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Plans � to . i SHEET NUMBER IN r 1 1 L__ � L s :\tc- O `7 L: 1 2 3 5 I SHEET: 1 OF 1 I I I LI :v U g 4 6 J\/ Pte / ■■■ I I a - J -- -- I IL �I • / * \ jcb � � , � o / / Z CNI , / M U / / I r/1 Q d 1 / 0�� N / , x 263 _ - - 1 7 / CLEAR ZONE / 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 RO CD / / I . J � p � A C4 DUMPSTER / / / / I 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 H < WU m a 0 -, / I 0 W / I Z Z W Q Z 0 / Q O Z / Z O Y O / I !MP D' WOQOS / I OIYWO' CLZ CL/ ❑ ❑ ❑ ❑ ❑ ❑ _4l ' Z • III : / 7 / d' Ill / / I I a o A M / / / 44X96 44X96 44Xffi 44X96 44X96 44X96 44X96 44X96 4 4 Jr ., N 0 SPECIAL 9i,t,ai'l L. I ION REQUIRED a. p to State of Oregon Structural Specialty Code co -----c- o1- 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" ❑ Concrete and Reinforcing Steel o Z Zq p0 o is Installed in Concrete / 0 ( rye Et❑ Special Moment-Resisting Concrete Frame O O ❑ Reinforcing Steel&Prestressing Steel Tendons 0 d o ❑ Structural Welding ❑ High-Strenght Bolting Z 1, ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ;; PLAN VIEW ❑ Insulating Concrete Fill 1- SCALE: 1/8" = 1'-0" ❑ Spray Applied Fire-Resistive Materials �r,? ❑ Pilings,Drilled Piers and Caissons ,lJ ❑ Shotcrete ❑ Special Grading, Excavation and Filling 'n Q N ❑ Smoke Control Systems o C4E-1�tr-- 1021 119( 8' _ Orr ❑ Other Inspections ° CITY�F� TIGARD Approved... [yr i_ � �� Conditionally Approved [ ] ce See Letter to:Follow [ ] w a. c At lied [ E-1 0 d PermitNumbe}': � .tt' 4-* i01 i�� o — Address:`• ` iC.L�I( e r o a r` [ By: ;il Date: -. LaI o O w Approved plans l o N shall be on job site. o re O CO 'u' OFFICE COPY N 0 N a 3 to 0 I O M U ininES (9 LLi z z f- I -i i;i = 0 Q cc J in co o o u_ 44" x 16'- O" UPRIGHTS DRAWING NUMBER 4" x 96" BEAMS RACK ELEVATIONS I = 1 SCALE: 1/4" = 1'-0" J 0 V-B NOTES: CI Z ' 1. DESIGNED PER SECTION 2208 OF THE 2010 OSSC. ►, \d Fa 1.11 &Ss 0.97 � ct, ri,, op TYP v 2. STORAGE CAPACITY: 5,000# PER LEVEL. 1/8 V21/2 0 / 311 3.ASTM A1011 FOR SHAPE Fy = 55,000 PSI GRADE 55. < �. W N II •"\ O O © j 4.ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). ,�� �1(j� � N II .�� 5.ANCHORS: HILTI KWIK BOLT TZ. V W N. I 6.ANCHORS SHALL BE INSTALLED PER ICC#ESR-1917. 1 ® R _ II ( 7. CONCRETE: 6"THICK x 3,000 PSI. ��� O \ �I 1/2"0 ANCHOR / Q \ ■ ( / 8. SOIL BEARING PRESSURE: 1,000 PSF. - \ 14 GA. © 1 1/2 \.' 1/8">1 1/4" <TYR 3" SLAB ON GRADE „l 1m CICII O Q• °• I Z rr I ° ° ' ' 2 1/2 MIN.• . 1 1/4" j II ---J :,: 16 GA. I j \ ° 3"APII .L O 09/16" T11 <T3/411TYP. — _ —►C 1/8 V3/4 1 � - — — — — — — — — oC V \ on 3/8 TH K. 1 4 =111=1111:IF 1=117 I=.i=1=l'�" ° \\ i SOIL I 0 < )1 `. 1 3"APPROX. \\\ i j (2)ANCHORS REQ'D PER BASE PLATE '\\ 4,-- O PLACED AT OPPOSITE DIAGONAL CORNERS \ si OD BASE PLATE O-A TYPICAL BRACE TO COLUMN CONNECTION COLUMN 3 ANCHOR 4 HORIZONTAL & DIAGONAL BRACE GENERAL CONFIGURATION 1/8"V <TYP. 0 -1 5/8' I 1 1/2" 1"� 0 6: 0 // ■ / 111 ® 1 /8" 1 ,. ■ 211 P. 4 1/8" I' 74), .II 16 GA.4' 1 a._U 4> r. ., ¶TO ® O ® \ , I t < < < < < 0 0 0 , 7 GAS/ 3 3/16" TYP.� 1/8" V 0 1 0 6 1 CONNECTOR c, z B TYPICAL BEAM TO COLUMN CONNECTION 5 BEAM 0 C) CI 0 E U cn w 0 TYPICAL 6" i F-42" i m \ — — \ — — w \ a • LccJ « a < 44" SEIZMIC \ EST. 1985 SEIZMIC ENGINEERING,INC. 161 Atlantic Street Pomona,California 91768 Te I.(909)869-0989 44" Fax(909)869-0981 72" DRAWN BY: P.O./L.C. DATE: 07/03/13 192" 192" LAST REV.BY: REV.DATE: TYPE: SPC SCALE: N.T.S. APRV'D BY: SAL E.FATEEN 44" QppFESS/p .- ` `oi•''`• �� t _ �2 t,, i 2 1 0 , _ ,,- -- 5, V4( o . -: r . 1 :a o * . 72" 4•R 1 o n 3,r,. • '-'l- IS<‘\ , EXPIRES 12-31-2013 DESCRIPTION: 12 I/s" STORAGE \ \ RACK FRONT VIEW SIDE VIEW DETAILS DRAWING NUMBER: J STORAGE RACK ELEVATIONS 13-0982-A