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; �u�� _ , _ __ ____, __ T __ _ <br /> , . __ _ _ ____ ____ __ <br /> __ ___ _ __ <br /> _ _ _ . _ ____ __ <br /> --_ _1 _ — - -- <br /> -- — _ _ _ <br /> Zx4 DIGONAL BRACE @ 2x4 PLATE w/(2) 16d SUB FLOOR PER ARCH <br /> 8'-0"oc w/(3) 10d-F NAILS TO EACH MAIN 2x4 RAFTER�24" <br /> NAILS EA. END ROOF FRAMING oc w/(4) 10d-F NAILS <br /> MEMBER TO EA. POST <br /> FIRE BLKG, SEE ARCH. POST PER PLAN <br /> (E) ROOF <br /> SHEATHING <br /> FLOOR BOUNDARY <br /> � NAILING, TYP. <br /> •. J <br /> o m � <br /> 2x4 RAFTER STRAP NAILING Q o � � �� <br /> a FLOOR JOIST PER PLAN z Z k- 7 <br /> 2x4 POSTS @ 4'-0"oc 8" WALL Q a MSTC28 16-16d — � �/' i �,��`` <br /> 2x4 SPREADER SIMPSON A34 w/4 10d-F NAILS TO MSTC40 36-16d .....,t_ ..�. - --- �3�� <br /> JOIST 16d NAILS @ 6"oc PLATE WASHER @ 4'-0" MSTC52 48-16d r�,,,,;,�. <br /> SPREADER JOIST , 1/2"QJ A.B.w/3x3x1/4 ,�.' � <br /> PER oc EMBED 7"MIN. MSTC66 68-16d �< ` �•�'" <br /> � PANEL EDGE x ARCH. , �"� ti <br /> NAILING PER PLAN X � #5 @ 10"oc HORIZ.AND USE 16d SINKERS 0.148"0 x 3 1/4 LONG '��,/ r�s '' <br /> 1 1 VERT. <br /> X � FLOOR FRAMING <br /> � � o PER PLAN <br /> X J � <br /> 2x8 FLAT AT (E) MAIN ROOF x Z � DBL.2x BLOCKING MIN.AT <br /> VALLEY FRAMING 2x6 @ x �— a Z STRAP,ADDITIONAL BLKG FOR <br /> 2'-0"oc ADD 1 1/4x 11 1/4 2x4 SPREADER JOIST CONT. FIRE RATING, SEE ARCH <br /> MICROLLAM LVL TO x TO DISTRIBUTE LOAD S.O.G. PER PLAN <br /> (E) MAIN ROOF EACH SIDE " EVENLY TO FRAMING °° SIMPSON MSTC POST PER PLAN <br /> FRAMING x BELOW w/ 10d-F NAILS (E) CONC. WALL <br /> s�, 6�- AND FTG. HOLDOWN (MATCH POST ABOVE MIN.) <br /> qG x @ 8"oc TO PLATE Z PER PLAN <br /> �q� S�RF� x ° a SHEARWALI.PER PLAN <br /> F x ° �x � )f,�—x�;—X a W WHERE OCCURS <br /> x � I I I-I I I-1 I I-1 I I�I I'- a <br /> EDGE DETAIL INTERIOR DETAIL Q ` <br /> ° (TYPICAL STRAP HOLDOWN TO BELOW) � � � � <br /> a aa. , a F co Ki c�i vi <br /> °d a _ QQ N N O N <br /> 10d LVL TO (E)2x6 I � o 0 0 � <br /> OVER FRAME DETAILS ;�►►; � ;,_,;,_,;,_,;;�� <br /> 1 _ 2-#4 CONT. ,.�—L ~z z ..~L <br /> 3/4"= 1'-0" 3"0 PIN PILE " <br /> � <br /> WHERE OCCURS p U <br /> O O O O . <br /> ON PLAN = S E CT I O N � <br /> U C� U U <br /> 3 Z <br /> o z z z z <br /> 3/4"= 1'-0" � w w w w <br /> CTR WALL& � � � � � <br /> � BEAM WEB � , <br /> Q Q Q ¢ <br /> 3'-0" o 0 0 0 0 <br /> POST, HOLD DOWN AND <br /> ANCHOR PER SCHEDULE <br /> z z z z <br /> SE CT I O N POST PER PLAN � � � � <br /> O <br /> „ � 3/4"= 1'-0" SUB FLOOR m m m m <br /> SILL PLATE w/5/8 0 A.B. PER ARCH FIRE BLOCKING PER ARCH. <br /> 3x3x1/4 PATE WASHER PER O <br /> SHEARWALL SCHED. <br /> DBL. FLOOR JOIST NOT SHOWN w a a a a � <br /> POST PER PLAN � <br /> A35 EA. SIDE . <br /> a SUB FLOOR PER <br /> v Q a ARCH <br /> 4 <br /> a <br /> 4 #5 @ 12"oc EA. WAY <br /> a , FIRE BLKG, SEE ARCH. CENTER <br /> a <br /> � a A35 EA. SIDE SLAB ON GRADE ° SLAB ON GRADE BEAM PER PLAN d d . <br /> Q a PER PLAN PER PLAN <br /> � � a q FDN WALL PER PLAN w/ ��`Y <br /> Q � � <br /> k--�x x , 7t� x ° —a-x—x�—x x °x� ° #5 @ 12"oc HORIZ.AND ` <br /> v 4 <br /> °a VERT. ,�C''��� o♦�'i <br /> ���-���-��� ���-���-���- � <br /> � 4 a I I—I I I—I I I= � �— �� a Q � � —)I I—I I(—I I a �'� � � � <br /> Q BEAM PER PLAN =1 I 1=1 I 1= 1 a s � a � ao <br /> I I1=1I1=1I1= ° O r •' <br /> d . d 4 a a � �.. �' •. b� <br /> 4 d n ° � Z d ° � o . te '" o <br /> q ; FDN WALL a ng. ° _ �� � ` a '7'��'��I�B 4~{�' Z . <br /> a a � � <br /> ��� ���— ��-0 2-#4 CONT. ���� w <br /> aa IIII IIIII�� ���) Q <br /> FDN WALL <br /> 8„ ih <br /> a. WALL � U <br /> ° PER PLAN = S E CT I O N V <br /> SECTION 7 z � <br /> 4 ��_ � �� 3/4" = 1'-0" N , <br /> 1 1/2 1 -0 <br /> � W M <br /> _ � N , . <br /> SHEARWALL ABOVE. �M � ` _ / <br /> SEE SCHED. S501 FOR S E CT I O N S E CT I O N W <br /> NAILING � O <br /> � N <br /> 2x NAILER ATTACHED w/ 1/4" � 3/4"= 1'-0" 3/4"= 1'-0" J <br /> SDS SCREWS EA. SIDE <br /> � � W <br /> THRU BOT. FLANGE TO 2-4x4 POST <br /> NAILER� 16"oc � <br /> � <br /> SUBFLOOR PER ARCH. � � . <br /> �..L Q . <br /> � � <br /> 2-MSTC66B3 SIDE � � <br /> BY SIDE � ' <br /> 8d NAILS @ 6"oc MIN. N � O � <br /> z � � <br /> � v � <br /> ROOF c,~� <br /> FLOOR JOIST PER PLAN TYP SHEATHING cWn <br /> a 1/4 <br /> � � � � <br /> N � WBM PER PLAN w/WEB 1/2" PLATE WEB � <br /> FILLER EA. SIDE w/1/2" STIFFENER EA. SIDE � N � <br /> THRU BOLT STAGGERED I 1 11a � O N <br /> 1 I � � � <br /> TOP AND BOT. 16"oc � �-- � <br /> @ � � �` <br /> z � <br /> S E CT I O N SIMPSON SB 7/8x24 EA. SIDE OF � � cn cn � � <br /> 8 WBM WEB. CENTER OF FLANGE I I > > o . <br /> 3/4"= 1'-0" � � STAGGERED INTO � � „ <br /> � � <br /> TOP PLATE � � "� <br /> _ <br /> � � � <br /> WBM PER PLAN, WEB � 2x6 DF#2 FLAT CROSS <br /> FDN WALL a a � BLKG. NOT SHOWN a a 1 1/2" 3" 1 1/2" BLOCKING @ 24"oc 3- 16d END NAILS TYP. <br /> FDN WALL& FTG. EQ• ° EQ. (4) 1/2"0 THRU BO�TS <br /> DESIGNER: LUIS MARTINEZ <br /> BEYOND WHERE ,: <br /> °` OCCURS <br /> � � <br /> �. <br /> . � a O ___ ___ ENGINEER: WADE DAMEY <br /> ,a --- --- EDGE NAILING PER <br /> Q ; _ SHEARWALL REQ. GYP. BOARD CEILING Z . <br /> W g Q. � � ° a' a 1/2"PL =' <br /> n- a ° ° ° a � PER SHEARWALLATHING �_ � PROJECT NAME: APARTMENT BLDG.ADD N. <br /> 2x6 SHEARWALL TYP. PERMIT STAMP HERE(21/2"x 2") � <br /> 0 <br /> a a � �. . <br /> 11I—I I I—I I I— v I I I—I11—I I I— ~ <br /> =I�I=I I(=I I =I I I=I(I=I I SCHEDULE � PROJECT NO.: 160001 <br /> I I 1=1 I I—I I 1= I I 1=1 I 1=1 I I— ~ <br /> � <br /> � <br /> w <br /> PER PLAN NOTE: °" <br /> - DATE: 01.19.16 <br /> EXTERIOR FTG. SHALL v; <br /> BE NIN. 18��BELOW i N T E R I O R S H EA RWA L L � <br /> SHEET NO.: <br /> FINISHED GRADE N <br /> SECTIO <br /> N SECTION SECTION � PARALLEL TO TRUSSES W . <br /> 9 � � � o � <br /> 3/4"= 1'-0" 3/4"= 1'-0,� 11 3/4"= 1'-0" 3/4"= 1'-0" � . <br /> a <br /> n n n n n n n n <br />