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u <br />a" <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w <br />2x6 FA5GIA <br />-SEE ARCH <br />S" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />W REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />t HORZ. REINF. 5PEG5 <br />SEE UPLIFT CONNECTOR — <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />SPEGIFIGATION5 <br />S" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />S" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1)42" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />It— SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />l i CONNECTOR SPECIFICATIONS <br />I SECTION <br />5GALE: 3/4"=1'-0° <br />TRU55 OVERFRAMIN6 <br />PER PLAN --� <br />20 5ECTION <br />SCALE: 3/4"=1'-0" <br />` PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <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 OPENIN6 <br />2XSXI2 P.T. <br />CENTER BUCK <br />3/e" DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH SIDE OF OPENIN6 <br />-VERIFY CONN. REG'MT N/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"X3i((," <br />THICK NA5HER W EACH ANCHOR 05T BOLT <br />TO BE S" MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />START BOLTS AFTER <br />6ARA6E CURB (8" MAX.) <br />BUCK DETA I L <br />0�_��6EDC�IOR 5GALE: rrr5 <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />t CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 112" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, 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 5PEGIFIGATION5 <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />GONNEGT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL N/ 24" LEC75 <br />5ECTION <br />3 VALE.- 5/4'4-0' <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OYERFRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />-�— BOND -BEAM <br />_,___—GONTIN. PRECAST HEADER --�� <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />DOUBLE WINDOW <br />MA5ONRY PIER DETAIL <br />L WALE: NTS TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETN'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOGKIN6 IN EA. TRU55 BAY N/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKINS IN EA. <br />TRU55 BAY TO BOND BM. N/(4) <br />HILTI DNI72P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 N/ 2 Y2"xO.131" NAIL <br />® 3"O.G. <br />8" GMU BOND BEAM N/ <br />(1) #5 BARS GONT. <br />S" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />P �EITETf�IL <br />SECTION <br />SCALE: 3/4"=1'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />WALE: NTS <br />5EE DETAIL I ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU N/ <br />51MP50N M5TMI6 TN15T STRAP. <br />FASTEN STRAP TO GMU N/ (4)Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREN5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU N/ (3) Y4" DIA. x 3 YY LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 N/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />TRU55E5 <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"xO.1ln <br />2 %"xO.113" RING SHANK <br />8" GMU BOND BEAM Ni <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <br />SECTION <br />5GALE: 3/4'=►'-0" <br />seal, a 2 a <br />a <br />S A F 0s <br />v <br />r _ <br />✓ l <br />SOAR R 9a-M2 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />o 0 <br />z_ <br />w <br />w <br />zCJ <br />Z a— <br />z <br />w Q na.. <br />J <br />Z= <br />Eo� <br />WW <br />C17 <br />T —+ M E <br />I— W o <br />Z n0 <br />W Y C? <br />y m <br />Lil C N Cc M C. <br />M&K project number: <br />068- 1 9022 <br />NOTES: <br />project mgr: J S B <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %WX4" TAPGON5 6" drawn by. BC <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF iBUCK.ssue date: 09..2 ..2 '] <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. REVISIONS; <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. date: <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X 0212212 <br />BUCKED OPENIN6, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. ® NO" DOOR I <br />EA. SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REGUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) <br />RON5 OF 2Y2'x0.131" NAILS ® 16" O.G. FASTEN NINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />MANUFACTURER <br />GHANDOW/DOOR BL'GK DET,�IL <br />E:: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN61NEER 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 S" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXI5V6 1f <br />I <br />IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE I <br />I <br />J <br />#5 DOWEL, PROVIDE MIN. <br />I <br />30" LAP SPLICE I <br />I I <br />O <br />— <br />I <br />I <br />° <br />a , <br />1z <br />III —III —I <br />GRADE <br />— —I <br />-� I M I 1-1 M I S <br />° °° <br />`� <br />I MI I I —I I I=I 11= 1 <br />=ICI=ITI—ICI—III< <br />—ICI—ICI—ICI <br />I=21'1 <br />I—ICI—ITI—ILL <br />ICI —ICI —ICI- <br />III-1 11- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. A GMU STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "CUT" ON THE PLANS. <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />N/Y4" DIA. x 5144" TAPGON <br />(2)3 Y2"xO.131 " <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />P.T. <br />P0 <br />PO5T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, Cl" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4"=1'-0' <br />NUMBERED DETAILS ARE PLAN <br />SPECIFIC AND ARE ONLY REQU I RED <br />WHERE SPECIFICALLY INDICATED <br />("GUT") ON THE PLANS. <br />2 <br />q) <br />cz' ft4 <br />J <br />UJ <br />UJ <br />Ca <br />� <br />J <br />H <br />z <br />0 <br />0 <br />(n <br />0 <br />sheet: <br />initial: <br />DJR <br />'Q <br />Q <br />0 <br />J <br />ILL <br />U) <br />D <br />J <br />r'Q <br />V <br />�~ <br />I~ Z <br />O J <br />SD"2 <br />