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FASTEN ROOF 5HEATHING <br />TO FASCIA WITH 2 %"0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />Ljf <br />2x6 FASCIA <br />W <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />SCALE: 3/4"=1'-0" <br />TRU55 OVERFRAMING <br />PER PLAN <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOGATED <br />LE55 THAN I 2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR OOF TRUSSES <br />GONNEGTOR X PER PLAN <br />SPECIFICATIONS <br />8 GMU BOND BEAM PROVIDE M015TURE BARRIER <br />IN (I) #5 GONT. PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />51 <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. VA <br />VERT WALL REINF. TO <br />8 HORZ. REINF. SPECS EXTEND INTO BOND BEAM <br />20 SECTION <br />BOND -BEAM- <br />f-GONTIN. PREGA5T HEADER---' <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />F_ I I I <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L M�50NRY PIER DET� I L <br />5GALE: NT5 TRIPLE WINDOW SIM. <br />2x4 ® 16"o.c. FASTENED - <br />TO GABLE END TRU55 w/ <br />(20' 0.131" TOENAILS. <br />GABLE END VERTICAL WEB <br />REINFORCING AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/ Y2" PIA. <br />ANGHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING EDGE <br />NAILING - 2 Y2"xO.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM GHORD OF <br />TRU55 TO P.T. 51LL PLATE w <br />Y4" DIA. x3Y2" LONG 5D5 <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 "/-j <br />(1) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO! <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />FASTEN SHEATHING TO 2x4- <br />BLOCKING w/ 2 %"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4"xO.I3I" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />L2x4 BRAGE w/2x4 T-BRAGE, <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 TRUSS BOTTOt <br />(NOT REQ'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />4'-I" 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 />5E�U� <br />2 SCAL <br />TYP I GAL OVERPRAM I NG <br />CONNECTION DETAIL <br />50ALE: N.T.5. <br />MAIN ROOF SHEATHING <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN 1 Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"0.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />ALL LAPS IN MASONRY 25" <br />- RUNNING BAR—, <br />#5 BENT CORNER BAR <br />MAIN ROOF TRU555 GROUTED CELL <br />TYP. CORNER VERT. MLL <br />REINFORCING DETAIL <br />SCALE: NTS <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM EN05 AND 169" O.G. MAX. TAPGON5 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 />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 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 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. <br />MANUFACTURER <br />W <br />INDOW/DOOR BUCK DETAIL <br />H ALE: NTS <br />SECTION <br />3 SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />5GHEDULE 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" LE65 <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Yz"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 />(1) #5 IN <br />BOND BEAM <br />---- ------ w <br />7 <br />\_ PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />`— (1) #5 VERTICAL IN GROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />TRE I NPORC I NG DETAIL Q=YT�;S <br />CALE:N <br />4x6 P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />SHANK <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />(FU�TID/ <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, G" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO 1205T CONN. <br />SCALE: 3/4"=1'-0" <br />seal: <br />.��� c-,> <br />*%% <br />® ' <br />°, AT Of- <br />© copyrightN 1LIiEF I K6 <br />structural Engineering, Inc. <br />oZ <br />_J <br />W <br />w <br />Z c <br />C-0 rn <br />Z <br />w a <br />J CD <br />°D <br />Q .n <br />m <br />Z QU <br />U Q <br />�_ �E <br />rr <br />W� �r, <br />= <br />j <br />m E <br />0 <br />J� Qo <br />.Z CD <br />LYCP <br />to <br />p oC4- <br />2(9 <br />y m M <br />LU N <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: D R <br />issue date: `j 0-20.21 <br />REVISIONS: <br />date: initial: <br />1210b1202I DR <br />FRENCH DOOR REVISIONS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED SEE DETAIL I ON <br />EQUAL (I.E. 51MP50N ET EPDXY). STRUCTURAL PLANS FOR <br />2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION ADDITIONAL CONNECTION <br />2xbxl2" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFO NOT SHOWN HERE Q <br />2X8X12"P.T. 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HOWN <br />CENTER BUCK INSTRUCTIONS. HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />FUTURE 8" GMU SIMP50N M5TMI6 TWIST STRAP. 0 <br />FASTEN STRAP TO GMU Y4/ (4) Y4" DIA, x 2 <br />BLOCK #5 VERT. BAR TO BE Y4" LONG TITEN 5GREW5 ,=, LL <br />%" DIA. ANCHOR DRILL 6" INTO EXIST'G I7ft <br />LOCATED PER PLAN <br />IN GROUTED CELL PROVIDE M015TURE BARRIER <br />SLAB, EPDXY 8 DRIVE I I I PLATE (PER TRU55 MANUF.) ® I , <br />#5 DOWEL, PROVIDE MIN. EAGH TRU55. T _ T Q 2X4 P.T. TOP BUCK 30 LAP SPLICE I I I mo w <br />N I z PROVIDE 2x FLAT BLOCKING FIT TIGHT TO '- <br />2X(q OR 2X8 P.T. BUCK = I I I ROOF TRUSSES ® EVERY OTHER BAY I� 0 a <br />EACH 51DE OF OPENING FASTENED TO GMU w/ (3) )/4" DIA. x 3 Y2" LONG r n <br />-VERIFY CONN. REQ'MT w/ TAPGON5. FASTEN BLOCKING TO ROOFIJ <br />v 1 <br />DOOR MANUFACTURER � a� TRUSSES w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADEIi ,I 1(- iTi <br />EMBEDMENT AT EACH DOOR BRAGKET, =I I —III —I I=III I I -III l I I —I I— W <br />EACH 51DE OF DOOR. PROVIDE I /2" A&," p =III —I I —I I -III ' a I=I I I=I I I -I I- <br />=III —I <br />THICK WASHER W/ EACH ANCHOR 05T BOLT = '-III-III-III a I —III —I I- <br />'I—ICI=ITT ICI=I�I— <br />TO BE 8 MAX ABV. CURB REST EQUALLY -_ _ I I-_- °-_I=) � I-- RETI�O� I T �ETI't I L <br />SPACED APPROXIMATELY 24" O.G.) ,=I I L-I I -III I I -I I i <br />0 <br />" <br />START BOLTS AFTER <br />GARAGE CURB 0" MAX.) <br />K G (1 DOOR BUCK DETAIL <br />.5GALE: NT5 <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />o z <br />J J <br />SDW2 <br />I <br />I r I <br />