Laserfiche WebLink
s <br />PROVIDE 50LID SHIM BETW'N TRUSS <br />ff CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />w <br />z< <br />2x6 FA5GIA <br />-SEE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />'ROOFPTR N 5E5 <br />-SEE <br />(2)3 Y2"x0.151" <br />8" GMU BOND BEAM Pi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />SCALE: 5/4' 1 b" <br />%"xO.113" RIN6 SHANK <br />OL5 © 6" O.G. <br />SEE UPLIFT GONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS 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 />P/ Y4" DIA. x 3Y4" TAPGON <br />ROOF TRU55E5 <br />(2)3 Y2"xO.t31" -SEE PLAN - <br />2x4 ® 16"o.c. FASTENED <br />TO GABLE END TRU55 P/� <br />(20xO.131" TOENAILS. <br />GABLE END VERTIGAL B <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED - <br />TO BOND BM. W/)/2" VIA. <br />ANCHOR BOLTS ® 32" O.G. <br />WITH T (MIN) EMBEDMENT. <br />EXTERIOR SHEATHING E06E <br />NAILIN6 - 2 Y2"xO.131" NAILS <br />6"O.G. <br />FASTEN BOTTOM CHORD OF <br />TRUSS TO P.T. SILL PLATE P <br />Y4" DIA. x3)'2' 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 P/ <br />(1) #5 BAR GONT. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />oil <br />1 <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOCKIN6 w/ 2 %"xO.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 BLOGKIN6 P/ <br />(3)3 i'4"x0.131" <br />TOENAILS EACH END <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />& CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER. THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />(4) 3 Y4"x0.131" FASTEN ROOF 5HEATHIN6 TO <br />NAILS FA5GIA WITH 2 %"x0.113" <br />RING 54ANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS. <br />L2x4 BRACE P/2x4 T-BRAGE, <br />L PROVIDE 2x4 BLOCKING ® 48 <br />SPACED ©4 -O O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />FASTEN 2x4 TO 'T' P/ 3Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />NAILS @ 12" O.G. <br />T16HT BETWEEN TRUSS BOTTOt <br />(NOT REOV AT TRUSS HEI6HT5 <br />CHORDS AND NOTCH AROUND <br />4'-1" OR SHORTER) <br />SILL PLATE <br />FASTEN DRYWALL TO <br />VERT WALL REINF. TO <br />BLOCKIN6 w/ 5GREW5 <br />EXTEND INTO BOND BEAM <br />/NAILS ® 6" O.G. <br />2 SECTION " <br />SCALE: 3/4 -I -0 <br />C""''t-_"' "^^t 5HT6. TO HIP <br />1.113" RING <br />P 6" O.G. <br />VALLEY SET <br />OVERFRAMIN6 <br />- UPLIFT CONNECTOR <br />-SEE PLAN <br />- HIP JACK TRUSSES <br />f FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELO. <br />�A ILAFASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR <br />TO TOP OF WALL w/ 51MP50N ® 24" O.G. <br />8" GMU BOND BEAM w/ H-7AMIOKTA CLIP @ 48"O.G. <br />VERT WALL REINF. TO (I) #5 BARS GONT. (GONNECTOR INGL'D 1N PAGKA6E) <br />EXTEND INTO BOND BEAM 8 REINF. GMU WALL VERT WALL REINF. TO <br />C -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM TYP I CAL O Y BR�RAM I N6 <br />SECTION 4 HORZ. REINF. SPECS <br />SECTION CONNECTION DETAIL <br />SCALE: 3/4"=1'-0" d <br />_I �AL; <br />BOND-BEAM�- <br />GONTIN. PRECAST HEADER <br />I F <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. ­-, I I OR EQUIV. - <br />DOUBLE WINDOW <br />L MSON111' PIER DET I L <br />SCALE: NTS TRIPLE WItJ�OW SIM. <br />SECTION <br />3 SCALE: 3/4"=1'-0" <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" 2x FASCIA <br />FROM UPLIFT GONNECTOR, REFER TO _5EE ARCH <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />SEE UPLIFT CONNECTOR NAILS @ 6" O.G. <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. P/(4) <br />HILTI DNI12P8 PAF'E, <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2X BLOCKIN6 w/ 2 Y2"xO.I31" NAILS <br />® <br />GONNEGT EACH END OF 8" CMU BOND BEAM P/ <br />MA50NRY LINTEL TO TOP OF (1) #5 BARS GONT. <br />PIER/ WALL P/ (1) #5 BENT <br />DOWEL P/ 24" LE65 <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />w <br />>Y <br />Q <br />JN ROOF 5HEATHIN6 <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 4 <br />MEE79 <br />IO/4"=1'-0" <br />(1) #5 IN <br />BOND BEAM <br />--i- --- --- ------ --- w <br />I _ � <br />PRECAST LINTEL, SEE PLAN <br />FOR SPECIFICATION <br />VERTICAL REINFORGEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. <br />(IF REQ'D PER PLAN) P05T <br />seaL�,��� d; <br />No <br />®a <br />� <br />0 AT 0 - <br />.I 40P <br />q��9t.`a�. <br />© copyrigj HI� A G. <br />tructural Engineering, Inc. <br />oz <br />z <br />J� <br />w <br />ROOF TRUSSES <br />w <br />Z o <br />-SEE PLAN <br />M <br />Z <br />w oa.. <br />J CD <br />= Q o <br />V <br />U � Q <br />_ <br />UPLIFT CONNECTOR <br />SCHEDULE <br />rn <br />-PER <br />CIS •5 j <br />T J m <br />VERT WALL REINF. <br />I� a > . <br />- a r- <br />J <br />TO EXTEND INTO <br />z y C3 <br />BOND BEAM <br />W <br />o <br />y M <br />W <br />C N <br />OC co M <br />M&K project number: <br />068-200 1 1 <br />project mgr J S B <br />drawn by: D.J R <br />issue date: 0 `j -17-2 2 <br />REVISIONS: <br />dater initial: <br />PROVIDE (I) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />U, <br />EXTERIOR FACE <br />QII)l <br />OF POST, q" MIN <br />M"ft"I <br />CZ <br />END LENGTH <br />CIO <br />DROPPED km a <br />BEAMS <br />IN ROOF TRU555 PER PLAN <br />NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES <br />NOTES: bJ <br />1. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" <br />FROM EN05 AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE 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 5TAC76ERED @ 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />' <br />BY WINDOW/DOOR YWINDOW/DOOR MANUFACTURERS 5PEG5. <br />Zt5 BENT CORNER BAR - <br />GROUTED CELL <br />T1'P. CORNER VERT. WALL REAR WOOP LANAI <br />RE I NPORC I N6 DETAIL J YERT. RE I NFORC I N6 DETAIL T1'P. BEAM TO POST CONN. <br />SCALE• NTS .U <br />• SCALE: NTS SCALE: 3/4"=1'-0" � <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER EN6INEER APPROVED SEE DETAIL I ON <br />EQUAL (I.E. 51MP50N ET EPDXY). 5TRUGTURAL PLANS FOR <br />2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION ADDITIONAL CONNECTION <br />2xbxl2" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFO NOT 5HOWN HERE <br />2X8XI2 P.T. INFORMATION NOT 5HOWN Q <br />�� 3. FOLLOW MANUF. INSTALLATION <br />GENTER BUCK INSTRUCTIONS. <br />FASTEN EA. ROOF TRU55 TO GMU P/ <br />FUTURE 8" GMU 51MP50N M5TMI6 TWI5T STRAP. 0 <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />BLOCK #5 VERT. BAR TO BE Y4" LON6 TITEN 5GREW5 I T*i LL <br />DIA. ANCHOR DRILL 6" INTO EXI5T'6 LOCATED PER PLAN W <br />Q- IN GROUTED CELL PROVIDE M015TURE BARRIER <br />SLAB, EPDXY d DRIVE I I d n (� <br />I I PLATE (PER TRU55 MANUF.) ® � I�--1 r h <br />#5 DOWEL, PROVIDE MIN. VZ <br />2X4 P.T. TOP BUCK 30" LAP 5PLIGE i I I O EACH TRU55. T _ T O <br />N I I z PROVIDE 2x FLAT BLOCKIN6 FIT T16HT TO <br />2X6 OR 2X8 P.T. BUCK I I I ROOF TRUSSES ® EVERY OTHER BAY Qa.. <br />EACH 51DE OF OPENING FASTENED TO GMU P/ (3) Y4" DIA. x 3 Y2' LONG.,, <br />-VERIFY CONN. REQ'MT w/ TAPGON5. FASTEN BLOGKIN6 TO ROOF T U) <br />DOOR MANUFACTURER TRU55E5 P/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />III -III -I I -I 1-I <br />PROVIDE (5) 3/8" DIA. _J-BOLT W/ 5Y2" GRADE MI MI I I -I I Ii I 1 I. <br />EMBEDMENT AT EACH DOOR BRACKET, -III= I -III -III I Mi I I -I I I -I � I- <br />EACH 51DE OF DOOR. PROVIDE I Y2"x%," o -III=III=III=III a a I=1 I 1=III=1 1- ] <br />III III-111 III III -III J <br />THIGK WASHER W/ EACH ANCHOR (15T BOLT --' -I I I=III=1 I I ° e I -III -I I- ,� UJ <br />TO BE 8" MAX ABV. CURB REST EQUALLY I )�l <br />r <br />5PAGED APPROXIMATELY 24" O.G.) III I= RO ITETA I L V:-O <br />MANUFACTURER <br />START BOLTS AFTER <br />6ARA6E CURB (8 MAX) <br />5 MISSED DOWEL RETROP I T DETAIL <br />WINDOW/DOOR BUCK DETAIL SCALE: NTS Sim. ® CH) STEM FOR PROPPED 6RA1�E ( 0 z <br />SCALE: NT5 t n Imo.., J J <br />sheet: <br />BUCK <br />GRGE DDOR DET I L <br />K SCALE: NT5 <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME I$ SHALL BE _IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />SDW2� <br />