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seal: <br />4 <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w <br />2x6 FA5GIA <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. SPECS <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2'x0.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />It HORZ. REINF. SPECS <br />&!4ESION/4"= I b' <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I /2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />7 SHANK <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 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" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x 3Y4" TAPGON <br />ROOF TRUSSES <br />-SEE PLAN — <br />(2)3 YYXO.131" <br />2x4 @ 16"o.c. FASTENED - <br />TO 6ABLE END TRU55 w/ <br />(2)3"x0.131" 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 7" (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 505 <br />5GREW5 © 16" o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRUSS MANUF) <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4 <br />BLOGKIN6 w/ 2 %"x0.113" <br />RING SHANK NAILS @ 4"O.G <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BRACE w/2x4 T-BRAGE, <br />SPACED @ 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131 " <br />NAILS @ 12" O.G. <br />(NOT REQ'D AT TRU55 HEI6HT5 <br />4'-1" OR SHORTER) <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />2 SCALE: 3/4"=1'-0° <br />�Ar"' 5HT6. TO HIP <br />.113" RING <br />0 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />— UPLIFT CONNECTOR <br />-SEE PLAN <br />— HIP JAGK TRUSSES <br />l FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM GHORD OF 67.NTH (1) SIMPSON 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 BARS CONT. (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 />SECTION 4 HORZ. REINF. SPECS <br />SGALE:3/4"_I'-O� &HE_5/1 <br />4"= <br />BOND -BEAM — <br />GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE 61ROUT FILLED <br />0 <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MA5ONRY PIER DETAIL <br />SCALE: NT'S <br />TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EAGH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOCKING @ 4E <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />T16HT BETWEEN TRU55 BOTTOI <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAILS ® 6" O.G. <br />TYP I CAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 3/8"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />SEE UPLIFT GONNEGTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />GONNEGT 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"=1'-O" <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />ff CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE 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 />HILTI IDNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING W 2 Y2"xO.131" NAILc_ <br />® 3"O.C. <br />8" GMU BOND BEAM W <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br /><TEND INTO <br />> BEAM <br />(1) #5 IN <br />BOND BEAM <br />ALL LAPS IN MASONRY 25" I — — — — — — — — — — <br />------ <br />\-- <br />PREGA5T LINTEL, SEE PLAN <br />RUNNING BAR I FOR SPECIFICATION <br />w VERTICAL REINFORCEMENT PER <br />[ PLAN <br />} <br />ROOF .'=ATHIN6 <br />(1) #5 VERTICAL IN GROUT FILLED CELL P.T. <br />P05T PROVIDE (1) <br />(IF REQ'D PER PLAN) SIMPSON L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />Z#5 BENT GORNER BAR DROPPED <br />ROOF TRU555 GROUTED CELL BEAMS <br />PER PLAN <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF Wc,"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 GASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. <br />EA. 5UGGE551VE BUGK. <br />4. MIXING OF IX AND 2X BUCKS 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 BUGK W/ (2) <br />ROWS OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S SPECS. <br />W I NDOW/DOOR BUGK DETAIL <br />SCALE: NTS <br />TYP. CORNER VERT. MLL <br />RE I WORC I NG DETAIL <br />SCALE: NT'S <br />2x6x12" OR <br />2XMI2"P.T. <br />CENTER BUCK <br />NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES <br />. RE I NIORC I NG DETAIL <br />Q�AMN�;S <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 5HOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DIA. ANCHOR A DRILL 6" INTO EX15T'S I 1 LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. 1 <br />2X4 P.T. TOP BUGK 30" LAP SPLICE <br />N I I z <br />2X6 OR 2X8 P.T. BUGK 1 I 1 <br />EACH 51DE OF OPENIN6 <br />-VERIFY CONN. REQ'MT w/ ' <br />DOOR MANUFACTURER - a <br />d d' <br />PROVIDE (5) 3/a" DIA. J-BOLT W/ 5-Y2" GRADE <br />EMBEDMENT AT EACH DOOR BRACKET, 11—I I I —I I I —I I I- <br />I 1—I I=1 IL a 1—I I —I 1 I —I 1- <br />ICI— I—li1- <br />THICK WASHER W/ EACH ANCHOR (15T BOLT = III —III III a I —III —III- <br />I—III-11I d ° III —III — <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />TO BE 8 MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24 O.G) 11-� i i— <br />P <br />—�M-MEN/ <br />START BOLTS AFTER <br />GARAGE GUM 0" MAX.) <br />LA�t�61DOOR BUGK DET� I L <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM POR DROPPED GRADE <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 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 TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />LETTERED DETAILS ARE T1'PIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />1! I /if//// <br />G. <br />No 77824 <br />10 ; STATE OF ; 4"Ak <br />JCC <br />w <br />w <br />z <br />c <br />z <br />w <br />J <br />Q <br />a <br />L <br />CD <br />a <br />Z= <br />Q <br />C) <br />-�- <br />ttat <br />C <br />UJi— <br />cn <br />:2 a) <br />-5 j <br />J <br />m <br />Q <br />J H <br />j 1 <br />Q o <br />z <br />:2 � <br />0 co <br />im <br />o <br />M <br />y <br />W <br />p N <br />y <br />M a <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />BC <br />issue date: 0 6-2 4-21 <br />REVISIONS: <br />date: JUN 28 2021 initial: <br />sheet: <br />SDM2 <br />i <br />01 <br />