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PROVIDE 50LID SHIM BETW'N TRU55 <br />I$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 IS 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 VxO.113" <br />RIN6 SHANK NAILS <br />@ 6" O.G. <br />jA <br />LU <br />2x6 FA5GI <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"xO.l:_� <br />8" GMU BOND BEAM wi <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />I$ HORZ. REINF. 5PEG5 <br />I SECTION <br />5GALE: 3/4"=1'-0" <br />2 3/8"x0.113" RIN6 SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) @ <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />HIP 63. <br />2x4 FLAT BLOGKIN6 @ 16" ox_ <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPCON <br />ROOF TRU55E5 <br />(2)3 J/2"x0.131„ -SEE PLAN — <br />2x4 @ 16"o.c. FASTENED <br />TO 6ABLE END TRUSS w/ <br />(2)3"x0.131" TOENAILS. <br />FASTEN SHEATHING TO 2x4 <br />BLOGKIN6 w/ 2 %"xO.113" <br />FTOENAIL5 <br />2x4 BLOCKING w/ <br />(3)3Y4"x0.131" <br />RING SHANK NAILS @ 4"O.G. <br />EACH END <br />" MAX <br />11 <br />2'-0" MIN <br />GABLE END VERTICAL WEB <br />LI <br />REINFORGIN6 AS REQURIED <br />ROOF 5HT6 <br />i <br />(4) 3 Y4"x0.131" <br />BY TRU55 MANUF. <br />SHALL BE <br />I <br />i <br />NAILS <br />2x8 P.T. PLATE FASTENED <br />GONT. 24" MIN <br />TO BOND BM. W/Y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLTS © 52" O.G. <br />WITH 7" (MIN.) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 E06E <br />NAILING - 2 Y2"xO.131" NAILS <br />@ 6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE w/ <br />Y4" DIA. x3Y2" LON6 5D5 <br />SCREWS @ 169" o.c. <br />PROVIDE MOISTURE <br />2x4 BRACE w/2x4 T-BRACE, <br />SPACED 4'-0" O.G. MAX. <br />PROVIDE 2x4 BLOCKING @ 4E <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />O.G. IN FIRST (3) BAYS OF <br />WOOD MEMBERS ON GMU <br />NAILS @ 12 O.G. <br />ROOF TRU55E5-GUT TO FIT <br />(PER TRUSS MANUF.) <br />(NOT REOV AT TRUSS HE16HT5 <br />TIGHT BETWEEN TRUSS BOTTOt <br />CHORDS AND NOTCH AROUND <br />8" GMU BOND BEAM w/ <br />4'-1" OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOCKING SCREWS <br />/NAILS @ 6"" O.G. <br />-SEE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />i HORZ. REINF. SPECS <br />SECT ION <br />2 SCALE: SI4 I'-0" <br />C A f--r-c : h` 5HT6. TO HIP <br />.113" RIN6 <br />0 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRU55E5 <br />f FASTEN EACH OVERFR <br />TRUSS TO TRUSS BELO, <br />FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ SIMP50N @ 24" O.G. <br />8 GMU BOND SEAM w/ H6AMIOKTA CLIP @ 48"O.G. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGLV 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 />(DSE�/i <br />ON � HORZ. REINF. 5PEG5 <br />4"=1'-0° &EE7�511% <br />F, <br />BOND -BEAM <br />��GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />GA5T-GRETE <br />WINDOW 51LL, <br />OR EQUIV. - <br />DOUBLE WINDOW <br />t��NRY PIERDET� I L TRIPLE WINDOW 51M. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP I CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />NOTES: <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN 112" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS <br />i.' <br />SECTION <br />ALL LAPS IN MASONRY 25" <br />- RUNNING BAR—, <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" LE65 <br />w <br />d <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 J/2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-5EE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOGKIN6 IN EA. TRUSS BAY w/ 2 <br />NAILS @ 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRUSS BAY TO BOND BM. w/(4) <br />HILTI ONI12P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS <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 />ZU <br />TION 3/4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />se�s`�®� �. FR/� `` d <br />�•GENSF�Ncy <br />• o <br />: <br />: LU <br />• 'o : TE OF : (u <br />S <br />,• <br />S1ON P\- `�'' <br />' 1 <br />© copyright :hb6 <br />Structural Engineering, Inc. <br />aCD <br />Z <br />.J cc <br />W <br />TRUSSES <br />w <br />Z o <br />PLAN <br />� � <br />� Z Q <br />o� <br />w <br />J � <br />co <br />Q <br />m <br />Z Q U <br />C 7 l- <br />_ tM <br />T CONNECTOR <br />va w <br />SCHEDULE <br />C/7 j <br />X� m E <br />WALL REINF. <br />a >. <br />Q r- <br />Z CD <br />(TEND INTO <br />CP <br />' BEAM <br />� � Yo c� <br />o <br />CO <br />y m` U� <br />W o N <br />OC M o. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `j 0-2 9-2 `j <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />MAIN ROOF 5HEATHIN6 <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. <br />(IF REQ'D PER PLAN) POST <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />0 <br />STRAP ON EACH <br />EXTERIOR FACE <br />POST, q" MIN <br />Cz <br />OF <br />45 <br />END LEN6TH <br />' <br />BENT CORNER BAR <br />DROPPED <br />— BEAMS <br />GROUTED CELL <br />MAIN ROOF TRU555 PER PLANT <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" 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 EXI5TIN6 2X <br />BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. @ <br />EA. SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />DWINDONDOOR BUCK DETAIL <br />SCALE: NTS <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />2xbxl2" OR <br />2X8XI2"P.T. <br />CENTER BUCK <br />VERT. RE I N�ORC I NG DETAIL. <br />J SCALE: NT5 <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 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 />3/8" DIA. ANCHOR DRILL 6" INTO EX15T'G ( Q LOCATED PER PLAN <br />SLAB, EPDXY $ DRIVE I IN 6ROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O <br />2X6 OR 2X8 P.T. BUCK I I <br />EACH SIDE OF OPENING <br />-VERIFY CONN. REQ'MT w/ , - <br />_. <br />DOOR MANUFACTURER I i II I I=III=III=1 11=1 <br />PROVIDE (5) 3/8' DIA. J-BOLT W/ 5y2" GRADE u e, III —III —III —I I Ii III. <br />EMBEDMENT AT EACH DOOR BRACKET, - I=1 =III=I I I —I I— I —I I- <br />EAGH SIDE OF DOOR. PROVIDE I i'z°x3i(y" o =1 I I— 1=1 I I-1 I I a 1=1 I I—�Ed I— 11- <br />—I—I I —III I I —I I —I I- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT --' —I 11=1 I I —I 11a <br />=III —III III—III- <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />WALE- 3/4"=11-0" <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 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4° LON6 TITEN 5GREW5 <br />- PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF) @ <br />EACH TRU55. <br />T 7 T <br />- PROVIDE 2x FLAT BLOCKING FIT T16HT TO^.. <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />TO BE 8 MAX ABV. CURB REST EQUALLY I I—_ I=III- RETROP I T DET,� I L <br />SPACED APPROXIMATELY 24" O.G.) T <br />5GALE: 3/4"=1'-0" `J <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX.) <br />R GE DOOR BUCK DETAIL <br />0�� 5GALE: NT5 <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NTS SIM. @ GMU STEM FOR DROPPED GRADE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />d <br />a <br />0 <br />LL <br />� <br />0 <br />z <br />a. <br />d <br />d <br />W <br />U <br />Lo <br />< <br />�2 <br />CL <br />z <br />0 <br />J J <br />SD2 <br />