YSLAB, EPDXY d DRIVE I - <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURERd3 ° <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2' - - - d4< I I-III=1 <br />GRADE I 1=1 I I —III —I 11-1 I' <br />EMBEDMENT AT EACH DOOR BRACKET, _111-I I=1 I -I I I I -I I El 11=1 11-� <br />EACH SIDE OF DOOR. PROVIDE I Y2'AW, -I I -III -I I-11 I ° ° ° I -I I -I I -I 1- <br />4 �-III-I � I -I � I 11 I -I I I-1 � 1- <br />THICK WASHER W/ EACH ANCHOR 05T BOLT = -III-III-III 4 1=1 I I=I I- <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB 0' MAX.) <br />DOOR BUCK DETAIL <br />&!6��A�RAISIE <br />T5 <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NT5 SIM. s GMU STEM FOR DROPPED GRADE <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 9/4'4-0' <br />seal: <br />00 <br />2022 <br />.. o P, <br />C <br />© copyrigl$r4!WTR6'KlIW`,0* <br />Strddwk1lrkfi;;A1 9, Inc. <br />Z <br />J� <br />w <br />w <br />z <br />N <br />9 <br />CD <br />Zr- <br />z <br />Q <br />w <br />a <br />a' <br />Q <br />m <br />Z� <br />�EE riz <br />U <br />� <br />A <br />cm .42. <br />pC <br />t- <br />to <br />c <br />'o w <br />'5 a <br />T <br />a <br />m E <br />+ <br />J� <br />DQ <br />Z <br />Mo <br />W <br />p <br />Y <br />o <br />Cam <br />W <br />o <br />C N <br />C. <br />M n. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />.J S B <br />drawn by: <br />BC <br />issue date: 09-13-2 `[ <br />REVISIONS: <br />date: initial: <br />02 22/22 DJR <br />�+r,x UooR t�vlsla+ <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 TW15T STRAP. <br />r ,� <br />1 <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) ® <br />"Q <br />I , <br />w <br />EACH TRU55. <br />- PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />0 <br />FASTENED TO GMU w/ (3)Y4" DIA, x 3Y2, LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />P SCALE: 9/4"=1'-0" <br />2 <br />(n <br />a <br />LETTERED DETAILS ARE TYPI GAL FOR NUMBERED DETAILS ARE PLAN <br />THI5 HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED <br />ALL APPL I GABLE 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 />sheet: <br />'Q <br />Q <br />0 <br />J <br />LL <br />Z <br />r�IIL <br />v) <br />U) <br />J <br />U <br />< <br />W <br />MN ,n <br />JZ <br />J <br />SD 2 <br />