Laserfiche WebLink
FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. , <br />w <br />LU <br />u> <br />2x6 FASCIA <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. SPECS <br />SEE UPLIFT CONNECTOR - <br />SCHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <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 />SECTION <br />SCALE: 3/4"-I'-0" <br />TRU55 0VERFRAMIN6 <br />PER PLAN <br />SECTION <br />20 SCALE: 3/4"=1'-0" <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER 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 TRU55 MANUF) <br />EACH TRUSS. <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 TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2xbxl2" OR CL OF OPENING <br />2XSXI2 P.T. <br />CENTER BUCK <br />• <br />• 3/8" DIA. ANCHOR <br />2X4 P.T. TOP BUGK <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE 0/2"A," <br />THICK WASHER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />SPAGED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />6ARA6E CURB W' MAX.) <br />6E DOORBUCKDETAIL <br />&L4 <br />TS <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN 1 Y2" <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 />2x6 FASCIA <br />-SEE ARCH Er <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />SECTION <br />3 SCALE: 3/4'=1'-0" <br />VALLEY SET <br />0VERFRAMIN6 <br />ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) SIMP50N VTGR <br />24" O.G. <br />ROOF TRU555 <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />�— BOND -BEAM <br />�—GONTIN. PRECAST HEADER <br />S" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />:P <br />71 <br />DOUBLE WINDOW <br />MA NRY P 1 ER DETJ� I L <br />L SCALE: NT3 TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LESS THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BL0GKIN6 IN EA. TRUSS BAY w/ 2 <br />NAILS ® b" O.G. <br />FASTEN EA. 2x4 BL0GKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF'S <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BL0GKIN6 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 />4 HORZ. REINF. SPECS <br />p RETROFIT DETAIL <br />I- SCALE: 3/4"=1'-0" <br />SECTION <br />SCALE: 3/4"=1'-0" <br />ALL LAPS IN MASONRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. HALL <br />RE I N�ORC I NG DETAIL <br />SCALE: NTS <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5H0WN HERE <br />FASTEN EA. ROOF TRUSS TO GMU w/ <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" L0N6 TITEN SGREWS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BL0GKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPG0N5. FASTEN BLOCKING TO ROOF <br />TRU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF <br /><TEND INTO <br />> BEAM <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IMP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />IN5TRUGTI0N5. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15V6 1+1� <br />:: <br />SLAB, EPDXY $ DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />50" LAP SPLICE I I <br />�.I GRADE <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"XO.131" <br />8" GMU BOND BEAM w, <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />BY WINDOW/DOOR <br />MANUFACTURER <br />3/WxO.113" RING SHANK <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/ Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"XO.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: 3/4"= I'-0" <br />NOTES: <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FAGE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPG0N5 b" <br />FROM ENDS AND 16" O.G. MAX. TAPG0N5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <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 />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) R0W5 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 OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />R0W5 OF 2 Y2'x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S SPECS. <br />W I NDOW/DOOR BUCK DETA I L <br />SCALE: NTS <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5H0WN <br />HERE <br />I #5 VERT. BAR TO BE <br />70:1 <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />I_ <br />I z_ <br />I � <br />.., 4 . < <br />I � � rL <br />II I MI <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM P"OR DROPPED GRADE <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />SIMPSON L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO 1205T CONN. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GIFTED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />\ <br />seal: ®®®�! G. <br />/3 <br />z <br />'1 <br />®10 :a:Z <br />man•� A OF •� <br />b1, 1 <br />R1�.. <br />c � copyright : MUL✓HE JI4 f4�'114 <br />truct <br />Structural Engineering, Inc. <br />am M <br />Z_ <br />m <br />w <br />w <br />Z <br />N <br />t� <br />Z <br />w <br />aL <br />+ <br />< <br />Q <br />a� <br />� <br />Z= <br />cli <br />m <br />cn <br />`nUJa� <br />•5 <br />Q <br />m E <br />Z <br />Q1 <br />Irl- <br />CD <br />_! <br />W <br />C <br />o <br />o <br />m <br />y <br />W <br />_ <br />6N <br />am C <br />M n <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />JS B <br />drawn by. <br />DJ R <br />issue date, 12-1 <br />4-21 <br />1REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />sheet: <br />4 <br />O <br />LL <br />Q <br />� <br />O <br />Z <br />a <br />z <br />J <br />d <br />O <br />U <br />:D <br />Q <br />11 <br />r � <br />J <br />J� <br />SDM2 <br />