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A -�
<br /> BLDG CLADDING HSS8X6 HDR UNISTRUT P1000 BOLTED
<br /> BEYOND I FIELD LOCATE THRU (E) 2L TOP CHORD
<br /> ' i 1 ;.r, W/ (2) NUTS & WASHERS,
<br /> BRAKE MTL E 2L TYP �P (2) PLCS
<br /> A c > >
<br /> FLASHING ROLL DOOR Q
<br /> BEYOND, BY � ENCLOSURE .
<br /> },
<br /> SAWCUT JOINT AND DOOR MFR BEYOND CLADDING PANEL W10 COLUMN .
<br /> ROUGHEN THE EDGES HSS8X6 HDR
<br /> � BLDG CLADDING �� � �
<br /> (E) SLAB (N) 8 SLAB W/ �4 @ � \ HSS8x6 BEAR ON UNISTRUT P1000 �r UNISTRUT P1354 W/ �
<br /> 12" OC EW, MATCH (E), +16.25 _ BENT PLATE 3 MIN � „ r' � ) /
<br /> " 4 HHCS 8c NUTS ,'
<br /> VIF i Y � THREADED RO � ,�
<br /> PL3/"x3"x0'-5" � � „ W/ UNISTRUT P1010 UNISTRUT P1000
<br /> � - EA SIDE CAP PL Y4 %"x8x8x0'-9" BENT CHANNEL NUT, TYP
<br /> �- SEAL WELD � � PLATE T&B W/ %" (4) PLCS UNISTRUT SPF300 W/
<br /> -1II-III-III III-II i i HSS8X8 JAMB CENTER STIFFENER a (2) HHCS & NUTS
<br /> � �_� � �_� � �_� � �_� � �= jg I I y4 � '
<br /> +7.21 '� y i y4 DOOR HEATER
<br /> %4"�x1 '-3" SMOOTH A36 DOWEL „ i i �6� y4 SECTION A-A "
<br /> Q 2'-0" OC C8, PROVIDE (3) � DIA i �
<br /> EXP BOLTS EQL SPCG � L3x3x%x0'-4"
<br /> ALONG PCC PANEL W/ 1 '-1 "
<br /> 3" MIN EMBED � PRECAST PANEL
<br /> AVOID CUTfING (E) REBAR
<br /> TYP S �AB TRENCHI �IG DETAI � A DOOR FRA�IIf� G SECTI0 �1 B HEADER TO COLUMf� CO �1N � TYP DOOR HEATER MO � �1TI �1G DETAIL AT ROOF � Y
<br /> SCALE: 1/2"=1 '-0" S62,S66 S506 SCALE: 1 "=1 '-0" S210 S506 SCALE: 1 "=1 '-0" S210 S506 SCALE: 1 "=1 '-0" S 05 6
<br /> � .
<br /> 6"x6" CURB W/ �4 _
<br /> CONT 8c HOOKED BARS ,�'� `\
<br /> C� 16 OC> CTR ON FTG � � ,
<br /> WHERE OCCURS CL /� CL /� L ���
<br /> /1 /-1
<br /> �G FTG �
<br /> � �� � 4" ACO KLASSIKDRAIN KS100
<br /> EQUIP SLOPE Y:12 ' � -g 8� SLOPE Y:12 � �-9t� 8� \ � W/SLOI-I�ED STAINLESS STEEL �
<br /> FROM CL
<br /> WATERSTOP FROM CL PRECAST PANEL ��� / GRATE
<br /> TOSL i WHERE OCCURS i � _.
<br /> ` - - - �— ASPHALT � ASPHALT i p 8" MI 8" MIN
<br /> I-III III- -� TOSL �� TOSL AS REQD AS REQD
<br /> =II1= I1-1 SEE CIVIL i i �— SEE CIVIL i � i �— 0.5� 0.5�
<br /> ,
<br /> i i HSS JAMB � i i HSS JAMB —� ` � � $� �
<br /> i � BEYOND � BEYOND �_____ . , w � _____� �
<br /> 8" SLAB W 4 � � TO EXT g,> SLAB W 4 � � � TO EXT ��
<br /> WALL FTG - �T -
<br /> WALL FTG
<br /> -I I I-I I I-11 I-I I I-I I I CONC FTG C� 12" OC MAX EW C� 12" OC MAX EW ��,I I I I I 1= � -I I I=I I I,;,I I �-
<br /> REINFORCEMENT 1=1I1=1I1=1II=1II= DIMS PER PLAN , �
<br /> PER PLAN i � i i (E) SLAB � � w� (E) SLAB
<br /> NOTE: COMPACT SOIL UNDER SLAB AS -- - - - - - - Q� �
<br /> INDICATED IN THE GEOTECHNICAL REPORT. "'-"'- "'-"'- ���-��� '���-���- �4 DOWE� W/ STD �°O
<br /> SOIL PROPERTIES SHALL BE CONFIRMED BY HOOK @ 12" OC _ _ _
<br /> THE SOI�S ENGINEER PRIOR TO INSTALLING EPDXY EMBED 6" INTO "-� � �=1 I (=1 I 1=I I 1=1 I 1=� � '
<br /> NEW FOUNDATIONS AND SLABS. (E) S�AB, TYP "'-iTl=�'' �
<br /> E� � I � � C�� �4 C� 12" OC MAX EW
<br /> L �
<br /> FOU �IDAT10 �1 SECTI0 �1 E S �AB SECT AT DOOR OP �1G F SLAB SE�T AT PCC PA�IE� � THICKE�IED S �AB AT TREf� CH DRA N N .
<br /> SCALE: 1/4"=1 '-0" S12,S16,S62,S66 S506 SCALE: 1 "=1 '-0" " ' " S210 S506 SCALE: NTS �
<br /> S210 S506 SCALE: 1 =1 -0 S62,S66 S506
<br /> R D
<br /> TRANSFORMER I \
<br /> CAP PL %6" BUILDING COL SEE ELECTRICAL
<br /> SEAL WELD r, TOS 4'-6" i i i 3 1 '-6"
<br /> �P AROUND AFS i i /6 i L4x4� VERT �
<br /> NOTE: � i i � Np
<br /> COORD DIMS W/ HX MFR. S5�6 i i 3is BRACE BELOW
<br /> �P i i i � Y"� A325 THRU BOLTS @ BUILDING COL o o f
<br /> CONC SLAB 4,_�„
<br /> i i EA CORNER W/ VIBRATION �
<br /> _ _ _ _ HSS TYP i i ISOLATION PADS, SEE � - - �o :
<br /> SEE PLAN � � - ELECTRICAL SPECS w = _ - .. R
<br /> i �
<br /> B P�"x8"xAS REQD W/ � � �6 -fYP i i �
<br /> CONC CURB OR » 3 i i L4x4 TYP --� o
<br /> E PRECAST PANEL �� (2) 5/ DIA EXP ANCHORS �6 i i � 1 z z �- ° �
<br /> WHERE OCCURS i EMBED 4 0 1 =
<br /> i i i '_' Q =
<br /> ,,-, BEAR ON (E) FTG BLW N � � TOS 2,-�,> i i /6 nP 7 � _ �
<br /> � A F S i i z L 4 x 4� P
<br /> %6 i i js �i � � L4x4xy4 H RIZ �6 �P .�
<br /> � � � �n o BRACE BELOW
<br /> `` M
<br /> HSS JAMB 2,> - - - - W
<br /> HSS3x3x%6 `L' S506
<br /> 2„ �P POST, TYP `f'
<br /> 1y2" B PL3/„x3%»x0'-9Y2" — �
<br /> Hss3X3X 16 BM Nx EQuiP aBv �— w/ (2) y„ o�a ExP TRA�I S FO R IUl E R S U P P 0 RT D ETAI �
<br /> HIGH & LOW, TYP HIGH & LOW TOSL ANCHORS, EMBED 3Y4�� . „_ , „ M TRAf� S �0 R M ER S U P PO RT D ETAI � � 5
<br /> 5 0 0� E A M A X - �-- S C A L E. 3/4 -1 -0 S� SCALE: 3/4"=1 '-0" E9 S506 �
<br /> 2��,
<br /> oFFMAN .�
<br /> JA�1B SECTIOf� � HX SUPPORT FRAME — PLA�I � HX SUPPORT FRAME — E� �� H � � H E E R s
<br /> " ' " " ' " " ' " I S S U E F 0 R P E R M I T 1101 2nd Avenue,Suite 400�Seattle,WA 98101
<br /> SCALE: 1 =1 -0 S210 S506 SCALE: 1 =1 -0 S506 SCALE: 1 =1 -0 S506
<br /> �� �,i ph 206.623.0717�fa�c 206.62d.3T75
<br /> coffman.com
<br /> LASTING creativity�results�relationships
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> �gY �• 0� ACCEPTABILITY R. REEVES 03.05.18 —
<br /> '� OZ �'�$ THIS DESIGN AND/OR CHECKED STRUCTURAL DETAILS w5240458 03.05.18 •
<br /> — 777X PALLETIZED RACEWAY TOOLS W5240458 CEI EO 03.05.18 �'TR�' � SPECIFICATION IS APPROVED R. MORGAN 03.05.18 sHE�r '�
<br /> BOE,�� � � TITLE
<br /> APPROVED BY DEPT. DATE R. MORGAN 03.05.18 777X PALLETIZED RACEWAY TOOLS S�O�
<br /> CHECKED
<br /> � E. OJALA o3.05.�8 BUILDING 44 0�5 �
<br /> � JOB N0. COMP N0.
<br /> �� � aPPRovE� W5240458 , "
<br /> '�'ss,�oN ��� APPROVED STRUCTURAL MASTER EVERETT, Wq owc No. 40-005-S506
<br /> 3/�,/1 R
<br />
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