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FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />@ 6" O.G. <br />w� <br />�LU <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />I SCALE: 3/4"=1'-O" <br />TRUSS OVERFRAMIN6 <br />PER PLAN <br />SEE UPLIFT CONNECTOR — <br />56HEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />20 SECTION <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNECTOR. <br />WHERE TRUSS 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 TRU55 MANUF.) @ <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRU55E5 <br />PER PLAN — <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) @ <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2xbxl2" OR Ck OF OPENING <br />2X8XI2 P.T. <br />nCENTER BUCK <br />• <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT N/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/8" DIA. J-BOLT W/ 5!2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"x%b' <br />THICK WASHER W EACH ANCHOR 05T BOLT <br />TO BE 8" MAX ABV. GURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />6ARAGE CURB 0" MAX.) <br />5E DOOR BUCKDETAIL <br />&LA% <br />a <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />8 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 />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2xb FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL N/ 24" LE65 <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELOI <br />WITH (1) SIMP50N VTGR <br />@ 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OVERFRAM I NG <br />CONNECTION DETAIL <br />5CALE: N.T.S. <br />BOND -BEAM* <br />�`GONTIN. 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 />L MASONRY P I ER DETA I L <br />SCALE: NTS TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKING IN EA. TRU55 BAY N/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. N/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 N/ 2 Y2"x0.131" NAIL <br />@ 3"O.G. <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 />RETROFIT DETAIL <br />P SCALE: 3/4°=1'-O° <br />SECTION <br />SCALE: 3/4"=1'-O" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNIN6 BAR <br />L #5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU N/ <br />51MP5ON M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU N/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) @ <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU N/ (3) Y4" D IA. x 3 YY LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES N/ (2) 3,VWx0.131" NAILS @ EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF <br />(TEND INTO <br />BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BONE <br />(1) #5 BARS C <br />8" REINF. GN <br />-SEE PLAN F <br />4 HORZ. REINr-. 5rtc,5 <br />BY WINDOW/DOOR <br />MANUFACTURER <br />%"x0.113" RING SHANK <br />SECTION <br />i <br />v E N S F •. �� �� <br />%r <br />S TE OF • <br />44 <br />�C?♦♦ <br />copyright : MULHERN & 6 ZUf. <br />Structural Engi Bering, Inc. <br />z <br />z_ <br />CC <br />w <br />w <br />z cm <br />CZ rn <br />z <br />w W 0- <br />J Q � <br />z A 14 <br />U � 4 <br />tME <br />�-- m <br />—+ m E <br />3:a <br />J� ao <br />Z W 0 <br />W Y CP <br />�in oto <br />W <br />y m L6 <br />W C N <br />GC ce) c. <br />M&K project number: <br />068-200 1 T <br />project mgr: ,,JSB <br />drawn by: DR <br />NOTES: issue date: `j 0-04-2, `j <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %,"x4" TAPGON5 6" REVISIONS: <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. date: <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 />THIS CASE. <br />2x4 FLAT BLOGKIN6 @ 16" 0.6. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. @ <br />EA. SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />WINDONDOOR BUCK DETAIL <br />SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4' DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUCTIONS. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO <br />LL <br />OI�-1 UT1— <br />NI <br />SLAB, EPDXY S DRIV�EII <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGEry III <br />q <br />' II I <br />6RADE <br />II <br />—IGII—RI I <br />IEIID— I 1E1. <br />I—I <br />II5IT_—' <br />IE--XI <br />a,u <br /><°6 <br />III <br />I I—III—III—III—� , <br />=III —I I I-111—I 1 I < a. <br />—III—I 11-1 I I � <br />�=III-1 I I1 a <br />''=1�— <br />e I —III —III —III= <br />111—I 11-1 � 1= <br />1=1 I I=1 1= <br />I I I=1 � 1= <br />1—I1I_— <br />M 1 SSED DOWEL RETRO� I T DETAIL <br />S <br />SCALE: NTS SIM. @ <br />GMU STEM FOR DROPPED 6RADE <br />4xb P.T. <br />P05T <br />PROVIDE (I) <br />5IMP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, W' MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN HA <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-O" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />J <br />H <br />� <br />W <br />Q <br />0 <br />O <br />d <br />D <br />z <br />IL <br />ZD <br />(n <br />Q <br />sheet: <br />initial: <br />SDM2 <br />Q <br />0 <br />J <br />JL <br />■ <br />■ <br />