Laserfiche WebLink
FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RIN6 SHANK NAILS - <br />6" O.G. <br />jA <br />2x6 FASC <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wl <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4"=1'-0" <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5 SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 6.T. <br />2x4 FLAT BLOGKIN6 @ 16' o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />ROOF TRUSSES <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />2x4 @ I6"o.c. FASTENED - <br />TO 6ABLE END TRUSS w/ <br />(2)3"xO.131" TOENAILS. <br />6ABLE END VERTICAL WEB - <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED — <br />TO BOND BM. W/Y2" DIA. <br />ANCHOR BOLTS @ 32" O.G. <br />WITH 7" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2)'2"xO.131" NAILS <br />® 6"O.C. <br />FASTEN BOTTOM CHORD \OF <br />TRU55 TO P.T. SILL PLATE Ni <br />Y4" DIA. x3Y2' LONG 505 <br />5GREW5 @ 16" o.c. <br />PROVIDE MOISTURE —/ <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"x0.113" <br />RING SHANK NAILS @ 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131 " <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOGKIN6 @ 4e <br />SPACED ®4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS ®12" O.G. <br />TIGHT BETWEEN TRUSS BOTTOf <br />(NOT REQ'D AT TRU55 HEIGHTS <br />GHOR05 AND NOTCH AROUND <br />W\ <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS 6" O.G. <br />SECTION <br />2 SCALE: 3/4"=1'-0" <br />5HT6. TO HIP <br />.113" RING <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO! <br />FASTEN BOTTOM CHORD OF C7YMTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N @ 24" O.G. <br />8 GMU BOND BEAM w/--1 H6AMIOKTA GLIP @ 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />C -SEE PLAN FOR VERT. <br />SECTION � HORZ. REINF. SPECS <br />SCALE:3/4"=I'-0" q SECTION <br />SCALE: 3/4"=1'-0' <br />BOND-BEAM <br />-GONTIN. PRECAST HEADER -------'- <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MA50NRY PIER DETAIL <br />L SCALE: NTS TRIPLE WINDOW SIM. <br />TYP I CAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 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 />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRIJ555 <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/(b"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E 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 />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (5) ROW5 OF 3"x0.131" 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 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. <br />MANUFACTURER <br />W I NDONDOOR BUCK DETAIL <br />SCALE: NTS <br />.' <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />3 SECTION <br />SCALE: 3/4"=1'-0" <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />N <br />w <br />fY <br />4 <br />} <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WNALL <br />RE I N�ORC I NCG DETAIL <br />SCALE: NTS <br />2x6xl2" OR Ck OF OPENIN6 <br />2X8X12 P.T. <br />CENTER BUCK _N\_1_ f � <br />I <br />I <br />IL <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO 2x FASCIA <br />TYPICAL RETROFIT DETAIL P. -SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRUSS BAY w/ 2 Y2"x0.131" <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 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 />HORZ. REINF. 5PEG5 <br />SECTION <br />ROOF TRU55E5 <br />-SEE PLAN <br />UPLIFT CONNECTOR <br />-PER SCHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />(1) #5 IN <br />BOND BEAM <br />-------------- <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />(IF REQ'D PER PLAN) <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 />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />VERT. RE I NPORC I NG DETA I L <br />SCALE: NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. SIMPSON ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />3/8" DIA. ANCHOR —� DRILL 6" INTO EXI5:---\j <br />I LOCATED PER PLAN <br />SLAB, EPDXY d DRIIN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUGK 30" LAP SPLICE I I <br />N I I z <br />2X(6 OR 2X8 P.T. BUCK Q <br />EACH SIDE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ ° <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2' 6RADE a I I—III=III=1 I II III. <br />EMBEDMENT AT EACH DOOR BRACKET, -1 I I —I I I —I I J—I I I ° I —I 1=1 I I —I I I- <br />EAGH 51DE OF DOOR. PROVIDE 012"Ab" p . I —I 1- <br />—ICI—I��—III ICI—ICI-1�1- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV CURB REST EQUALLY I —I —III I - <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4"=1'-O" <br />seal: <br />® <br />m o <br />o <br />c <br />OF Ira <br />0 Ni <br />2021 <br />© copyright : MULHE�q� <br />LPG` <br />Structural Engineering, <br />Inc. <br />Z <br />M <br />JLU <br />w <br />w <br />Z <br />c <br />CDrn <br />z <br />w <br />J <br />0- <br />i <br />Q <br />z� <br />Q o <br />c? <br />H <br />U <br />♦ <br />EL <br />ac <br />Wcr <br />tEi <br />-o cc <br />•5 <br />cn <br />x <br />°O E <br />Q <br />J� <br />Q <br />CD CD <br />LU <br />Y CEO <br />p <br />o cc�QQ <br />y <br />W <br />m �h <br />�o N <br />ci'i <br />M Q. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />DJ R <br />issue date: 1 <br />2- `j 8-21 <br />REVISIONS: <br />date: initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT 5HOWN HERE <br />Q <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />0 <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />U. <br />Y4" LON6 TITEN 5GREW5 <br />rQ <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) @ <br />�...� <br />T,T <br />W <br />0 <br />EACH TRU55.. <br />T T T <br />- PROVIDE 2x FLAT BLOGKINC6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />0 <br />a <br />IL <br />x <br />FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />n <br />v! <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. <br />Z) <br />A. <br />SPACED APPROXIMATELY 24" O.G.) — I I— II �,I i = RETI I T PETAI L I—' W U <br />—III. III,,,III,;,III P n-, n <br />SCALE: 3/4 -I -0 <br />START BOLTS AFTER <br />6ARA6E CURB 0" MAX.) <br />R GEDOOR BUGK DET,� I L&vL <br />ALE: NTS <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG1 E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />J cv u�i <br />U) <br />sheet: <br />SDW2 <br />