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a <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />ua <br />LU <br />d <br />�n <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />S" REINF. GMU WALL <br />_J <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I E-1E_ <br />I ON/4"=1'-0" <br />i SHANK <br />HIP 61. <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %" TAPGON <br />ROOF TRUSSES <br />(2)3 Y2"x0.131 " -SEE PLAN — <br />2x4 @ 16"o.c. FASTENED - <br />TO 6ABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6ABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FA5TENED- <br />TO BOND BM. W/ Y2" DIA. <br />ANCHOR BOLTS @ 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILIN6 - 2 Y2"xO.131" NAILS <br />6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w <br />Y4' DIA. x5v2" LONG 5D5 <br />5GREW5 ® 16" o.c. <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 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 %"xO.113" <br />RING SHANK NAILS @ 4"O.G. <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO,ROOF <br />2x4 BLOCKING w/ <br />(3)3 Y4'xO.131" <br />TOENAILS EACH END <br />(4) 3 Y4"xO.131" <br />NAILS <br />I IX <br />L--2x4 BRACE w/2x4 T-BRACE, <br />L PROVIDE 2x4 BLOCKING ®4i? <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 TRUSSES -GUT TO FIT <br />NAILS ®12" O.G. <br />TIGHT BETWEEN TRU55 BOTTOt <br />(NOT REQ'D AT TRU55 HEIGHTS <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/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS ®6" O.G. <br />2 SECTION <br />5HT6. TO HIP <br />�.113" RING <br />P 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRU55E5 <br />FASTEN EACH OVERFR <br />vx <br />TRU55 TO TRU55 BELO <br />FASTEN BOTTOM CHORD OF C7.NTH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM H6AMIOKTA CLIP a 48"0.6. <br />VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) <br />EXTEND INTO BOND BEAM VERT WALL REINF. TO <br />8 REINF. GMU WALL EXTEND INTO BOND BEAM <br />-SEE PLAN FOR VERT. <br />SECTION 4 HORZ. REINF. 5PEG5 <br />SCALE: 3/4"=1'-0" d SECTION <br />_I SCALE: 3/4'=1'-0" <br />BOND -BEAM <br />_ ___—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MABONRY PIER DETAIL <br />L SCALE: NTS TRIPLE WINDOW SIM. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />TYP I CAL OVERT RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />NOTES: <br />PROVIDE 50LID 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 />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 />SECTION <br />3 SCALE: 3/4"= <br />ALL LAPS IN MA50NRY 25" <br />- RUNNIN6 BAR <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />w <br />> <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN 1 Y2' FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2° <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® (b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF15 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"x0.131" NAILe <br />3"O.C. <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. 5PEG5 <br />SECTION <br />(1) #5 IN <br />BOND BEAM <br />------- ------ --- w <br />} <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />WALL REINF. <br /><TEND INTO <br />fl BEAM <br />MAIN ROOF 51-'EATHIN6 <br />(1) #5 VERTICAL IN GROUT FILLED CELL 46 P.T. PROVIDE (1) <br />(IF REOV PER PLAN) P05T 51MP50N L5TAI8 <br />STRAP ON EACH <br />91 EXTERIOR FACE <br />OF POST, 4" MIN <br />END LENGTH <br />4 BENT CORNER BAR <br />DROPPED <br />BEAMS <br />MAIN ROOF TRU555 GROUTED CELL PER PLAN <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3i N4" TAPGONS 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <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 />ROWS OF 2 Y2"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: NTS <br />TYP. CORNER VERT. WALL <br />RE I NPORC I NG DETAIL <br />SCALE: NTS <br />2x6x12" OR Ck OF OPENING <br />2X8XI2 P.T. I <br />CENTER BUCK�f�I <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES <br />Q�PERT <br />WN�0E: EINPORCING DETAIL <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 />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8 GMU <br />BLOCK #5 VERT. BAR TO BE <br />CL <br />%8" DIA. ANCHOR DRILL 6" INTO EX15T'6 I LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I <br />2X4 P.T. TOP BUGK 50" LAP SPLICE I <br />N I I <br />2X6 OR 2X8 P.T. BUCK I <br />EACH 51DE OF OPENING J. <br />-VERIFY CONN. REQ'MT w/ <br />DOOR MANUFACTURER I ° III=III-III=III=1 <br />PROVIDE (5) 3/" DIA. J-BOLT W/ 5 y2" GRADE III—III=III-III=III. <br />EMBEDMENT AT EACH DOOR BRACKET, -III-III-III-III ° . I I-III-III-III-i <br />EACH SIDE OF DOOR. PROVIDE 1-Y2" x3�(e' p a I —I I I-1 I MICI—ICI—ICI 1 � 1—I I I —I I I_ <br />THICK WASHER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV CURB REST EQUALLY I -III -III III— I — <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"= I'-0" <br />seal;No 77824 <br />El Wv <br />4' <br />�STATEE OF <br />{` + 14'yJ <br />© copyright�`/9}t�l'PLP ��q���i�• <br />Struct rai rigi4� `g,�Inc. <br />aC0 <br />z <br />.J <br />w <br />W <br />Z c <br />CD <br />Z rn <br />z Q <br />w o. <br />+ < <br />J � <br />.n <br />Z= <br />. <br />c� �d zi _ tm_Q <br />UJC/D <br />J- Q� <br />Z M 0 <br />W � <br />c <br />� 4 <br />y m <br />W C N OC M M <br />M&K project number: <br />068-2001 1 <br />project mgr: ,JSB <br />drawn by: M,JT <br />issue date: 05-228-21 <br />REVISIONS: <br />date: initial: <br />1 JUN 0 1 2021 1 <br />SEE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />-FA5TEN EA. ROOF TRU55 TO GMU w/ <br />SIMP50N M5TMI6 TWI5T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />�--� <br />iQ <br />- PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) @ <br />f--+ <br />i,T <br />W <br />EACH TRUSS. <br />- PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />0 <br />FASTENED TO GMU w/ (3)A" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKINC TO ROOF <br />0-1 <br />2 <br />TRUSSES w/ (2) 34"x0.131" NAILS @ EA. END. <br />SPACED APPROXIMATELY 24" O.G.) ;- 111= p RETROP 1 T DETA I L �—' w <br />-0" <br />START BOLTS AFTER <br />FTER <br />6ARA6E CURB (8" MAX) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NTS <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE <br />� <br />J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SD 2 <br />iIerv: iutiJ::"u 1snui57fJ.w,A .. ,_AL '' I L.,. i F__ T_F_', I 1 <br />I�IaRM1�i�19�If �E�1fl�I11A1l�IflIfl�1R�l �!fl!fll®IAll�i� <br />