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FASTEN ROOF SHEATHING <br />TO FASGIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />in <br />2xb FASCIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />&!41� <br />IO/4"=1 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />I GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />i SHANK <br />SEE UPLIFT CONNECTOR <br />SGHEDULE ON PLAN5 FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP G.T. <br />2x4 FLAT BLOCKING ® Ib" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %'" TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"x0.131" -5EE PLAN — <br />2x4 GATS ® I6"o.c. <br />FASTENED TO GABLE END <br />TRU55 w/ (20'x0.131" <br />TOENAILS. <br />GABLE END VERTIGAL WEB <br />REINFORGING A5 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 SHEATHING EDGE <br />NAILING - 2 Y2'x0.131" NAILS <br />® 6"O.G. <br />FASTEN BOTTOM GHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />A" DIA. x5l'2" LONG 505 / <br />SGREWS @ 16,0.6. � <br />PROVIDE M015TURE ---/ <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 3/e"x0.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF SHTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BRACE Pi/2x4 T-BRACE, <br />5PAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" <br />NAILS ® 12" O.G. <br />(NOT REQ'D AT TRU55 HEIGHTS <br />4'-1" OR SHORTER) <br />`VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />�S/ECTION <br />'- A 1tl --- SHTG. TO HIP <br />1.113" RING <br />b" O.G. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-5EE PLAN <br />- HIP JACK TRU55E5 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />FASTEN BOTTOM CHORD OF 6;NTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM w/-_j H6AMIOKTA GLIP ® 48"O.G. <br />VERT WALL REINF. TO (I) #5 BAR5 GONT. (CONNECTOR INGL'O IN PAGKAC <br />EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. EXTEND INTO BOND BE <br />SECTION I HORZ. REINF. 5PE65 <br />SECTION <br />SCALE= 8/4"= I'-O" <br />BOND -BEAM <br />_,__,GONTIN. 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 />QA��NRY PIER DETI I L TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />2x4 BLOGKING w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKING ® 4e <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOt <br />GHORDS AND NOTCH AROUND <br />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/ SGREWS <br />/NAILS ® b" O.G. <br />TYPICAL OVERFRAMING <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 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 />FASGIA WITH 2 %"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIA 1.-i <br />-5EE ARCH v" <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR SPEGIFIGATIONS. <br />IN ROOF SHEATHING <br />Cis <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />(Di:K_T5/1Rw <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />N ROOF TRU555 GROUTED CELL <br />I. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF WW'x4" TAPCONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I-Y2" MIN. FROM EDGE OF <br />BUGK. <br />2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN <br />TH15 GASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUGKED OPENING, U5E (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />H W I NDONDOOR BUCK DETAIL <br />SCALE= NT5 <br />TYP. CORNER PERT. WALL <br />RE I NPORC I NG DETAIL <br />SCALE: NTS <br />2xbx12 OR CL OF OPENING <br />2X8XI2 P.T. I <br />CENTER BUCK�f�I <br />-T <br />I <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 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 />2x FASGIA <br />-5EE ARCH <br />FASTEN EXTERIOR SHEATHING TO 2x4 <br />BLOGKING IN EA. TRU55 BAY w/ 2 Y2 "x0.131" <br />NAILS ® 6" O.G. _ <br />FASTEN EA. 2x4 BLOGKING IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI72P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOGKING w/ 2 Y2"x0.131" NAILS <br />® 3"O.G. - <br />8" GMU BOND BEAM w/ ' <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />(1) #5 IN <br />BOND BEAM <br />_T_ <br />7::1 <br />\_ PREGAST LINTEL, 5EE PLAN <br />FOR SPEGIFIGATION <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 5PLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTES <br />PERT. RE I NFORG I NG DETA I L <br />SCALE: WI S <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 />5EE TYP FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUGTIONS. <br />HERE <br />FUTURE 8 GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />NW DIA. ANCHOR � DRILL 6" INTO EX15T'G I I g IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. ( - <br />2X4 P.T. TOP BUGK 30" LAP SPLIGE <br />z_ <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER I III-1 I I-1 I I-1 11=1 <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADE ba, I I=III-III-III-III. <br />EMBEDMENT AT EACH DOOR BRACKET, =1 1=� 1=1 =1 I 1=1 I -I I -I 1-1 <br />EACH 51DE OF DOOR. PROVIDE IY2"xWobn =1 I —I I -III -I I < I-III=1 I I=1 1- <br />THIGK WASHER W/ EACH ANCHOR (15T BOL _; I I„I I„I I, 1- <br />T TO BE 8 MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) - <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />K GARAGE DOOR BUCK DETAIL <br />SGALC: NT5 <br />MISSED DOWEL RETROFIT DETAIL <br />SCA 1 RM SIM. • ow roam FM DROPPED GRADE <br />4xb P.T. <br />P05T <br />DROPPED <br />BEAMS <br />PER PLAN <br />ROOF TRU55E5 <br />-5EE PLAN <br />UPLIFT CONNECTOR <br />-PER SGHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />PROVIDE (1) <br />5IMP50N G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, cl" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />RETRO I I T DET.� 1 L <br />5EE DETAIL I ON <br />STRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />-FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N MSTMib TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN SGREWS <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />- PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGONS. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />seal: <br />-- A ' <br />0 <br />dt�'�., b♦ J'+E `mot.. rJ + 'L.� +. �., <br />��d11InI%%k <br />tD copyright: MULHERN & KUL -S <br />Structural Enginee n'Inc. <br />aCD <br />z <br />Z <br />JF= <br />W <br />W N <br />Z_ <br />CD <br />Z <br />WQ <br />J 0 <br />.0 <br />.44. a. <br />t E <br />m <br />W� 32 <br />v� - -a a <br />� �- <br />Q >� <br />J;: <br />Z <br />W <br />S <br />y m <br />LY g c <br />OC CM d <br />M&K project number: <br />068-2001 T <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 0 1 -2 6-2 `I <br />REVISIONS: <br />date: initial: <br />sheet: <br />h <br />d <br />SD2 <br />