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N ENGINEERING <br /> , <br /> � <br /> �+ 250 4TH AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> + PHONE (425) 778-8500 <br /> o - <br /> FAX (425) 778-5536 <br /> 5/8"�THREADED ROD STAGGERED `� N <br /> � <br /> EDGE NAILING @ 12" OC EPDXY W/HILTI HIT-HY .+ `i <br /> � <br /> PER NOTES 200, PROVIDE 5 3/4" EMBED INTO <br /> 5 3/4" EXISTING CONC WALL 4" <br /> MAX SHEATHING PER <br /> PLAN NOTES SECTION A-A <br /> SIMPSON CBSQ EXISTING 6" SLAB <br /> U 6�� 9�� COLUMN BASE ON GRADE TO BE NOTE: '' SIMPSON LUS <br /> W MIN MIN FIELD VERIFIED CONTRACTOR SHALL USE MEANS a JOIST HANGER TS COLUMN <br /> a d a a a. NECESSARY TO LOCATE REBAR. PER PLAN <br /> • b • d • • DO NOT DRILL THROUGH REBAR. DOWEL& EPDXY#4 BARS @ <br /> �C X X � a x � X X 4 (2) 5/8"� BOLTS � 16 <br /> a 8 a 18 OC INTO EXISTING SLAB W/9° EMBED � #4 BARS <br /> - a @ 18" OC <br /> � i a �_ - ' OR FOOTING W/HILTI PL 3/4 x 4 x 0'-10" A I A �� <br /> �I I a _ � a I I I- � a HY-200 EPDXY,TYP ALL SIDES 3/4" LEVELING 9" 6" EXIST 6 SLAB <br /> DOWEL& EPDXY(2)#4 4 a. � ° a a a � � p GROUT Np �P ON GRADE <br /> BARS INTO EXISTING a a N " <br /> SLAB W/HILTI HY-200 ° a 4 � a � .I l4 <br /> EPDXY AT EA FACE (8) a a a d ' z m � x x. <br /> 4 <br /> TOTAL PER FOOTING • a • � •° a. a M � a _ = a d a �� Q1 a == o <br /> FOOTING a <br /> ���-� � �-��(-� <br /> PER PwN -I I I��I � ' � a a a. ° a I I !-I I I= <br /> 101ST PER -- <br /> EXIST CONC 7 1/4" WALL p�,qN <br /> 3'-6" (3)#4 BARS EA WAY, TO BE FIELD VERIFIED CONTINUOUS 3�� <br /> FOOTING PER PLi;�d (5)#4 BARS <br /> TYP TOP& BOT CONTINUOUS 4x12 MIN 3'-p" CONT <br /> DF#2 LEDGER <br /> EXIST REBAR <br /> G� �� <br /> SECTION SECTION SECTION G.�'�� AA�r��� <br /> � � ��;�., <br /> 1 SCALE: 1" = 1'-0" � SCALE: 1 1/2" = 1'-0" � SCALE: 1" = 1'-0" <br /> fl== <br /> �� �:�`. � <br /> o'��,� 2 i���� <br /> aNAL <br /> XX/XX/XX <br /> 2x10 RIM <br /> SHEATHING <br /> PER ARCH <br /> BEAM PER <br /> PLAN 5/8"�6 <br /> THRU BOLT <br /> POST CAP �� )�� <br /> L2 x 2 x 1/4 x 2 1/2" LONG 4xC NO. 2 4x8 BEAM <br /> W/(2) 1/4"�LAG SCREWS MAPLE POST BELOW (2)5/8"�6 THRU BOLTS <br /> EA LEG,TYP 3x4 NO. 2 VERTICAL CLEAR <br /> MAPLE RAILING DISTANCE OF 1" MIN <br /> 4x4 POST RIPPED cn <br /> TO MATCH ANGLE J Z <br /> SECTION A-A WELDED CHANNEL FRAME OF RAILING � � <br /> FOR INFILL PANEL,AND _ j <br /> ATTACHMENT TO RAILING AT"LONG" GLB AT" SHORT" GLB Z � w <br /> BY OTHERS O ? � <br /> SECTION B-B � N Z <br /> A � � � <br /> � <br /> W w O <br /> � d U <br /> 3x4 MIXED MAPLE NO. 1 <br /> RAILING,TYP TOP& BOT A � #4 @ 15"OC 10�� W � � <br /> = x 4x6 N0.2 � op O <br /> � � � � <br /> � a MAPLE POST <br /> � � CONTRACTOR COORD DIM `� O � <br /> W/ELEVATOR MFR DRILL& EPDXY DOtiNELS INTO Y <br /> WELDED WIRE #4 @ 15" OC Q <br /> BEAM PER PLAN NOTCH PLYWOOD ANELI BY OTHERS #5 @ 15" OC EA WAY EXIST SLAB W/HILTI HY-200 <br /> 10" <br /> 1 4 aROUND POSTS _ EPDXY W/6" EMBED � <br /> TYP AND SCHED NOTE: � CENTERED EXIST SLAB ON 6RADE AND <br /> 1 4 N SUBGRADE PER PLAN DESIGN: DTR <br /> SHEATHING PER FOR INFO NOT SPECIFIED <br /> PLAN & NOTES HERE, REFER TO CASE A. , � .� -� .x<= x° ,� x a x < x - x '= x ° ` DRAWN: JCS <br /> 1'-4° � °�o� � °� �' �,°� � °� � °�' � e < ' �� � �� �� � �� ^ ��a <br /> � (2) 5/8"�THRU BOLTS, ' b I I I I I I - I I I I I I I I� I'I° d �� �� :o �� � �� �a �� � CHECK: CCC <br /> 1 1/2° SHEATHING CUT BOLT EVEN OF � -��� ��� �� - <br /> �P � PER ARCH SHEATHING, RECESS NUT -I I I I I,��I i I �� JOB NO: 14125.1 O <br /> `� AND WASHER AS REQ'D LL ADDITIONAL#5 BAR AROUND DATE: 08�08�1 4 <br /> � B B � PERIMETER <br /> + � �oisTs �2� 5�g„�y <br /> 0 <br /> "' THRU BOLTS DOWELS TO MATCH AND a a � (1)#5 x 2'-6" EA 8" <br /> PER PLAN � SIDE OF SUMP a TYP <br /> -� U 2x10 HF#2 LAP VERT WALL REINF <br /> "' RIM,TYP <br /> d <br /> 4 <br /> 3"TYP EDGE <br /> � DISTANCE ° <br /> 5/8"(6 A307 BOLT,TYP � SIDE PL BEAM PER � `-' <br /> � 1/4 x 12 x 1'-4", PLAN <br /> I BOTH SIDES 4x8 DF#2 BEAMS, E4 EQ #5 @ 12" OC EA WAY (3)#4 EA STD STD <br /> PL 3/4 x 7 1/4 x 1'-4" I TOP& BOT. PROVIDE TOP& BOT � WAY Z� <br /> 3 16 <br /> (1}A35 CLIPS EA END / /� <br /> V / <br /> _ oc <br /> HSS COL A. POST CONNECTION @ BEAM B. INTERMEDIATE POST CONNECTION �» � 1'-6"x 1'-6"x 1'-6" DEEP SUMP J <br /> PER PLAN g�� 1�_6�� g�� WITH LOCATION PER � <br /> MECHANICAL DRAWINGS � <br /> � <br /> SECTION SE�TION 6 TYPICAL SECTION THROUGH ELEVATOR PIT W <br /> 4 SCALE: 1" = 1'-0" � SCALE: 3/4" = 1'-0" <br /> SCALE: NTS � 0 W <br /> � ( ^ � <br /> O v � <br /> � � 0 <br /> W <br /> � � _ <br /> SHEAR WALL SCHEDULE Q <br /> SILL PLATE � � w <br /> MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE ANCHOR SHEAR w / n <br /> TYPE APA-RATED ADJOINING PANEL NAILING BLOCK CONN TO NAILING TO gOLT TO SLAB OR FOUNDATION CAPACITY �. � V � <br /> SHEATHING EDGES(SEE NOTE 5) AT PANEL EDGES TOP PLATE Rg LOWG FOUNDATION SILL PLATE SIZE �P�F� Z <br /> SW6 15/32" 2x STUD 0.131"�x 2 1/2" LTP4 OR A35 0.131"�x 3 1/4" 5/8"�AB W Q � <br /> ONE SIDE AND BLKG @ 6" OC @ 24" OC @ 6" OC @ 5'-0" OC 2X 242 V 7 J <br /> � L Q <br /> 15/32" 2x STUD 0.131"�x 2 1/2" LTP4 OR A35 0.131"�x 3 1/4" 5/8"�AB � <br /> SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC @ 4" OC @ 4'-0" OC 2x 350 Z � � <br /> a � c�, i <br /> 15/32" (2) 2x STUD AND 0.131"�x 2 1/2" LTP4 OR A35 0.131"�6 x 3 1/4" 5/8"�AB - <br /> SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC @ 3" OC @ 3'-0" OC 2x 455 N � � 7 <br /> L /1/ <br /> 15/32" 3x STUD AND 0.131"(6 x 2 1/2" LTP4 OR A35 0.131"S6 x 3 1/4" 5/8"�6 AB � � �� <br /> SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC " �_ �� 2x 595 �/ O � O � <br /> @ 2.5 OC @ 2 6 OC � <br /> 2SW4 15/32" (2) 2x STUD 0.131"�x 2 1/2" LTP4 OR A35 0.131"�x 3 1/4" 5/8"�b AB = � �j � W <br /> BOTH SIDES AND BLKG @ 4" OC @ 10" OC @ 2" OC @ 2'-0" OC 2x 706 V � <br /> � Q Z <br /> 15/32" (2) 2x STUD 0.131"�x 2 1/2" LTP4 OR A35 0.131 x 3 1/4" 5/8"�AB Q / � <br /> 2SW3 gOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC Zx 910 � � � V / <br /> 15/32" 3x STUD 0.131"�6 x 2 1/2" LTP4 OR A35 0.131 x 3 1/4" SJ8"�AB - � W � <br /> 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 Z � W � � <br /> O � > 0 Z `� <br /> NOTES: � <br /> 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. � � W � � <br /> 2.THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES& RIM/BLOCKING. � <br /> � <br /> 3. NAILS AT ADJOINING PANEL ED6ES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. <br /> 4.WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL SH EET: <br /> BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. <br /> 5. WHERE TABLE SPECIFIES (2j 2x FRAMING, CONNECT(2) 2x STUDS AND BLOCKING AS FOLLOWS:SW3 = (2)0.131"� @ 3.5" OC, 25W4=0.131"� @ 2.5" OC, <br /> 25W3=(2)0.131"� @ 1.5" OC. <br /> 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF(2) 2x FRAMING SPECIFIED IN TABLE. <br /> 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. <br /> 8.AT ALL 5/8"�SILL PLATE ANCHOR BOLTS, INSTALL 1/4"x 3"x 4 1/2" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. <br /> FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. <br /> 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. � <br /> 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG <br /> DIMENSION ACROSS STUDS. <br />