|
LECE\ }
<br /> 10 O . 1 © WALL TYPES, SEE SHEET A352b
<br /> 100'-0„ 100'-0„ 7---3'-0 3/8'>
<br /> GE \ EAL \ OYES :
<br /> 50'-0» 50'_0» 50'-0„ 50'-0„
<br /> FUTURE CRANE CROSSOVER BAY 1 . COORDINATE FINAL LOCATION AND WIDTH OF
<br /> 14'-2 1/2" GATES/ DOORS WITH THE PROJECT
<br /> ADMINISTRATOR AND SHOP MANAGEMENT.
<br /> 2. A FENCE RETURN OF 1'-0" SHALL BE
<br /> 3'-6„x3'-6>, 1 I I INSTAL
<br /> LED AS NOTED OR AT A MAXIMUM
<br /> TIE I FENCE RUN OF 20'-0"
<br /> VENTILATION
<br /> ILATION '
<br /> ^ :'° — 3. FURNITURE IS OWNER PROVIDED & OWNER
<br /> 1INC
<br /> OR CONTRACTOR INSTALLED.
<br /> , /Ili ‘
<br /> /Ili
<br /> ' �� _ _ _ _ _ I / < 4. INSTALL SLIDING GATE AS INDICATED ON
<br /> .�,.._� {
<br /> __ __ - _ MATCH LINE - FOR CONTIN JATION SEE BUILDING 4,�-024-1A24 _ J _ PLAN WITH CLASP AND LOOP FOR PADLOCK
<br /> H _ _ ',// /�i /h`/� STABLE /I/(/1/1 // i /////// 101K1,0 —
<br /> _ — — — T
<br /> -- - -- r— r- PER DETAIL ON SHEET 40-024-A533.
<br /> STORAGE _ � DOWNDRAFT TABLE ! � � I � -
<br /> _ — _ III111111�111III11111N11111111111111111 = m I — I 1 \ '� ' S. REFER TO WALL TYPES ON SHEET A352b
<br /> SHIM MILLS PCTBLMAzAK VTC-300C` I �- \�
<br /> UTILITY TRENCH
<br /> UTILIY TRENCH 103K9 36X36 /\
<br /> OPEN OFFICE I = 0 6, STEEL STUD FRAMING
<br /> o ,
<br /> 1ilk --.,-- • BENCH SPACE x
<br /> a
<br /> 101 K10 (- — - I ' i j 1 - CF STEEL STUD WALLS AND CEILING JOISTS
<br /> a / • 36X72 o, / 105K10 f�'----- _ I SHALL BE DESIGNED FOR THE DESIGN LOADS
<br /> >- -, ow ' / OPEN OFFICE ; I STATED BELOW:
<br /> M❑
<br /> / �� _ I Y MAZAK VTC-300C _ o ° SPACE I I I `��� o w 'Y �� �1 ®` ' "A •EIR I a. DEAD LOAD: SELF-WEIGHT OF STRUCT.
<br /> = --1rI- : `_ � '� TIM IIIIII��Illlllillilllllllll■I _ _ • %� I 102K 10 -' I � _
<br /> a / 1 ��•�■■• 1. 1 ' "� ,' , c.� 1 b. COLLATERAL LOAD= 5psf
<br /> �I�I� _ �� � I ( I �`= I � ST,^,IR I I iz P
<br /> / i (
<br /> "' / `i III �o, ' o c. CONSTRUCTION LIVE 20psf
<br /> Pi
<br /> /
<br /> w I cn yE/ t' 14 II!I- 111 1111 M .1�� -. -.. _ I LOAD=
<br /> IP
<br /> cn I d , ,,�,l r, �,[ alit IFACIII
<br /> .' / Ii "'Emagl ,.,1
<br /> I I I I I I ranI I ' C "S I ' �I 2- ALL LIGHT GAUGE STRAP BRACINGS TO
<br /> I co RESIST WIND AND SEISMIC LOADS PER IBC
<br /> w w ', ---- 1WINNiti _I •_■'!� 1�/IIi ' ' -"' 1o3K1 II (w 2015 AND ASCE 7-10 SHALL BE DESIGNED
<br /> .z 4 --•~�-'-° ( L— — —I - — _ -I FE-11 — ______IL___` BY CF STEEL DELEGATED DESIGN ENGINEER.
<br /> z y71./
<br /> / -- — — — ---- — -4-I— _L. I — — 3- CALCULATIONS SIGNED AND SEALED BY THE
<br /> / / -I — 102K10 t—
<br /> o I cn / I ////A/// /////////////////// / / � _
<br /> c� 1 0 Si) PANE —X X 7K1,J 04K1 7 I I �� DELEGATED STRUCTURAL ENGINEER
<br /> Li., m / VACUUM '- „ ,- „ 2 I x I REGISTERED IN STATE OF WASHINGTON SHALL
<br /> o ,�C , 3' 10 0 3 27 0 Li_ 1 _ x xx �( x I - BE SUBMITTED TO THE ARCHITECT OF
<br /> « 13K! RECORD FOR REVIEW AND APPROVAL.
<br /> L., / .
<br /> PUMP ROOM x x
<br /> � I / 104K9 x I CO \ STUCT C \ \ OYES :
<br /> = I j 1 MECHANICAL 1 I
<br /> Q \ �°'�\\ \ \ 114K9 105K9 z
<br /> 111111100- EXISTING WALL TO REMAIN.
<br /> �� 1 4 I X J
<br /> 1 •
<br /> I _ © 1 I 1 x I »
<br /> NEW SHOP FENCE TO 8 -0 H.
<br /> , _ x
<br /> _ .
<br /> H. _ _ __ __ __ .
<br /> POTABLE H-1-- A�
<br /> KIERAN frx
<br /> X � INSTALL 10 SLIDING GATE.
<br /> 30X48 xX"1 . : p x
<br /> rj
<br /> _� ± 8'-0" N I a — - 4 NEW MAN GATE W/ LEVER LOCKSET.
<br /> x x x x X X X X X X X X X X X
<br /> - -J 1 I [- _ t TE-1 MATCH - FOR CONTINUATION SEE1 9 - ©'� � LINE ONTINU SHEET Al FE 1 ALIGN FENCE WITH FACE OF WALL TO
<br /> - -- - - -- - -- -- -- -- -- 1 -- -- -- -- -- ALLOW INTERIOR SLIDING GATE TO
<br /> PEDESTRIAN AISLE BY-PASS EXISTING WALL CONSTRUCTION.
<br /> OPENINGS IN FLOOR SLAB
<br /> FOR CS&P DUCTS
<br /> 0
<br /> DATIAL FIST FLOOR PLA\
<br /> SCALE: 1/8„_1 ,_0" FIN. FLR. ELEV. 100,_0„ ���..,.�°°°�\ 1 (Ii) CD O
<br /> p cp ® 11
<br /> CI) ® 10
<br /> 1A10 1A11 1Al2 1A13 i �,,, 4,,,; ;
<br /> 0410
<br /> 1A15 1A16 1A17 1A18 1A19
<br /> ED
<br /> 1A20 1A21 1A22 1A23 1A24
<br /> ED
<br /> 1A25 1A26 1A27 1A28 1A29
<br /> 1A30 1A31 1A32 1A33 1A34 O
<br /> 0
<br /> KEY PLAN BLDG. 40-025 jak
<br /> SCALE: NONE /r
<br /> 4' 2' 0 4' 8' 12' 16' 20'
<br /> N . . R 0
<br /> ■ ■ ..
<br /> Iiiiii !.-- , 1 1
<br /> www.brph.com Copyright©2018
<br /> Architects Engineers, Inc.
<br /> 19020 33rd Ave W,Suite 530 State of Washington
<br /> n
<br /> Lynnwood,Washington,98036 Architecte of o 6032355
<br /> 425-921-3500 Architecture No.603235512
<br /> Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY KAG 06/15/18
<br /> 1114� THIS DESIGN AND oR CHECKED 06/15/18 PARTIAL FLOOR PLAN 16322 06/15/18
<br /> 0 Temp MCS Utilities & Trenches — Issue for Construction (WBS16322) KAG KML 06/15/18 Kenn L ry REGISTERED
<br /> osss AM 0 -201 (-�'l ,�I'ECT SPECIFICATION IS APPROVED ENGINEER TITLE SHEET
<br /> �`» ® ` ® APPROVED BY DEPT. DATE KML 06/15/18 FACTORY TRANSFORMATION - 777x Wing Body Join
<br /> CHECKED 1 1\1 4 -823
<br /> - KENNETH M. LOWERY APPROVED BUILDING 40-025
<br /> STATE OF WASHINGTON JOB NO. WO 15/2899-823 COMP NO.
<br /> APPROVED ARCHITECTURAL MASTER COL. K-L/9-11 ' EVERETT, WA DWG NO. 40-025-1A14-823
<br />
|