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I I It <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/a"x0.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />w <br />LU <br />Q <br />Ln <br />2x6 FASCIA <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. SPECS <br />ROOF TRUS <br />-SEE PLAN <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 />$ HORZ. REINF. 5PEG5 <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />°i GONNEGTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />_ EXTEND INTO BOND BEAM <br />i SHANK <br />HIP 6.T. <br />2x4 FLAT BLOCKING ® 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 TRU55 w/ <br />(20' 0.131" 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 T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 ED6E <br />NAILING - 2 Y2"x0.131" NAILS <br />® <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE <br />Y4" DIA. x3Y2" LONG 5D5 / <br />SGREWS @ 16" o.c. <br />PROVIDE MOISTURE —� <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF. <br />8 GMU BOND BE w/ <br />(1) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 %"0.113" <br />RIN6 SHANK NAILS @ 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4"x0.I3I" <br />TOENAILS EACH END <br />(4) 3 Y4"xO.131 <br />NAILS <br />L2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ®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 />T16HT BETWEEN TRUSS BOTTOt <br />(NOT REQ'D AT TRU55 HE16HT5 <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ SGREWS <br />EXTEND INTO BOND BEAM <br />/NAILS 6" O.G. <br />SECTION <br />2 SCALE: 3/4"=1'-0" <br />C A!_TCAI 5HT6. TO HIP <br />1.115" RIN6 <br />6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />f FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />EFVFA5N 130TTOM CHORD OF 6MTH (1) 5IMP50N VTGR <br />TO TOP OF WALL w/ SIMPSON @ 24" O.G. <br />8" GMU BOND BEAM w/__1 H6AMIOKTA CLIP ®48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-SEE PLAN FOR VERT. EXTEND INTO BOND BEAM <br />&FA575/� <br />IN HORZ. REINF. 5PEG5 <br />I'-0" SECTION <br />SCALE: 3/4"=1'-0" <br />-�— BOND -BEAM <br />ONTIN. PREGAST 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 WINDOW <br />QIA�.�NRY PIERDETA IL <br />TRIPLE WINDOW SIM. <br />TYP I GAL OVER�RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHIN6 TO <br />FASCIA WITH 2 3/8"x0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR 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 />SECTION <br />3 SCALE: 3/4"= I b" <br />PROVIDE SOLID SHIM BETINN TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 61REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <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 />HILT[ DNI72P8 PAF'S <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 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. SPECS <br />SECTION <br />4 SCALE: 3/4"=I'-0" <br />TRUSSES <br />PLAN <br />T GONNEGTOR <br />SCHEDULE <br />WALL REINF. <br /><TEND I NTO <br />> BEAM <br />(1) #5 IN <br />BOND BEAM <br />--I- ------- - -- - - - <br />w <br />I ALL LAPS 1NMA50NRY25" I ---------------- y� <br />I <br />PRECAST LINTEL, SEE PLAN <br />RUNNIN6 BAR FOR SPEGIFIGATION <br />w VERTICAL REINFORCEMENT PER <br />tY PLAN <br />MAIN ROOF SHEATHIN6 <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) <br />(IF REQ'D PER PLAN) P05T <br />5IMP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, "I" MIN <br />4 SENT CORNER BAR END LENGTH <br />DROPPED <br />MGROUTED CELL BEAMS <br />MAIN ROOF TRU555 <br />PER PLAN <br />NOTES: <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %N4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM ED6E OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROWS OF 3NO.I31" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROWS OF 2- "0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />MANUFACTURER <br />DOW/DOOR BUCK DETAIL <br />E: NTS <br />0H�2 <br />S <br />2xbxl2" OR <br />2XSXI2"P.T. <br />CENTER BUCK <br />TYP.CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />0� <br />NOTE: ALL HOOKS AND SPLIGES TO BE GONSTRUCTED AND 51ZED PER NOTES <br />. RE I NFORC I NG DETA I L <br />@�V�OTN;S <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 />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />I NSTRUGTI ONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />3/e" DIA. ANCHOR DRILL 6" INTO EX15T'6 D_ LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I I Q IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I - <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I O <br />I z <br />2X6 OR 2X8 P.T. BUCK I I f <br />EACH SIDE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ G <br />DOOR MANUFACTURER <br />• 1 ° II °III=1I1=1I1=1I1=1 <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" GRADE —III-III-I I (— <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE IY2"x3�(b" -I - -I - <br />THICK WASHER W/ EACH ANCHOR (15T BOLT -1 ,I I —I 1 1- I ' ° III -III- TO BE BE 8" MAX ABV. GURB REST EQUALLY I I I I I I I I l4.�► <br />SPACED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />6ARA6E CURB W' MAX.) <br />OF OPENING <br />GARAGE DOOR BUCK �DlAIL <br />K SCALE: Nrs <br />M 15SED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. • GMU STEM FM DROPPED GRADE <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4'=1'-0' <br />r <br />seal �'�`` • +s f °' f <br />BOG-A°S'; d� <br />° No 778 r; <br />STATE OF : I <br />0 . <br />i oki <br />�'✓/ �; L ORiDP - N -Zx� <br />© copyright % u" igkb <br />Structural Engineering, Inc. <br />CD <br />Z <br />J(= <br />w <br />w <br />Z c <br />z <br />w a <br />+ 0 <br />J <br />Q 0 <br />Z= <br />U_ ZZI <br />Q <br />t E <br />00 'S <br />°O E <br />=a > <br />J~ CD <br />Z °' o <br />;o <br />W Y <br />p o <br />2 <br />y m <br />W O C <br />C. M O. <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: BC <br />issue date. 05-14-2 1 <br />REVISIONS: <br />date: initial: <br />MAY 2 4 2021 <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />5IMP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN SGREWS <br />- PROVIDE MOISTURE BARRIER <br />IQ, <br />i , T <br />�J.� <br />Q <br />PLATE (PER TRUSS MANUF) ® <br />I , <br />EACH TRU55. <br />T _ i <br />w <br />n <br />I --I <br />- PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />0 <br />O <br />FASTENED TO GMU wl (3) Y4 DIA. x 3 Y2 LON6 <br />I� <br />._.I <br />L, <br />TAPGONS. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3Y4"x0.131" NAILS ® EA. END. <br />< <br />U••1 <br />'Q <br />p RETRO I T DETAIL W U <br />I- SCALE:-0" I..� <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEC IF I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />LO <br />'< U) <br />J J <br />sheet: <br />SDW2 <br />