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rv. <br />d <br />e. <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />$ CONNECTOR IF TRUSS 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 />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w <br />%n <br />LU <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />© S" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1 <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 />I SECTION <br />SCALE: 3/4"=1'-0" <br />2 %"x0.113" RIN6 SHANK <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EAGH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 6.T. <br />2x4 FLAT BLOGKINB @ 16" O.C. <br />FASTENED TO BOND BM. <br />w/Y4' DIA. x 3Y4 TAPGON <br />ROOF TRUSSES <br />(2)3 Yz"x0.131" -SEE PLAN — <br />2x4 @ 16"o.c. FASTENED - <br />TO GABLE END TRUSS w/ <br />(20'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. NIY2" VIA. <br />ANCHOR BOLTS ® 52" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2 Y2"xO.131" NAILS <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />A" 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 />W GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4 <br />BLOGKIN6 w/ 2 %"xO.113" <br />RING SHANK NAILS @ 4"O.G <br />2'-0" MIN I I I I <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO, ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 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 />(4) 3 Y4"x0.131" FASTEN ROOF 5HEATHIN6 TO <br />NAILS FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BL0GKIN6 ® 48 <br />SPACED @ 4'-0" 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 TRUSS BOTTOf <br />(NOT REQ'D AT TRUSS HEI6HT5 <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOGKIN6 H/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS 6" O.G. <br />2 )�K�7516 <br />��I� <br />5HT6. TO HIP <br />.113" RIN6 <br />9 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT GONNEGTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />I FASTEN EACH OVERFR <br />TRUSS TO TRU55 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 CLIP ® 48"O.G. <br />VERT WALL REINF. TO (1) #5 BAR5 CONT. (GONNEGTOR INGL'O IN PAGKA6E) <br />EXTEND INTO BOND BEAM VERT WALL REINF. TO <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM TYP 1 CAL OVER�RAM I NG <br />•} SECTION I HORZ, REINF. 5PEG5 <br />f SCALE: 3/4"=1'-0" (DIA <br />ECTI oN GONNEGTION DETAIL <br />NLE: 3/4"=1'-0" <br />-BOND-BEAM <br />© _,---GONTIN. PRECAST HEADER------"- <br />5" 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 />M50NRY PIER DETI I L <br />Q=nA <br />LE: NTS TRIPLE WINDOW SIM. <br />SECTION <br />3 SCALE: 3/4"=1'-0" <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2' FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2' 2x FASCIA <br />FROM UPLIFT GONNEGTOR, REFER TO _5EE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI ON112P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING w/ 2 Y2'xO.131" NAILS <br />3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />SECTION <br />SCALE: 5/4"=1'-0" <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF. <br /><TEND INTO <br />BEAM <br />(1) #5 IN <br />BOND BEAM <br />r------- -- --- --- L <br />w <br />ALL LAPS INMA50NRY25" I ---------------- } <br />PRECAST LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />w <br />PLAN <br />} <br />MAIN ROOT= IATHINB I 4x6 PJ..T. PROVIDE (1) <br />(U #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) P05T <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />I OF POST, 9" MIN <br />END LENGTH <br />4 BENT CORNER BAR <br />DROPPED <br />BEAMS <br />MAIN ROOF TRU555 GROUTED CELL PER PLAN <br />NOTES: <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (5) ROW5 OF 3"xO.131" NAILS 5TAB6ERED @ 12" O.G. <br />EA. 5000E551VE 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 BUGK W/ (2)Iz— <br />ROWS OF 2Y2"xO.131" NAILS @ 169" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />MANUFACTURER <br />H WINDOW/DOOR BUCK DETAIL <br />SCALE: NTS <br />NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES <br />TYP. CORNER PERT. WALL <br />RE I NPoRG I NG DETAIL VERT. REINFORCING DETAIL <br />SCALE: C <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR <br />SCALE: NTS <br />2x6x12" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL <br />2XSXI2"P.T. 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN <br />CENTER BUCK __"_� F� INSTRUCTIONS <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EXIST'G I <br />#5 VERT. BAR TO BE <br />DIA. ANCHOR <br />Q <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />SLAB, EPDXY $ DRIVE I I <br />d <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK <br />30" LAP SPLICE I I <br />I mo <br />N <br />I <br />I z <br />2X6 OR 2X8 P.T. BUCK <br />I I <br />I <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER <br />�p <br />Lr <br />.I <br />C I —I <br />I=I1 <br />I —I 11=IPROVIDE <br />(5) 3/g" DIA. J-BOLT W/ 5Y21,GRADE <br />_ <br />_ <br />Q. a I I -I I -I I I -I II III_ <br />EMBEDMENT AT EAGH DOOR BRACKET, <br />= I — I —I I— I <br />< . <br />I I -I I (-I I I=I I - <br />I —I I (—I I <br />EACH SIDE OF DOOR. PROVIDE I Y2°x3i(b' <br />O <br />—ICI=ICI—ICI <br />ICI —ICI —ICI- <br />THICK WA5HER W/ EACH ANCHOR (I5T BOLT <br />--' <br />-III=III=III <br />°' . ` <br />. e <br />I —I I -I I I- <br />TO BE 8" MAX ABV CURB REST EQUALLY <br />I=III-III <br />III -I - <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"= I'-0" <br />seal % <br />4 <br />=�o <br />® o <br />0 <br />© copyright : MULAEI _MLP <br />Structural Engineering, Inc. <br />o Z_ <br />JC <br />w <br />w <br />Z_ <br />c <br />rn <br />Z <br />Z <br />w <br />+� <br />Q <br />oc <br />Z= <br />U_ <br />A <br />� ��- <br />t <br />UJ <br />E <br />m E <br />Q <br />JZ <br />Q A <br />W <br />�p <br />�o <br />Y CP <br />c� <br />y <br />m � <br />W <br />C N <br />cc <br />c'M Cl <br />MW project number: <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />BC <br />issue date: 01-1 8-2 2 <br />REVISIONS: <br />date: <br />initial: <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />'Q <br />INFO NOT SHOWN HERE <br />0 <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TW15T STRAP. <br />0 <br />FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 <br />LL <br />Y4" LON6 TITEN 5GREW5 <br />,=, <br />�C <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) ® <br />iTi <br />W <br />EACH TRU55. <br />z <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />�, <br />O <br />a <br />a <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />T n <br />v 1 <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />5PAGED APPROXIMATELY 24 O.G.) �- I I— I I i I i= RETRO�-OT <br />DET� 1 L I wscALE: 33 <br />START BOLTS AFTER <br />6ARA6E CURB W' MAX.) <br />K 6ARA&E DOOR BUCK DETAIL <br />SCALE: NTS <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. ® CMIJ STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDW2 <br />11 i 1.n-:uA'II auu fid_�,,o3emda' n1.:.:I:Acl- <br />