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S3.1 ����D pRQ�Fss AGI NFF 'o -51 9PE r C). DR ON ©�N 12, 1°��� '�� . -/51::::::1:, a�. Noy �— 4x,6x,ORGLB Expires: 6-30-19 DIRECTLY IN LINE 2x6 STUD WALL •; ; WALL SHTG MStC40 STRAP NAIL STRAP e 16"OC. PER SCHED ACROSS TOP PLATES t / w/WALL a 4 BOTTOM OF BEAM - CENTER �� 2x6 STUD WALL �— 2x SILL NAIL'G ' s WALL SHTG — WALL 5HEG � STRAP ABOUT END OF BM. i / +16 O.G. � � 2x6 STUD WALL lOd $6"O.C. PER SCHED IOd a 6"O.G. ��� ��t PER SCHED \ DIAPHRAGM EDGE NAILING. PER SCHED a 36"O.C. �' � SILL NAILING SEE — FLR SHTG PER !'41'''' 101) e 6 O.C.MINFLR SHTG SCHEDULE SILL NAILING SEE FLR SHTG PLAN \.* LIA FLR SHTG SCHEDULEPER PLANFLR SHTG PER PLAN EDGE NAIL'G\s' CONI DBL.' Ti PER PLAN i ._ ;PER PLANZ U 70P PLATEEDGE NAILING �/ EDGE NAILING �/ _� \/ ( _v UZ >< I E z Y__,<- I 2x8 CONT.RIBBON =,� / C/ MSTC40 STRAP -NIL c� -42/ 2x16 BLKGSSESSCRAP ACROSS COP •........NOTE: PROVIDE \ PER SUPPLIER i7 _ ,„,. ,.,,,,,, ,, , „, 0 mv. - � I-2x4 SGUASN BLKG 2x16 CONT.RIM w/ 111M`lir- CENTER STRAP ABOUTK cin 14,1 STRUCTURAL SHT'G ) FOR EA MULTI-STUD4 CLIPS PER SCHED END OF BEAM. �' n \>/\<2 4x,6x,OR GLIB i STRIP w/NAIL'G COL ABOVE CLIPS MAY BE // °° PER WALL TYPE L 2-10d TO OMITTED IF PLY >< �f( BELOW /� SHTG LAPS ON RIM R-- /\ /\ /\ n ( DIRECTLY IN LINE in;_w -�.�� � _ � DONT DBL.2 X � as DBL 70P fE AS SHOWN 2-IOd TO �1 j w/WALL TOP PLATE \ir _ -FLR TRUSSES E t f T f f i j'� + " 48"Q.C. 2x16 BLKG 2x STUD WALL I I - I I I I I I ( I I I I I I J I --�• —---- :4"joE: _ FLR TRUSSES 2x16 BLKG DBL TOP E CONT.FLR TRUSSES PER SUPPLIER PER SUPPLIER TRUSSES t HNGER PER SUPPLIER e 48"O.C. �� mow, DBL 2x TOP fiE `\/ ( y DBL 2x TOP fiE �\/ I/ PER SUPPLIER DBL 2x TOP iE 2x16 RIM wt /\ 'K HDR PER PLAN IK HDR PER PLAN CLIPS PER SCHED al <DETAIL 1/53.1 7/,\I r t DETAIL 1/53.1 FLR BM PER PLAN 2x6 STUD WALL ) CONT.2xT L PDB1E 1 EDGE NAIL'G WALL SHTG WALL SHTGPER PLAN PER SCHED / ( 2x6 STUD WALL PER SCHED lex STUD WALL 2x6 STUD WALL WALL SHTG e l b"O.C. e 16 O.C. ) I PER SCHED (S D wuSIGNATURE G6 ARE q ONLY WFE THESE I� \ ACCOMPANIED BY A OEvELOPhE'IT AND LOT 5 ECSC i V 5E7 OF STRUCTURAL CALCULATIONS PREPARED BY V NORM CCNSULTS4 ENGINEERS LLC AND SEALED ON A RET STAMP AND SIGNATURE BY THE ENGINEER WHOSE STAMP APPEARS ON 11415 SHEET.CONSTRUCTION SHLYl BE POT-OWED ONLY MAI!DRNpNG SET 0 ERP. FLR TRUSS-7_55 TO STUID WALL PARALLEL PLR TRUSSES TO STUD 1ALL FLR TRUSSES TO FLUSH EM CONT. FLR TRUSSES TO ERG WALL PARALLEL 5I- EARLUALL / PLR DETAIL TI: STRAP E3EA —2xSTUD WALL APPF3OvEDBYTHELOCAL JURISDICTOII SCALE: I":I'-0" 4131 SCALE: 1":I'-O" Q SCALE: 1":1'-0" © SCALE: I":1'-O" 0 SCALE: l":I`-0" Q SCALE: l":1'-0" I . I NOTES: DBL 2x STUD(e END DBL 2x TOP 1E 1. SEE SHEARWALL < OF SHEARWALL)w/16d HOEDOWN SCHEDULE •1 e 3"O.C.STAGG(2) 2-16d a EA STUD ROW, TO TOP fE 2x6 STUD PONY WALL e 24" O.G. IOd e 6"O.C. STRAP (I) CENTER STRAP IOd a 6"O.C. �/ 2x6 STUD WALL , OF JA6F R BLK'GT _,_— FLR SWIG I6"O.G. FLR SHTG SILL NAIL'G PER PLAN SHEARWALL PER PLAN SEE SCHED SHTG(I) //WII �� WALL 5Ht G ) FLR SHt G 0 PER SCHED PER PLAN T MEMBER TO RECEIVE — -- } SHEARWALL SHTG �l I - a Z ii i1t. Z�l::r+t� EDGE NAIL* i y , 6-16d >I - r .1 f C _ 0 �� 'U\ NN FLR TRUSSES ® PROVIDE 2-2x6ME y ,,. Z , /\ PER SUPPLIER �jrj / SQUASH BLOCKS / 2x SILL fE ll) I i'\ 1 / V \ r' l 11 II It %of HEADER PER PLAN i /\ HOLDOU.N STUDS FLR TRUSSES(2) U p II II ,__R._---,‹ I6d a 8" 0.C. _ TRUSSES 4 1-NGRS i IIII IIII 11 /\ PER SUPPLIER ____ TRUSSES t HNGRS U .." " FLR PLYWD.(2) PER SUPPLIER Of II (--- - SINGLE 2x KING STUD FLR BM NOTE: USE DBL KING STUD WHEN LVL 7x OPNG WIDTH IS GREATER a 16 I 2x16 BLKG CONT.DBL 1 DBL 2x STUD PER PLAN THAN 48",TYP UN.O. a 32"0.G. CSW-TZ HNGR 2x TOP fE � DIRECTLY BELOW T— 11 II DBL 2x STUD IN / SINGLE 2x TRIMMER BM PER PLAN I WALL ABOVE J— \ 1 CUT-BACKCZ 2x12 STRINGERS C-N1 e 12"O.C. / / ---LIV__ TIPEADER TO SIDE JAME (U.N.O.) SCALE: I":I' 0 PARALLEL FLR TRUSSES TO STUDALLQ a FLR TRUSSES TO FLU51-1 EM / STAIRS SCALE: I":1' co TIE STRAP 1- OLDOIN FLR TRUSSES TO FL1U51-I E3EAM aSCALE: 1"-1'-0" 410 SCALE: 1"=1'-0" CMST14x13'-O" 4/-FULLY NAILED w/2x4 FLAT BLKG IN GARAGE R 1G4� BETWEEN STUDS DRAG TRUSS DETAILS V M51040 STRAP NAIL STRAP PER SUPPLIER ACROSS TOP PLATES 4 FLOOR DBL.2x STUD le END 10d a 6" 0.C. TRUSS - CENTER STRAP ABOUT \,./OF SHEAR WALL)NAILED END OF PLR TRUSS. TOGETHER W/16d a 3"O.C. FLR SWIG I Z -...• PER PLAN �~ 30" 30° SIMPSON STRAP*PER HOEDOWN r l ,� CONT DBL. , SCHEDULE - TOP PLATE �I SHEAR WALL SHEATHING - Al (� SEE SHEAR WALL SCHEDULE11 ��-Z. �� _•,T 1 2x16 RIM �� _ _s ` / T MEMBER TO REEATAI 11 �1 ►� SHEAR WALL SHEATHING EDGE `tl� C gz4.cc �} �= 2x16 RIM Illiiitu�L a NAILING ;'+/-� \t,_ -'C"� REVISIONS: ,' 2x SILL PLATE - ,SEE SHEAR WALL SCHEDULE ''' C)N, FOR NAIL'S / /\ 2x16 BLKG w/ FLR TRUSSES FLR PLYIUD. CLIPS PER SCHED PER SUPPLIER 2x STUD WALL BEAM OR DBL.JST DIRECTLY ill WALL SHL G• BELOW SHEAR WALL PER WALL EDGE NAIL'G / TYPE 'A' PATE: 1130.11 \ 2x6 STUD WALL 16"O.C. IVSCALE: 1" = 11_0II CONT.2x DBL NOTES: TOP E DRAWN: R.L. I. SEE SHEAR WALL s CENTER STRAP ABOUT WALL SWIG JOE3 NO: LEN-11-119 SCHEDULE t HOLDOWN SCHEDULE SILL PLATE PER SCHED ,1' 1Od a 6"O.C.EDGES . 12"0.C.FIELD T0 ^ STR4e 5'7-AM EllFF FLR TRUSSES TO 5-EAR J4LLE0 zV INCELEVATION410 TIE STRAPM /^ SCALE: I":1'-0" SCALE: I/2":1'-O" SCALE: 1":1'-0" 1100111 __)7 O ORIGINAL SWEET SIZE: 24x36