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I <br />FASTEN ROOF SHEATHING <br />TO FA5GIA WITH 2 %NO.113" <br />RING SHANK NAILS <br />® b" O.G. <br />w^ <br />2 Q <br />in <br />2xb FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" RBNF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SEE UPLIFT CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8 REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d 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 />i CONNECTOR 5PEGIFIGATION5 <br />i♦i <br />Ei <br />;zqw-m- <br />-WAIM11FAIRIMMOUIVA <br />SECTION <br />SCALE: 3/4'=1'-0' <br />TRU55 OVERFRAMING <br />PER PLAN <br />ROOF TRU55E5 <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />20 SECTION <br />SCALE: 3/4'=1'-0' <br />2xbxl2" OR (L OF OPENING <br />2X8XI2 P.T. <br />CENTER BUCK <br />DIA. 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) 3/8" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2 Ac," <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 (8" MAX.) <br />GA %6E DOOR BUCK DETAIL <br />K SCALE: NTS <br />PROVIDE 5OLI1D SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <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 />2xb FA5GIA <br />-SEE ARCH <br />REINF. MASONRY 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" LE65 <br />SECTION <br />3 SCALE: S/4"=1'-0" <br />VALLEY SET <br />OVERFRAMING <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I GALL OVERMAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM <br />�—GONTIN. PREGA5T HEADER <br />F, <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />M1�50NR1 PIER DET� I L <br />L SCALE: NT5 TRIPLE WINDOW SIM. <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 FASCIA <br />TYPICAL RETROFIT DETAIL P. -S5 EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2'x0.131" <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ONI-72178 PAF's <br />FASTEN EXTERIOR SHEATHING TO — <br />2x BLOGKIN6 w/ 2 Y2'xO.131" NAILS <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 />d HORZ. REINF. 5PEG5 <br />RETROI=IT DETAIL <br />P SCALE: -0" <br />� SECTION <br />SCALE: S/4"=1'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. INALL <br />REINFORCING DETAIL <br />SCALE: NT5 <br />ROOF TRU55E5 <br />-5EE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8' REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />3/»"xO.113" RING SHANK <br />2x4 FLAT BLOGKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />WA" DIA. x %4" TAPGON <br />(2)3 Y2"xO.13I" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />&B, <br />CTIOALE: 8/4'=1'-0' <br />•' <br />e <br />15 <br />a No -7 Q <br />; . <br />- pF <br />cr <br />• W <br />:w <br />V.ti <br />: I DEC\\' <br />6 2021 <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc <br />a. Z <br />..J w <br />W <br />Z <br />CJ <br />CD <br />\/ Z <br />i Z <br />r- <br />W <br />pa. <br />J <br />N <br />a <br />o� <br />z <br />C.� <br />A <br />d. aL <br />CMJQ <br />CC <br />UJ F- <br />cn <br />c <br />3 w <br />•5 <br />a <br />Jz <br />< <br />W <br />0 <br />Y <br />� <br />y <br />W <br />mp _ <br />O N <br />M&K project number: <br />068-2001 1 <br />project mgr. JSB <br />drawn by: DJ R <br />NOTES: issue date: 1 2-1 4-21 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wb "x4" TAPGON5 6" REVISIONS: <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF <br />BUCK. date: <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 EXI5TING 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. SUCCESSIVE BUCK. <br />4. MIXIN6 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 BUGK W/ (2) <br />ROWS OF 2 YYW.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />MANUFACTURER <br />WI NDOW/DOOR 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). SEE TYP. FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN <br />SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE <br />STRUCTURAL PLANS FOR INSTRUCTIONS. <br />ADDITIONAL CONNECTION <br />4FO NOT 5HOWN HERE FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />A5TEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EX15T'6 LOCATED PER PLAN <br />IMP50N M5TMI6 TW15T STRAP. SLAB, EPDXY DRIVE I 11;�l 4 IN GROUTED CELL <br />A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. I - <br />LONG TITEN 5GREW5 30" LAP SPLICE I I I 0 <br />ROVIDE M015TURE BARRIER I I I z <br />'LATE (PER TRU55 MANUF) <br />AGH TRUSS. <br />'ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO `� �z <br />:OOF TRU55E5 ® EVERY OTHER BAY GRADE _ <br />ASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG -II <br />APGON5. FASTEN BLOGKIN6 TO ROOF <br />O <br />RU55E5 w/ (2) 3 Y4 "xO.131" NAILS ® EA. END.1I- <br />M 155ED DOWEL RETROI IT DETAIL <br />SCALE: NTS SIM. • CMU STEM FOR DROPPED GRADE <br />4xb P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 9" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU 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 />J <br />� <br />d <br />w <br />w <br />� <br />p <br />0 <br />J <br />H <br />j <br />IL <br />� <br />Q <br />sheet: <br />initial: <br />Q <br />0 <br />J <br />LL <br />z <br />r�(L�1 <br />v1 <br />'Q <br />U) <br />r'Q <br />V <br />'< <br />� x <br />0 z <br />J J <br />SDW2 <br />