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FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/b"x0.113" <br />RING SHANK NAILS <br />6" O.G. <br />w�w <br />in `- <br />2x6 FA5G14 <br />-SEE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SEE UPLIFT CONNECTOR — <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />I SECTION <br />SCALE: 3/4"=1'-0" <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />20 SECTION <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />4 GONNEGTOR 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 />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EACH TRU55. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EACH TRU55. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2xbxl2" OR CL OF OPENING <br />2X8XI2 P.Tzzj . <br />CENTER BUCK <br />• <br />• 3/e" 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 w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) 3/8" DIA. J-BOLT N/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE 0/2"Ab" <br />THICK NA5HER N/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />6ARA6E CURB (8" MAX.) <br />&vtARDOOR BUCK DETAIL <br />A6E <br />: NTS <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHING TO <br />FASCIA WITH 2 3/a"xO.II3" <br />RING 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. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ NALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />EKES <br />ION/4"=1'-0° <br />VALLEY SET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRUSS BELO. <br />KITH (1) SIMP50N VTGR <br />24" O.G. <br />MAIN ROOF TRU555 <br />T`I'P I CAL OVERFRAMIN6 <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM — <br />GONTIN. PRECAST HEADER <br />T_L7 <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />M�r50NR1' PIER DET�I L <br />L SCALE: NTS TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />NHERE TRUSS 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKING IN EA. TRUSS BAY N/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING vw/ 2 Y2"xO.131" NAIL <br />© 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU NALL - <br />-SEE PLAN FOR VERT. <br />i HORZ. REINF. 5PEG5 <br />RETROFIT DETAIL <br />SCALE: 3/4°=1'-0': <br />SECTION <br />SCALE: 3/4"= I'-0" <br />ALL LAPS IN MA50NRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED 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 />4FO NOT 5HONN HERE <br />ASTEN EA. ROOF TRUSS TO GMU w/ <br />IMP5ON M5TMI6 TH15T STRAP. <br />A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />If LON6 TITEN 5GREN5 <br />ROVIDE M015TURE BARRIER <br />'LATE (PER TRU55 MANUF.) <br />AGH TRU55. <br />ROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />:OOF TRUSSES @ EVERY OTHER BAY <br />A5TENED TO GMU W (5) Y4" DIA. x 3 Y2" LON6 <br />APGON5. FASTEN BLOGKIN6 TO ROOF <br />RU55E5 W (2) 3 Y4"x0.151" NAIL5 ® EA. END. <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />NALL REINF <br />VEND INTO <br />BEAM <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENC71 NEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />DOWEL, BLOW OR BRU5H GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK I V <br />DRILL 6" INTO EXIST'6 I� <br />SLAB, EPDXY d DRIVE I <br />#5 DOWEL, PROVIDE MIN. <br />50" LAP SPLICE I I <br />I I <br />e <br />6RADE _ <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU NALL - <br />-SEE PLAN FOR VERT. <br />& HORZ. REINF. 5PEG5 <br />BY NINDON/DOOR <br />MANUFACTURER <br />SHANK <br />2x4 FLAT BLOGKIN6 @ 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDON/DOOR, FASTEN BUCK TO MA50NRY N/ (1) RON OF %`x4" TAPGON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FA5TENED N/ GUT NAIL5 OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF NINDON/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X NOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, U5E (5) RON5 OF 3NO.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 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) <br />IRONS OF 242NO.131" NAILS ® 16" O.G. FASTEN NINDON/DOOR TO 2X PER <br />NINDON/DOOR MANUFACTURER'S 5PEG5. <br />WINDOW/POOR BUCK DETAIL <br />SCALE: NTS <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5HONN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N L5TAl8 <br />STRAP ON EACH <br />R- <br />IN GROUTED CELL <br />EXTERIOR FACE <br />OF POST, q" MIN <br />O <br />END LENGTH <br />z_ <br />DROPPED <br />BEAMS <br />I <br />PER PLAN <br />REAR WOOD LANAI <br />T1'P. BEAM TO 1205T CONN. <br />SCALE: S/4"=1'-0" <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. • GMU STEM POR DROPPED GRADE <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ,ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal; <br />,.. q 4 <br />6 <br />7 p <br />lV4d I tCY24 <br />� <br />w <br />6 <br />• "� STATE OF <br />4Q : <br />© copyright : 6(iiigw a a�'�°� <br />Structural Engineering, Inc. <br />oCD <br />z <br />JFr <br />w <br />w <br />z <br />c <br />z <br />w <br />a <br />+0 J <br />a <br />Zm <br />= <br />.a <br />Q Q <br />U <br />� 4 <br />pC <br />c <br />Q) <br />cn <br />� <br />3: <br />j <br />O° E <br />Jz <br />> <br />W <br />�0 <br />:2o <br />C? <br />oCO <br />Co <br />m Uh <br />W <br />C T— <br />N <br />C: <br />M M <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />JSB <br />drawn by: <br />DR <br />issue date: `I 0-04-21 <br />REVISIONS: <br />date: initial: <br />03/11/22 Dip, <br />FRS" DOOR REVISION <br />(n <br />J <br />0 <br />J <br />w <br />UJ <br />� <br />Ca <br />0 <br />n <br />d <br />� <br />h' <br />z <br />U <br />� <br />Q- <br />tu in di <br />(f � <br />C) <br />J J <br />sheet: <br />SD2 <br />