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_ ,ireerr.n rnnti R*� ,.n 1.+au11111 1mm uma!AA moll ern . I'll 1 11 1 1111w_ _ ..�_ ._�_!�le7! IIIR111RA>lRA ^IIR4RAITRV a rF I■�I II ,a I I■III�III■11■1■II a PROVIDE SOLID SHIM BETW'N TRU55 � CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %NO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. : -SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS ` CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 SECTION SCALE: 3/4 FASTEN DBL SOLE PLATE OF 2x WALL TO BOND BM. w/)42" DIA. ANCHOR BOLTS @ 32" O.G. WITH T (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2y "xO.131 " NAILS @ 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 CONT. S" REINF. GMU WALL - -SEE PLAN FOR VERT. � HORZ. REINF. 5PEG5 SECTION 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 2x EXTERIOR WALL @ STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTERIOR WALL 5HT C6. TO RUN AND CONNECTION 5PEG5. FASTEN SOLE PLATE TO TOP CHORD OF CONTINUOUS FULL HEIGHT OF 2x EXTERIOR WALL LADDER TRU55 w/ 3"x0.131" NAILS @ 6" O.G. WALL FROM BOTTOM OF -SEE PLAN FOR 5HEATHIN6 EXTERIOR WALL 5HT'6. TO RUN RIBBON TO TOP OF DOUBLE AND CONNECTION 5PEG5. CONTINUOUS FULL HE16HT OF WALL FASTEN FLOOR TOP PLATE FROM BOTTOM OF LADDER TRUSS FLOOR TRUSSES 5HT6. TO FIRST FASTEN SOLE PLATE TO GONT. RIBBON w/ TO TOP OF DOUBLE TOP PLATE -PER PLAN TRU55 w/ 3"x0.131" 2 Y2"x0.131" @ 3" O.G. INTO 3"x0.131" NAILS ® 6" O.G. � 5HEATHIN6 TO SOLE PLATE :1 :1 1+ :: I: NAILS @ 6" o.c. CONT. RIBBON w/ 2 Y2 x0.131 NAILS ® 6 O.G. 2 Y2 x0.131. @ 3 O.G. INTO SOLE PLATE 2x CONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRUSS VERTICAL FLOOR TRUSSES LADDER TRU55. FASTEN LADDER 11 11 Zz -PER PLAN TRU55 TO EA. BLKO PANEL w/ w/ (2) 3 Y4 x0.131 NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (® 1q.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKINO/RIBBON 8" GMU BOND BEAM VERT WALL REINF. TO (1) #5 GONT. EXTEND INTO BOND BEAM 8 REINF. GMU WALL -gEE PLAN FOR VERT. f HORZ. REINF. 5PEG5 3� SECTION SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 P�119 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFRAMED TRU55 TO TRU55 BELOW WITH (1) SIMPSON VTGR CLIP 24 O.G. MAIN ROOF TRU555 TYP I GAL OYER�R,AM I NG CONNECTION DETAIL �1775r,ALE: N.T.5. (3)3Y4"xO.131" NAILS MIN. 2 Y2"x0.131 " © 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRUSS TO GMU 2x4 (MIN) 5PF #2 BLOCKIN6 A5 SHOWN AT BOND BEAM w/ SIMP50N HETAI6 45" o.c. FACE NAILED TO TRU55 TOP $ EMBEDDED STRAP @ 16" O.G. BOTTOM CHORD w/ (4) 3"xO.131" NAILS. STRAP MAY BE INSTALLED ON INSIDE OR OUT5IDE FACE OF TRU55 5" GMU BOND BEAM W/ (1) #5 CONT. VERT WALL REINF. TO EXTEND INTO BOND BEAM S" REINF. GMU WALL H: 1R_ -SEE PLAN FOR VERT. HORZ. REINF. SPECS SECTION ALL LAPS IN MASONRY 25" RUNNING BAR L . #5 BENT CORNER BAR GROUTED CELL T"I CORNER VERT. WALL RE I NFORG I NG OETA I L V VCALE: NT8 2x4 ® 16"O.G. FA5TE TO GABLE END TRU55 w/ FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKINO w/ (2)3"x0.131" TOENAILS. BLOGKINO w/ 2 Na"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS @ 4"O.G. TOENAILS EACH END x x x G FASTEN ROOF 5HEATHIN6 5YP5UM BOARDINEB 2'-0" MIN PER ARCH FOR TO FASCIA WITH 2 %"x0.113" FIREPROOFING RING SHANK NAILS ROOF 5HT6 I I (4) 3 Y4"x0.131" ©6 O.G.SHALL BE I NAILS GABLE END VERTICONT. 24 MIN REINFORGIN6A5 RONTO ROOF w BY TRUSS MANUF. � Q 2x FASCIA -SEE ARCH SEE UPLIFT GONNEGTOR 2x SHEAR WALL SCHEDULE ON PLANS FOR 3 Y4"x0.131" TOENAILS ®12" - SEE PLAN FOR CONNECTOR SPECIFICATIONS O.G. GONNEGTIN6 BOTTOM SPECIFICATIONS. FASTEN ROOF TRU55 TO CHORD TO TOP PLATE DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS FASTEN BOTTOM CHORD OF L2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 48" GABLE END TRU55 TO TOP SPACED ®4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH 51MP50N A35 ROOF TRU55E5-GUT TO FIT CLIPS @ 32" O.G. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS @ 12" O.G. T16HT BETWEEN TRUSS BOTTOM (NOT REOV AT TRUSS HE16HT5 CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) 51LL PLATE C BRACE TO DBL. TOP FASTEN DRYWALL TO SECT ION PLATE w/ (1) 51MP50N H2.5T BLOGKINO w/5GREW5 4 (2)3Y4"xO.131" TOENAILS :26 SECTION /NAIL5 ® 6" O.G. SCALE: 3/4 -I -0 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS ® I6" O.G. i FLOOR TRU55E5 - -SEE PLAN 6" GMU BOND BEAM W/ (1) #5 GONT. - W FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2'x0.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® 16" O.G. PERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 6� SECTION " SCALE. 3/4 I -0 5HEARWALL ABOVE FASTEN 5HEATHIN6 TO BLOCKIN6 w/ 2 %"x0.11 NAILS ® 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLING 2x6 GONT. BLOCKING LOW ROOF TRUSSES FASTENED TO EA. STUD w/ LOW ROOF TRU55E5 (3) 3"x0.131" NAILS -SEE PLAN FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"0.131" NAILS ® 6" O.G. PROVIDE ADD'L VERTICAL IN TRU55 FOR BEARING 2x LE06ER I -REFER TO "ROOF FRAMING NOTES I I EXTEND EXTERIOR FLOOR TRU55 5 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM (SEE PLAN) FLUSH BEAM OR FLOOR 6.T. (SEE PLAN) I06 SECTION SCALE: 3/4 =1-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GIFTED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ■ seal: ®`�`�� 0 o 424 N a . •b ��a• r s �• -T ' • F 1• W2 P+ © copyright : MULHERN & KULP Structural Engineering, Inc. 0 CD Z w w Z C Z w a J Q � Z= H A Wh-- :2 v) N �a JZo a'. o � M y W tin O N c CM M IV M&K project number: 068-200 1 1 project mgr: ,JSB drawn by: BC I ssue date: 09-14-21 REVISIONS: date: initial: 02/22/22 DER pZNJGl DOOR REVISION L� ! .,