Laserfiche WebLink
PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />6" O.G. <br />U <br />= < <br />n <br />2x6 FASCIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />IN (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />0 8 HORZ. REINF. SPECS <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 Y2'x0.1 <br />8" GMU BOND BEAM wi <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"=I'-O" <br />2 3/WxO.113" RING SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP G.T. <br />2x4 FLAT BLOCKING ® 16' o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />ROOF TRUSSES <br />(2)3Y2"x0.131 -5EE PLAN" <br />LAN — <br />2x4 @ 16"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(2)3"x0.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING AS REG2URIED <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 l" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING E06E <br />NAILING - 2 Y2"xO.I31" NAILS <br />6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE w <br />Y4" DIA. x3Y2" LONG 505 <br />SGREWS ® 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 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />CONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOCKING"/ <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 BLOCKING ® 48 <br />SPACED @ 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 />TIGHT BETWEEN TRU55 BOTTOt <br />(NOT REO'D AT TRU55 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/ SGREWS <br />EXTEND INTO BOND BEAM <br />MAILS 6" O.G. <br />2 SECTION <br />SCALE: 3/4"=1'-0" <br />CAGTCAI �,-,,,C 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 TRUSS BELOI <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/--/ H6AMIOKTA GLIP ® 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />SECTION I HORZ. REINF. SPECS <br />SGALE:SECTION <br />SCALE: 3/4"=1'-O" <br />BOND-BEAM�- <br />-GONTIN. PRECAST HEADER <br />5" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />GAST-GRETE <br />WINDOW SILL, <br />OR EOUIV. <br />DOUBLE WINDOW <br />MA50NRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYPICAL OVERT RAM I N6 <br />CONNECTION DETAIL <br />50ALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />$ 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 />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />5GALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEGS <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOCKING IN EA. TRU55 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 DNI12P8 PAF'5 <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING w/ 2 Y2"xO.I31" 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 />ff HORZ. REINF. SPECS <br />SECTION <br />SCALE: 3/4"=1'-0" <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br /><TEND INTO <br />BEAM <br />(1) #5 IN <br />BOND BEAM <br />I } <br />ALL LAPS INMA50NRY25" ---------------- <br />\-- <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />tY PLAN <br />d <br />} <br />MAIN ROOF SHEATHING I (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) <br />(IF REO'D PER PLAN) P05T <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />I OF POST, q" MIN <br />END LENGTH <br />Z#5 BENT CORNER BAR <br />DROPPED <br />\/ <br />MAIN ROOF TRU555 GROUTED CELL BEAMS <br />PER PLAN <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE 112" 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 />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (5) ROWS OF 3"x0.131" 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 REOUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 y2"xO.I31" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />WINDOW/DOOR BUCK DETAIL <br />WALE: NTS <br />TYF. CORNER VERT. WALL <br />RE I NFORC I N6 DETAIL <br />SCALE: NTS <br />2x6x12" OR <br />2X8XI2 "P.T. <br />CENTER BUCK <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />VRE I NI=ORC I NG DETA I L <br />Q�SC�N� <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IMP50N ET EPDXY). SEE TYP FOUNDATION <br />2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHOR DRILL 6" INTO EX15T'6 I IN G OUTTED PER PLAN <br />SLAB, EPDXY DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I mo <br />cv I I z <br />2X6 OR 2X8 P.T. BUCK I I I <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REO'MT w/ <br />DOOR MANUFACTURER I III —III —III III —I <br />PROVIDE (5) %" DIA. J-BOLT W/ 5" GRADE <br />Y2_ _ a I1=III=III— Ii ,I I1. <br />EMBEDMENT AT EACH DOOR BRACKET,EACH 51DE OF DOOR. PROVIDE I /2"X%"�- <br />-III—III—III III —III —III <br />THICK WASHER W/ EACH ANCHOR (IST BOLT --' —I I MI I 1=1 I I 1=1 I I —I I I- <br />TO BE 8" MAX ABV CURB REST EQUALLY I=1 I I=III I�1 III —I I I - <br />SPACED APPROXIMATELY 24" O.G.) - <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />�t(51�110�OR �UGK DET�r I L�L�A <br />M 155ED DOWEL RETROI= I T DETAIL <br />SCALE: NTS SIM. ® CH) STEM FOR DROPPED GRADE <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />seal: `� <br />N 4 <br />S ATE <br />OF <br />s'®OAS <br />© copyright, MULHEISERLP2 '' 2021 <br />Structural Engineering, Inc. <br />Z <br />LU <br />w <br />w <br />z <br />o <br />rn <br />`— <br />Z <br />z <br />w <br />J <br />�- <br />a <br />.c <br />z= <br />aQ <br />I _ <br />44 <br />cc <br />UJi— <br />to <br />S <br />�o w <br />-5 j <br />3: <br />m E <br />Z <br />;. <br />W <br />M mo <br />H "i <br />Y <br />LO <br />Com <br />W <br />cm <br />o [v <br />cc <br />M C2 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J s B <br />drawn by: <br />BC <br />issue date: 09- `I 3-2 1 <br />REVISIONS: <br />date: initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN 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" LONG TITEN SGREWS <br />M< <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) ® <br />F, <br />W <br />EACH TRUSS. <br />T _ T <br />- PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />^.• <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGONS. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 4"x0.131 " NAI LS EA. END. <br />P W <br />DETAIL �' U jI 0 <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THI5 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE NHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />sheet: <br />'Q <br />Q <br />0 <br />J <br />JL <br />�W <br />V <br />z <br />rr(L� <br />uJ <br />r'Q <br />V <br />< <br />J J <br />SD2 <br />I I� � li it i li rll is i I <br />