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FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />w� <br />_< <br />2x6 FA5GI4 <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />Q <br />SEE UPLIFT CONNECTOR — <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />VJ/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />I S�GTION <br />SCALE: 3/4"=1'-0' <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />SF <br />TISCS/4'=1'-0' <br />PROVIDE 50LID SHIM BETN'N TRUSS <br />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 />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF) • <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />/—ROOF TRU <br />/ PER PLAN <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF.) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x6x12" OR CL OF OPENING <br />2XSXI2"P.T. <br />n CENTER BUGK <br />II � <br />• <br />V VIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/e" DIA. J-BOLT N/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE I Y2"x%e," <br />THICK WASHER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB W' MAX.) <br />6ARAGE DOOR BUCK DETAIL <br />K SCALE: NTS <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />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 />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATIONS. <br />S�GTION <br />VALLEY SET <br />OVERFRAMINQ <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />TYP I CAL OYERI RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFIGATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />BOND -BEAM- <br />_.___--GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />F. <br />DOUBLE WINVOW <br />QIMABONR�' PIER DETAIL <br />E: NTS TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 01 <br />" <br />FROM UPLIFT GONNEGTOR, REFER TO 2x FASCIA <br />TYPICAL RETROFIT DETAIL P. -SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN(5 TO 2x4 <br />BLOCKING IN EA. TRU55 BAY w/ 2 Y2"xO.131" <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. Y44) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS <br />® <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />� 1E� <br />ION/4'=1'-0" <br />P R TROT= IT IIETAA11 <br />SCALE: 3/4"=1'-0" <br />ALL LAPS IN MASONRY 25" <br />-RUNNING BARS <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. HALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />ROOF TRUSSES <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />seal <br />No i <br />'a XT 0r_ <br />2 %"xO.113" RING SHANK <br />NAILS ® 6" O.G.�R '�o• ,b;r <br />© copyright : MULHEN & KULP- '4<, <br />Structural ' ertg,�c. o <br />oCD <br />z 9 <br />Z <br />J= <br />w <br />w <br />Z o <br />z <br />a <br />2x4 FLAT BLOGKIN6 ® 16" o.c. w <br />FASTENED TO BOND BM. JCD <br />ROOF TRUSSES w/Y4" VIA. x %4" TAPGON = Q Eo <br />-SEE PLAN <br />(2)3 Y2°x0.131" <br />pC c <br />v co <br />(2)3 Y "x0.131" <br />2 T m E <br />8" GMU BOND BEAM w/ J W <br />Z vo <br />(1) #5 BARS GONT. UJ CP <br />Y <br />8" REINF. GMU WALL VERT WALL REINF. TO 2 <br />EXTEND INTO BOND BEAM y CD <br />-SEE PLAN FOR VERT. M 4 <br />4 HORZ. REINF. SPECS <br />&!57 <br />ION/4"=1'-0" - <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />NOTES: issue date: 0 `j - `j 4-2 2 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOW/DOOR, FASTEN BUCK TO MASONRY N/ (1) ROW OF WbN4" TAPGON5 6" REVISIONS: <br />FROM ENDS AND 16 O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. date: initial: <br />2. BUGK5 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 EXI5TIN6 2X <br />BUCKED OPENING, USE (3) RON5 OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. SUCCESSIVE 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 />RON5 OF 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN NINDOW/DOOR TO 2X PER <br />BY NINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. Cz <br />MANUFACTURER �Q <br />W I NV ONDOOR BUCK DETAIL <br />H SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />—_ <br />2. PROVIDE %" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5HONN <br />SEE DETAIL I ON <br />3. FOLLOW MANUF. INSTALLATION <br />HERE <br />STRUCTURAL PLANS FOR <br />INSTRUCTIONS. <br />ADDITIONAL CONNECTION <br />INFO NOT 5HONN HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />—FASTEN EA. ROOF TRU55 TO GMU H/ <br />DRILL 6" INTO EXI5T'6 <br />11;� I <br />It <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />51MP50N M5TMI6 TN15T STRAP. <br />SLAB, EPDXY 8 DRIVE I <br />FASTEN STRAP TO GMU W (4)Y4" VIA. x 2 <br />#5 DOWEL, PROVIDE MIN. <br />I <br />- <br />Y4" LONG TITEN 5GREN5 <br />50" LAP SPLICE I <br />I I <br />m0 <br />- PROVIDE MOISTURE BARRIER <br />N <br />- <br />I <br />I <br />z <br />PLATE (PER TRU55 MANUF.) ® <br />I <br />117- <br />EACH TRU55. <br />.. <br />; 4." . <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />a <br />" <br />ROOF TRUSSES •EVERY OTHER BAY <br />QRADE <br />I- <br />_ _ <br />I=III=I I —I I <br />-„—i��=1�TRUSSES <br />W (2) 3Y4xO.131 NAILS ® EA. END. <br />TIIIIIIIIII <br />I"aT�t <br />�IIII�II�IIII- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NT5 <br />SIM. s CMU STEM FOR DROPPED GRADE <br />4x6 P.T. <br />POST <br />PROVIDE (I) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR INOOP LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4"=1'-O" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REG U I RED <br />ALL APPL I GABLE AREAS. THE5E WHERE 5PEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />4 <br />C] <br />W <br />O <br />J <br />J <br />LL <br />d <br />W <br />W <br />0 <br />O <br />z <br />� <br />J <br />� <br />� <br />d <br />Q <br />fY <br />� <br />M Y <br />� <br />0 <br />JJ <br />sheet: <br />SDM2 <br />