Laserfiche WebLink
F,. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />_� <br />w <br />UJ <br />Q <br />%n <br />2x6 FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />PROVIDE SOLID SHIM BETN'N TRUSS <br />8 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 <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />214 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I SECTION <br />SCALE: 3/4"=1'-O° <br />2x4 ® 16"o.c. FASTENED - <br />TO 6ABLE END TRU55 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. N/Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILIN6 - 2Y2"x0.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4" DIA. x3Y2" LON6 5D5 <br />5GREW5 ® 16" o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRUSS MANUF.) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />2'-0" <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 />2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOGKIN6 @ 48 <br />SPACED <br />PACED ®4'-O" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS 12" O.G. <br />T16HT BETWEEN TRU55 BOTTOI <br />(NOT REQ'AT TRUSS HEIGHTS <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKING w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS 6" O.G. <br />SECTION <br />2 SCALE: 3/4"=1'-0° <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS 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 />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %NO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA <br />-SEE ARCHIr <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKING IN EA. TRUSS BAY w/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI_72P8 PAF'S <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING w/ 2 Y2'x0.131" NAIL <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. 5PEG5 <br />2 3/b"x0.113" RING SHANK FASTEN ROOF SHTG. TO HIP <br />G.T. w/ 2 /8 x0.113 RIN6 <br />NAILS @ 6" O.G. SHANK NAILS @ 6" O.G. (1) #5 IN <br />BOND BEAM <br />VALLEY SET <br />OVERFRAMIN6TRU55 —�------- ------ --- <br />ALL LAPS 1NMA50NRY25" I ---------------- <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />HIP 63. VERTICAL REINFORCEMENT PER <br />UPLIFT CONNECTOR W PLAN <br />2x4 FLAT BLOCKING @ 16" o.c. AV 1 -SEE PLAN y <br />FASTENED TO BOND BM. 1 <br />ROOF TRU55E5 w/Y4" DIA. x 3Y4" TAPGON I HIP JACK TRUSSES MAIN ROOF 5HEATHIN6 I (I) #5 VERTICAL IN GROUT FILLED CELL <br />-SEE PLAN ROOF TRUSSES <br />(2)3 Y2"x0.131 ° -SEE PLAN (IF REQ'D PER PLAN) <br />F, I <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <br />I FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELO: <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM w/--1 H6AMIOKTA CLIP @ 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION a HORZ. REINF. 5PEG5 <br />SCALE:3/4"=1'-0" � SECTION <br />SCALE: 3/4°=1'-O° <br />BOND-BEAM—� <br />_,,__—GONTIN. PRECAST HEADER <br />8" 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 />DOUBLE WINPOW <br />QtAU5 NR%l PIERDETIb I <br />ALE: NT5 TRIPLE WINDOW SIM. <br />TYFICAL OVER�RAMING <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />NOTES: <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOW/DOOR, FASTEN BUCK TO MA50NRY IN (1) ROW OF Wb"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE 172" MIN. FROM E06E OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF NINDON/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, USE (3) RONS OF 3"xO.131" NAILS STAGGERED @ 12" O.G. <br />EA. 5UGGE551VE 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 N/ (2) <br />ROWS OF 2 y2"xO.131" NAILS ® 16" O.G. FASTEN WINDON/DOOR TO 2X PER <br />BY MANUFACTURER <br />NINDON/DOOR MANUFACTURER'S 5PEG5. <br />MANUFACTURER <br />WINOONDOOR BUCK DETAIL <br />E: NTS HSCALS <br />T1'12. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />SECTION <br />SCALE: 3/4"=1'-0" <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />T. RE I WQ=X� ORC I NG DETAIL <br />NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />CE- OF OPENING DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUCTIONS. <br />HERE <br />FUTURE 8 GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />1�7 <br />LOCATED PER PLAN <br />3/8" DIA. ANCHOR DRILL 6" INTO EXIST'6 I I Q IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I m0 <br />2X6 OR 2X8 P.T. BUCK I I <br />EACH 51DE OF OPENING <br />-VERIFY GONN. REQ'MT w/ <br />DOOR MANUFACTURER I l . III=III=III=III=1 <br />PROVIDE (5) 3/a" DIA. J-BOLT N/ 5 Y2' GRADE a4. a' <br />EMBEDMENT AT EACH DOOR BRACKET, I - <br />EACH SIDE OF DOOR. PROVIDE I Y2"x3,(b" o ...—I I —III —I 1- <br />-I � I —I � I —I � I III —I <br />THICK NASHER W/ EACH ANCHOR (15T BOLT --' '—I I=1 I=1 I a <br />TO BE 8" MAX ABV CURB REST EQUALLY I —III —III III —I 1I- <br />se&,%—;��, <br />�0 77824 <br />;La <br />' OF . <br />S 10 t4 ' ' <br />- <br />c con ICE <br />o PY g ftofo n 5 2021 <br />Structural Engin Inc. <br />Y.� z <br />z <br />Jcc <br />w <br />TRUSSES <br />UJ <br />= z o <br />PLAN <br />� C rn <br />z <br />w oa.. <br />J 5 <br />Q .a <br />z= Q U <br />T CONNECTOR <br />U � <br />SCHEDULE <br />v <br />CIS j <br />Z—+ m E <br />WALL REINF. <br />Q > 1 <br />Q <br />CM <br />J <br />{TEND INTO <br />Z •-a_ <br />op <br />BEAM <br />0 co <br />oCCO <br />y m ch <br />Nd C N <br />CC M CL <br />M&K project number: <br />068-2001 1 <br />project mgr: is; <br />drawn by: p R <br />issue date: `j 0- `j 9-2 `j <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />P.T. <br />PO5 <br />P0T <br />PROVIDE (1) <br />51 MP50N LSTA 18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, T MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR W000 LAN, <br />T1 F. BEAM TO 1205T CONN. <br />SCALE: 3/4"=I'-0" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHONN HERE <br />—FASTEN EA. ROOF TRU55 TO GMU w/ <br />SIMPSON M5TMI6 TN15T STRAP. <br />FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 <br />i <br />Y4" LON6 TITEN 5GREW5 <br />i <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) @ <br />TTT <br />W <br />EACH TRU55. <br />f <br />T T T <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />^ <br />O <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2' LONG <br />1(D <br />TAPGONS. FASTEN BLOGKIN6 TO ROOF <br />T <br />TRU55E5 w/ (2) 3 Y4x0.131" NAILS ®EA. END. <br />►.�-I <br />SPACED APPROXIMATELY 24 O.G.)RETRO -0I T:TAIL <br />III=III=III III <br />V <br />5GALE: 17 <br />START BOLTS AFTER <br />6ARA6E CURB 68" MAX.) <br />GAGE 1�OOR BUCK DETAIL <br />L <br />K 5GALE: NT5 <br />M 155ED DONEL RETRO� I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE 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 />sheet: <br />Q <br />0 <br />iJ <br />w <br />U) <br />0 <br />z <br />rrCL <br />VI <br />< <br />J <br />r� <br />U <br />� Z <br />J J <br />SD2 <br />