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ENGINE�RING <br /> 250 4TH AVE. S.� SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> FAX (425) 778-5536 <br /> 4x FULL DEPTH 0.162"{b x 3" NAILS @ 2" FLAT 2x4 BLKU W/SIMPSON <br /> DF#2 BLKG W/ OC FOR LENGTH SHOWN A34 CLIP EA END PROVIDE (2) <br /> A34 CLIPS EA END 4x FULL DEPTH BLKG 10d x 3" NAILS @ EA JOIST EXIST ROOF PURLINS, <br /> 7 1/4" 2-0 BETWEEN BEAMS, PROVIDE EXIST ROOF BEAMS SIZE AND SPACING TO <br /> M�N (2)A34 CLIPS EA END,TYP DEPTH TO BE VERIFIED BE FIELD VERIFIED <br /> _ __ NOTtS: <br /> + ', x 1. CONTRACTOR TO USE MEANS <br /> NECESSARY TO LOCATE CONCRETE <br /> EXIST 7 1/4" CONC -� _____ -------- - REINFORCEMENT PRIOR TO DRILLING. �'�vY C,�q <br /> DO NOT DRILLTHROUGH REBAR. G' 8l s <br /> TILT UP WALL,TO a. EQ EQ EQ EQ pF wAS <br /> BE FIELD VERIFIED ° �'�- PER DETAIL 5, THRU8BOLTS 2. NO CONC WALL AT SIM SECTION. PL 1/2 x 6 x 2'-6"ATTACH TO N�� �°i'4•'0\ �o <br /> � ELEVATOR CEILING TYP BOTH SIDES <br /> Q PER ARCH �,� L3 x 3 x 1/4 BRACE MAX BLKG W/(8) 1/4"�SIMPSON SDS <br /> a � <br /> a SLOPE OF 1:1 MAX SCREWS W/3" PENETRATION <br /> 4x FULL DEPTH 2x4 ROOF LENGTH OF 12'-0"TYP ELEVATOR RAIL � z�2� <br /> - � � - � � � • � � • -� � � � � � FRAMING ATTACHMENT PER MFR 5/8"�THREADED ROD,TYP(4) �� L � � <br /> a DF#2 BLKG W/(2) —� / PLACES, COUNTERSINK BOLT& SI�IVAL � <br /> ° a A34 CLIPS EA END / � � � PL 1/2 x 6 x 2'-6" <br /> E $ � $ _ � PROVIDE 3"�WASHER @ END XX/XX/XX <br /> o PROVIDE NOTCH IN BLKG � m � 6x FULL 1 1/2" <br /> TO ALLOW CLEARANCE BEAM PER DEPTH BLKG �� <br /> a FOR ANGLE BRACE PER DETAIL 4 TYP PLAN <br /> ° BOTH SIDES 1/2" SHEATHING, PLAN (BEDYOND) PER <br /> a PROVIDE#10 SELF-TAPPING INSIDE OF SHAFT,TYP <br /> m � � METAL SCREWS @ 6" OC IN HSS 5 1/2"x 5 1/2"x 5/16" 6" <br /> p LL STEEL COLUMN COLUMN,TYP <br /> � <br /> � 3'-4"± 8'-4�� <br /> +i `� ° <br /> > a <br /> � � VERIFY ELEVATOR RAIL MFR <br /> �' � PL 1/2 x 6 x 2'-6",TYP ATTACHMENT TO PROVIDE DBL 2x <br /> a ° i MOUNTING PLATES BY MFR FULL DEPTH JOIST o 0 <br /> i <br /> , <br /> SIMPSON HDU2 W/(6) 1/4"QS <br /> a � 1 4 TYP SDS SCREWS,TYP(4j PLACES <br /> o I (2 PLACES AT SIM SECTION) <br /> o PROVIDE 0.162"�x 3" NAILS @ 2 1/2" <br /> � �� OC FOR EXTENT SHOWN o 0 <br /> a a 3 3-6 <br /> a <br /> Z ° COUNTERSUNK BOLT& EXISTING FLOOR JOISTS <br /> SIZE &SPACING TO BE <br /> °-- PROVIDE 1/4"x 3"�'6 � � � � S�M FIELD VERIFIED <br /> 6x FULL DEPTH BLKG, • • <br /> ° WASHER,TYP - <br /> a TYP FOR FULL LENGTH <br /> DBL FLOOR ° OF ELEV WALL - - - cn <br /> JOIST � Q O <br /> ° � N <br /> a a � a . a � <br /> a ° a — � <br /> ° `�' a a Z � � <br /> `}� a a p � � <br /> H <br /> OR NOTES AND DETAILS NOT „ DRILL& EPDXY THREADED � � w <br /> EXIST 7 1/4 CONC � — <br /> SPE CIFI CALLY CALLED OUT ROD W/HILTI HIT-HY 200 U � <br /> TILT UP WALLTO ADHESIVE, PROVIDE 4" EMBED (n � � <br /> HERE REFER TO DETAIL 2. BE FIELD VERIFIED w w O <br /> o a c.� <br /> � � <br /> ELEVATOR ANCHORA�E DETAIL PLAN o 0 0 <br /> � SCALE: 3/4" = 1'-0" � SCALE: 1"= 1'-0" <br /> O � <br /> Y <br /> - � � <br /> Q <br /> � <br /> DESIGN: DTR <br /> DRAWN: JCS <br /> CHECK: CCC <br /> JOB NO: 14125.10 <br /> DATE: 08�08�1 4 <br /> EQ 4x FULL <br /> DEPTH BLKG <br /> I I E4 JOIST PER <br /> I I ANGLE BRACE SIMPSON A34 <br /> I I 1 1/2" 3 16 CLIP @ 24" OC 2x4 RIM PLAN <br /> EQ EQ I I 3 16 <br /> I I 3�� _ — <br /> 1 4 � BEAM � <br /> � - PER PLAN �' <br /> 14 I I � N m <br /> T I I <br /> I I � + PL 1/4 x 3 1/2 x 0'-5 1/2" I >� � 5/8"� BOLTS <br /> �� COLUMN j � � PL 1/4 x 5 1/2 x 0'-5 1/2" I 3 16 <br /> r' o PER PLAN I I j I SHEAR WALL PER <br /> ;_., I I <br /> COLUMN PER PLAN I I Z 5/8��� I � COLUMN PLAN AND SCHEDULE <br /> I I � ) PER PLAN � <br /> PL 1/4 x 5 3/4 x 1'-0" � i 1/2 BOLTS W <br /> � PL 5/16 x 4 1/2 x 0'-4 1/2" BRACE CONNECTION @ TOP OF COLUMN TYPICAL CONNECTION @ TOP OF WALL � <br /> PROVIDE (2) 5/8"(6 O <br /> LAG SCREWS W/5" 1 4 � <br /> EMBEDMENT,TYP <br /> w � <br /> SECTION SECTION SECTION � � <br /> 3 SCALE: 1 1/2" = 1'-0" � SCALE: 1 1/2" = 1'-0" � SCALE: 1" = 1'-0" � Q <br /> ~ W <br /> W 0 <br /> U <br /> Z � O � <br /> Q � N Z <br /> � � � � <br /> � <br /> � oQ Q <br /> � � � � <br /> w Q � <br /> N � W W <br /> z � ,� w <br /> o � > � � <br /> � � W N � <br /> � <br /> SHEET: <br /> � <br /> ■ <br />