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Plans PERMANENT PLAQUE NOT LESS THAN • •. .. is . .. . . . 50 SQ ' INCHES IN AREA TO BE PLACED (NOTES I • • • . • • .... • • • • • IN CONSPICUOUS L ❑CATION STATING 1.) DESIGNED PER 2003 IBC • • '� �' ... • • .. • • • . • • • • • • 2.) MATERIAL SPECS: Fy = 50 ksl EkagT At N❑AEt • 1- • � • � 1600# CAPACITY /ARM OVER (6)ARMS= 9600 # /LEVEL ON (5)LEVELS .wA. J ALL WELDS E70xx ELECTRODES z �, w 250# CAPACITY /ARM OVER (6)ARMS =1500# /LEVEL ON TOP (3)LEVELS v w CRY OFTIGARD ASPHALT SLAB OVER CEMENT TREATED SOIL (' 120' 120° Approved ALLOW SOIL PRESSURE 100D; psi' • • • • • E • • 4' -0' 4' -0' Cond itlonallyApproved ,) SEISMIC Ss =106%g S1 =37%g DESIVN C.RT •'D ; : : :5 - r 1 r x(4) BAYS I I l J LOAD PER LEVELS SEE NOTE ABO E,VATiOa •A' N For the �casde ••• • PERMIT NO. (S� ,p �/ 5.) ANCH ❑RS TO BE 1/2 0 EPDXY ANCHORS z cu ARM [ ARM 192' See Letter to: Follow MINIMUM OF 6' EMBEDMENT PER CARLSON TESTING Cu ° ): w/ SPECIAL INSPECTION REQUIRED.. ... .. .. Attach ARM ARM 168' HORZ STRUT HORZ STRUT Job Address:$9� tw 1iv� 1' w/ MINIMUM OF 7000# TENSION PRQOF ❑F� . • ¢ o 17' -0' w [ :•. By' Date: • • • • • • A : : :•: I i i ARM ARM 144' N ARM n ARM 120' \ BRACE DETAIL 14. Im EIVHD ,. k : A RM ARM 96' DEC 12 2006 ❑RZ STR , ORZ ST7j, 1/4' BRACKET PLAN VIEW A W/ (4)1/2'0 PINS ell YY ok 'KAKI) ARM ARM 72' 116 .i t����'��TQ p� o 3/16 [ X -BRACE o 4' 2° TILT FROM HORZ m ARM J (' ARM 48' �' IOGA MAT'L jr 4 ' ❑RZ STR , •ORZ STR a— ELEVATION VIEW L ARM ARM 24' COLUMN-BASE O I— CONNECTION DETAIL (4)PIN CONN m 4 CIU UMN SECTION i '� BASE SECTION BA ARM DETAIL UU Y N r --t r- , r BASE , CZ N ° L 106' 1° z Ce FRONT ELEVATI ❑N ice SIDE ELEVATI ❑N ����9 PNoFf J 3 N G F F Oy �� ° COLUMN SECTION 4' 1 1 q , • ? , I- I o . 3/16 CONN, zz i- o FACING DIAGONAL BRACE IS 1/2'0 ROD GON U = W/ 1/2'0 GRD 5 BOLT EA END o a C3x 1 -5/8 14ga 3/16' WEDGE SIDE PL COLUMN /3/16 �/ H❑RZ STRUT IS `T. .0 ' c� • L w v C4.88x 2 W/ 1/2'0 GRD 5 BOLT EA END WELDED EACH SIDE vi "/ J. R� x 7ga OF COLUMN w CORE a ! EXP. DATE: 12/ O 0 1/4' TAB WELDED TO cn ^' COLUMN TO CONNECT ° - 2.5' 4 -7/8' 2. BRACES o \ TYP 3/16 V 3' @12' - 3/16 lOga FORMED C ❑LUMN SECTION ❑ N HORZ STRUT END PLATE I � i 3/16 F 0 3/16' L FORMED 1/2'0 ANCHOR BOLT @ ° 2.25' 1.25' Z 1/2'0 GRD 5 BOLT WEDGE BRACKET ti 4.5' I WELDED T❑ EACH 3/16 EA END OF BASE U [ -J SIDE ❑F BASE SECTION § \— ' 1.5' ■' ° BASE SECTI ❑N f-7 Q Z Zr, i . • • FF ~ Q o TOGA MAT'L I I H J 6 I I BRACE DETAIL (1) 1/2'0 GRADE 5 BOLTS @ BASE 1/2'x1.5' CONN BAR I J I- ° BASE SECTION zz COLUMN—BASE CONNECTION OFFICE COPY \ • PERMANENT PLAQUE NOT LESS THAN I NOTESI• ' 50 SO INCHES IN AREA TO BE PLACED • 1 • • " • " • " '' • • ' .. ••••••••• ••• •. • IN CONSPICUOUS LOCATION STATING > 1.) DESIGNED PER 2003 IBC • • •• •• • • • • • • J 2.) MATERIAL SPEC • Fy = 50 ksi C nEeT /s Nom) : : w c am_ 1600# CAPACITY /ARM OVER .(6)ARMS= 9600 # /LEVEL ON (5)LEVELS .v> w ALL. WELDS E70xx ELECTRODES ' ' _ (t] .' 4 ' -0° 4' -0' e 120' — 120° - ALLOW SOIL E OONT TREATED SOIL " ° °1 r x(4) BAYS I 3.) SEISMIC Ss =106 %g S1 =37%g DES GN! ••; • ;• ; ;,o • 4.) LOAD PER LEVELS SEE NOTE ABOVE EtEVAT • N • • • F ■n I ARM ARM • 192' l S.) ANCHORS A • • ° a a G CHORS T❑ BE 1/2 0 EPDXY NGIZGIR� z • ! MINIMUM OF 6'i.EMBEDMENT PER CARLSON TESTING o a • w/ SPECIAL INSPECTION REQUIRED HORZ STRUT HORZ STRUT w/ MINIMUM OF 7000# TENSION P40F;t 0P9 • •• as ARM r ARM 152' • • "' "' • • • A a 1 • • ARM j L ARM 114' BRACE DETAIL 'lr 1 / \ / • . v • • • • .\ / \ , ORZ STR ' , ORZ ST 4 I ...11-- `' J 1/4' BRACKET 17' -0° PLAN VIEW W/ (4)1/2'0 PINS . ARM ' G ARM 76' X -BRACE • a 3/16 . - . • 0 4' Co • ' 2 TILT FROM HORZ. . • ARM: •j TT ARM 38' ill, lOGA MAT'L :1 L ,'❑RZ STR \ ,'❑RZ STR '� o- 4' - • COLUMN -BASE i_ CONNECTION DETAIL ELEVATION VIEW O • • 0:171 UMN SECTION v N • BASE SECTION (4)PIN CONN . • BASE r � BASE ARM DETAIL Q Y N o N ON 1 106' I �°s w z • SIDE ELEVATION FRONT ELEVATION , `��Ep PRpf Fff -_ w = Q • � GIN, F P . W 3 - • • � 194 ' � I -1 CZ . • � •Q 3/16° CONN. - o C OLUMN SECTION 1 , Z Z j c, 0 DIAGONAL BRACE IS O =•N o l7 FACING 1/2 ROD Jidju O F s � 1q�� • U I CO I- • W% - 1/2'0 GRD 5 -BOLT •EA END B �� • HORZ STRUT IS F J. RAE • ^; C3x 1 -5/8x 14ga 3/16' WEDGE. SIDE PL COLUMN • 3/16 V C4.88x 2 W/ 1/2'0 GRD 5 BOLT EA END - WELDED EACH. SIDE • : x 7ga OF • COLUMN i EXP. DATE: I2 /O�o CORE . g 1/ 4' TAB WELDED TO ^' 1 COLUMN TO CONNECT ' 2.5' 4 -7/8' 2.5' BRACES . • c, \ TYP • 3/16 V 3' @12' - 3/16 10ga FORMED COLUMN SECTION HORZ STRUT END PLATE �� i - 3/16 r 3/16' FORMED 1 CZ to 2.25' 1.25' Z WEDGE BRACKET 1/2'0 ANCHOR BOLT @ 2.25' 4 I 1/2 GRD 5 BOLT - - , EA END OF BASE ■ WELDED TO EACH 3/16 _I SIDE OF BASE SECTION � N 1.5' ■'� ° BASE SECTION • A - - - - I— Z4' TOGA MAT'L - i • gm S Y f--i J • s I I BRACE DETAIL (1) 1/2'0 GRADE 5 BOLTS @ BASE 1 /2'x1.5' CONN BAR • I J ~ • 0 CI C:1 cz BASE SECTI ❑N COLUMN —BASE CONNECTION • • . I . • . . . diehiunte-ve--, 44- Pee /$ Tn 17z f rat T x _iczaJ o Jae- i6 's 4;5/1/4-4,14.5 za.4-40 <usc..' . ( &) s c 2; 4,-; e.(,s 0 , I z l4', / G' 4/r&pC31 C5)//- s G 3,2' 6. i6' froatV,4-404 59SO4 CG; 5.0/06 50/G e4.4-5 9 0 U it ae T l Gi ok-i ( -r c 0 iv J/ 4,. 194 4 o 'L ' ��• 3,19 � �, I V J. R1 /A EXP. DATE: 12/ f, / j G ! "