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Plans (3) o Y PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING IN CONSPICU❑US LOCATI❑N STATING . 1 ru/. 1950# CAPACITY @ 6', 52', 96', 140', 182' 2100# CAPACITY @ 6', 44', 86', 132', 178' � � t,RQT�� 3'-0` 12' O' 12'-0' �� G 1 i�NI, FF• xI• p 1949 r"�/ LOAD BEAM LOAD BEAM p- 3'-6' FC 3' 1GR, \. 3'-10" �'v J. i�\E�. LOADDI BEAM !EXP. DATE: i2/Q12j al BEAM tD r0 — X z 3'-8' 3'-10" ci 16'-0" ® LOAD BEAM U1 _ a m LOAD BEAM m— BECE%'JE. " \ z `CONNECTOR 3'-8' JUL (� ' Q C❑NtJECT❑R 3' 6" LOAD BEAM _ (',fir(OF MOO Q J m w LOAD BEAM �tl!i f ;"�C D V S1V* L� I— a ® I m t---I BRACE I 1 �- 3'-10" Q1 .. 0c i, .. 3'-2� D LOAD BEAM j D LOAD BEAM D 1 in Fy-1 Q UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION ry 1 ec w Q I- (n IA (n a Q �Q0 CD I El __ f I W U CZ VI 9 Li s I- N V �P3' y f COLUMN r--1 to U o +,d Ol H �F J 3/8x 4x 7 BASEPLATE o w w U w # NJ 14 GA THK 0 (2) 1/2'0 ANCHORS w �, w Z tri1/8 1-1/2' w 3" v EA SIDE `" X Liz �W W °' 3/8'x 4'x 7' C 1.5 x 1,25 1.5 w x Q w 1n Ce Z o .R BASEPLATE 14 GA THK I I BRACE FF N` r- 0 Q o LA ry (2) 1/2'� ANCHORS 2' OF 1/8 3.25' w w 7 a 3• FILLET WELD 6, (--) LLI J ¢ I— . Q to EA END TO COLUMN Q "� (/) w - �w z c�sw ~ _ 3 BRACE 6' CONCRETE SLAB ON GRADE „ Q Li 0 0". I— LU Q' �- U a 1/8 BRACE EA FACE 1/8' 1' d1 in wU ( ) DNq I I al PQ COLUMN BASE X-SECTI❑N u 3 0 !1 z I__ w _1 o COLUMN & BASE PL �� cn 11 U o w d BRACE CDNN o, LCC �Q n __I N v' H `'' p Q� • Z o co-- = U7 U z cl- I a, N (--) i > wc) LAmM � I w 0 'I P wQ I� JC7 Li_ Z g f 1-5/8'H x 1" W (3) PIN CONN 0 1 4 CONNECTOR q J V) ~ J STEP Q w (n Q 73 - 4.5' o (3) AISI A502-2 RIVETS z 0 / w ,,., U Q GE p $- LOAD BEAM 7/16'0 2'oc 0 ` v) a Lz7 C7 U . 14 GA THICK :0 o HOOK THRU SLOTS w II LD w G1 S z w C) W$ 1-5/Sx 3x�. o IN COLUMN 0 ' fit* p II I- II W Q W p Z (n i0 o 2.75' 3/16' THK 0 Z II M (A J Q t0 a 1/8 V VERT EDGES11 A Q z CONNECTOR 0 0 SAFETY PIN TO RESIST i LOAD BEAM 1000# UPLIFT LOAD ,"�- Rj (+'j 4 If) COLUMN-BEAM C❑NN Li PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICU❑US L❑CATION STATING ck `CT 2100# CAPACITY @ 6', 28', 50', 72', 120', 170' 4' ' `� pR kt , ct, 3' 0' 12'-0' � ' Gi N .� J I a 119,9 AL LOAD BEAM U3 CO LOAD 3 lci �r1''ti' J. P� 4'-2` . IEXP. DATE: 12/10/ LOAD BEAM g / ry 10 a i CONNECT❑R = n u 16'-0' u 4 0' _� LOAD BEAM Dw Z LOAD BEAM 1'-10" Q —I LO BRACE U LOAD BEAM 1' 10 I— D lu 11 1,-10' _ID LOAD BEAM �__" z cz ry UPRIGHT LOAD BEAM ELEVATION (4- Q - V) tri Q Q C)Qa CD I C7 -- if) ° r W LA U 1Y to ,fl y �P9 COLUMN 3 -� U� U o d > O� > I-1 nF of 3/8x 4x 7 BASEPLATE of w o W U LJ N a 14 GA THK u (2) 1/2'0 ANCHORS 1 j c� w �, c z 1/8 1-1/2' W 3 vEA SIDE W x Q 0 -�w L,J 3/8'x 4'x 7' C 1.5 x 1.25 1.5 FF (n o -J L`I cu > w I iy o i� BASEPLATE 14 GA THK I I BRACE r, A C7 0 iv C (2) 1/2'� ANCHORS 2' OF 1 W 3.25" U I I W Q I-.- Q 0 3" FILLET WELD 6• • ._ J Z C� EA END TO C❑LUMN Q Y nn- w O x LJ w w _ (4 OL CD v 1/8 r1-1/2' EA FACE BRACE 1/8' 1' 1ci) 6' CONCRETE SLAB ON GRADE o5 In W Ci vj CO IV A t—I o al 4 COLUMN BASE X-SECTI❑N 3 Z 3 - Z I- w O ry COLUMN & BASE PL ��P` II J w w Z ce � (" o O BRACE C❑NN 1Q :a a 7 N-o � = CU �~ Www rIA � o CZW W /1 o 'I / WeL to J0IiZ a ' CONNECTOR 75 ~ W a 1-5/8"H x 1' W <3) PIN C❑NN 0 0 A J W JCU 4.5' STEP 0 (3) AISI A502-2 RIVETS i 0 iki •`' Z ¢ ix g LOAD BEAM 7/16'� 2'oc 0 II t7 LJ f O U I W 14 GA THICK o of W II z W A S Z W o 0 1 HOOK THRU SLOTS U 0 I— II 1- ,--, Q U O O$ 1-5/8x 3x� o IN COLUMN C7 II W Q W C7 Z (/i I LD a ' 3/16' THK 0 Z II (n J ¢ 4) 0 2 75 1/8 V VERT EDGES 0 A Q z CONNECTOR 0 0 SAFETY PIN TO RESIST n_ LOAD BEAM 1000# UPLIFT LOAD ., i (U (`') d- If) COLUMN-BEAM C❑NN U 0 PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATI❑N STATING •'OCT._ 2100# CAPACITY @ 6', 28', 50', 72', 120', 170' ��p PROF& 3'-0' 8'-0" Ca ÷G t N FF ,may 11949 i r i LOAD BEAM 46. aryLU D • 3, �ti .,. 4'-2" FE.XP. DATE- 12/ %/ ak f LOAD BEAM m z a 1- CONNECT❑R = a 0 16'-0" 4iT0' Dm LOAD BEAM D� Z LOAD BEAM 1' 10' Q m m ' H BRACE ou LOAD BEAM i i0 f— m W H 1'-10` CD 4 LOAD BEAM in 77— — ,_, (—I UPRIGHT LOAD BEAM ELEVATION w (-+- Q Q Q 4Dgo U LY o W v to a I- LLi �Py E COLUMN 3 U) U o +'d ¢ O� F---1 cF _1 3/8x 4x 7 BASEPLATE ( w p W U w 4* N a 14 GA THK U (2) 1/2'0 ANCHORS NI w c'' f w c� (lam 0 1/8 1-1/2' v) W '" 3 vEA SIDE W X Q to '� w W 3/8'x 4'x 7' C 1.5 x 1.25 1.5 FF vi CD J w o> > LU _ o �� BASEPLATE 14 GA THK n BRACEcK Q pWq o (2) 1/2'0 ANCHORS 2' OF 1/8' 3.25' LI W w a 7 Q FILLET WELDJ F- ' 3 ni 3 tD EA END TO COLUMN 6' v) _n v) ~ - I m z o 1- _ v 1/8 �1-1/2' EA FACE BRACE 1/8' 1' j 6' CONCRETE SLAB ON GRADE d5 u' W U 0 LiJ CO F-ON NI Q Q H U cz,01 PC1 COLUMN BASE X-SECTION � � 3 6 ii z , w � _J o COLUMN & BASE PL �� w II c, El w � � N BRACE CNNN m1�Q :oQNcw" -, - z C- z o 0J = tnU z a OJ N. WW (1-1w o 41 W � Ut JOLL_ Z Q !l V, 75 I__ O H a f 1-5/8'H x 1' W <3) PIN CONN 0 0 CONNECTOR A J v) w g --I CO • 4.5" STEP 0 <3) AISI A502-2 RIVETS i 0 11141 4 Z Q U 0_ c Q '" a LOAD BEAM 7/16'� 2'oc 0 ` w ii U A Z �" w o o 16 GA THICK ° HOOK THRU SLOTS 0II I— - 2 1-5/8x 3x� 0 IN COLUMN 0 ' D II w Q W o Z M v) COI • 3/16' THK Z I1 X V) J Q VD 0 2.75' 1/8V VERT EDGES 0 A Q CONNECTOR 0 0 SAFETY 1 00* TO - (J M . if LOAD BEAM COLUMN-BEAM C❑NN 6 CANTILEVER RACK TYPE ©E NOTES: PERMANENT PLAQUE NOT LESS THAN 1.) DESIGNED PER 2009 IBC 1- a) MATERIAL SPECS! Fy = 50 ksi EXCEPT AS NOTED w 50 SQ INCHES IN AREA TO BE PLACED La q w ALL WELDS E70xx ELECTRODES = u_ IN C❑NSPICU❑US L❑CATI❑N STATING w 6' CONCRETE SLAB 3000 psi 0 700# CAPACITY PER ARM w/(5) ARMS/COLUMN EA SIDE 72" ALLOW SOIL PRESSURE 1500 psf 3.) SEISMIC Sds=0.71 Sd1=0.39 DESIGN CAT 'D' 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATION o 5.) ANCHORS TO BE 1/2'0 HILTI TZo °� , ARM j E ARM z MINIMUM OF 3.25' EMBEDMENT PER ESR REPORT#1917 z a f 0 I— o PQ U _ Q '7 r ARM HORZ STRUT ARM ] L BRACE DETAIL ZI- n PLAN VIEW 3/16' BRACKET , ARM ARM , W/ (2) 1/2'0 PINS 0 o 3/16 pr 120N H 24' 24' ^ 2.253 2° TILT FROM HORZ o c� , ARM ARM , �' lOGA MAT'L X-BRACE ELEVATION VIEW z (2)PIN CONN ARM j[ ARM o ARM DETAIL u � Ci COLUMN-BASE Y '-' W HORZ STRUT CONNECTION DETAIL :GCiriz <I = N BASE SECTION COLUMN SECTION BASE C*" PNOffSr© Q, W Z BASE f #9. U = 0 . - 1949 r- • 53' 1/2'0 ANCH❑R EA FRONT ELEVATION f Li cK _i c' END OF BASE oRErt 1--1 ,— M SIDE ELEVATION sf6-/0 ,-7' z ¢ � � 7 �'• J. ikti SN( Q = t3 I -4 COLUMN SECTION U U H DIAGONAL BRACE IS 1/2'0 ROD 1FXP. DATE: 12/ Z-O/2 1 0 or 2'x 10ga STRAP — o W/ 1/2'0 GRD 5 BOLT EA END zz STRUT IS C 3x 1-5/8x 14ga V o, or L2x 2x 1/8 3/16' WEDGE SIDE PL COLUMN 3/16V/ U • W/ 1/2'0 GRD 5 BOLT EA END WELDED EACH SIDE vWi o DOUBLE OF COLUMN w N `v C7gSa x2x 1/4' TAB WELDED TO N 1, COLUMN TO CONNECT BRACES z 5.13' HORZ STRUT 3/16 lOgo.END PLATE cc s COLUMN SECTI❑N 3/16' FORMED 3/16 a 2' 2' P z 1/2'0 GRD 5 BOLT WEDGE BRACKET 1/2'0 ANCHOR BOLT @ 1 4.5' I D WELDED TO EACH 3/16 EA END OF BASE Q J ' P o SIDE OF BASE SECTION z a , 1" P c.) BASE SECTION 1-� Q o • �~ i i FF --i _l o lOGA MATL BRACE DETAIL CL I-- ,. I (1) 1/2'0 GRADE 5 BOLTS @ BASE 1/2-x1.5" CONN BAR 0 C] N z � SASE SECTI❑N COLUMN—BASE C❑NNECTI❑N • CANTILEVER RAC < TYPE © NOTES: PERMANENT PLAQUE NOT LESS THAN 1.) DESIGNED PER 2009 IBC 2.) MATERIAL SPECS: Fy = 50 ksi EXCEPT AS NOTED w 50 SQ INCHES IN AREA TO BE PLACED > ALL WELDS 70xx ELECTRODES IN CONSPICUOUS LOCATION STATING v, w 6' CONCRETE SLAB 3000 psi o 700# CAPACITY PER ARM w/(5) ARMS/COLUMN 72" ALLOW SOIL PRESSURE 1500 psf 3.) SEISMIC Sds=0,71 Sd1=0.39 DESIGN CAT 'D' 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATION _ 5.) ANCHORS TO BE 1/2'0 HILTI TZ - °' L ARM z MINIMUM OF 3.25' EMBEDMENT PER ESR REPORT#1917 Li N D } w J PCI F D O (J \ A � ARM HORZ STRUT 2' 1 , ) BRACE DETAIL U PLAN VIEW L ARM 3/16' BRACKET i W/ (2) 1/2'0 PINS o 3/16 120" 24' J 2'25 2° TILT FROM HORZ E' ARM -1tri i �' TOGA MAT'L X-BRACE ELEVATION VIEW z (2)PIN CONN ARM o ARM DETAIL `� U COLUMN-BASE U Z Lei HORZ STRUT CONNECTION DETAIL Y BASE SECTION ¢ Q COLUMN SECTION ' ..T = N Fr_ BASE _ BASE P�;OiF�'�! L,J Cs v ! NFFr6? Li = 0 • 31" \- 1/2'0 ANCHOR EA FRONT ELEVATI❑N '�44 i J w END OF BASE / j► I—, I IY — �SIDE ELEVATIONLo � QG�� ¢ � 8 U U i.--- I-H COLUMN SECTION 'VJ. BVV DIAGONAL BRACE IS 1/2'0 ROD 0 or 2'x 10 a STRAP n g / EXP. GATE: 12/ gait, _ l o W/ 1/2'0 GRD 5 BOLT EA END zz _� - STRUT IS C 3x 1-5/8x 14ga P. o o, or L2x 2x 1/8 3/16' WEDGE SIDE PL COLUMN 3/16 (� W/ 1/2'0 GRD 5 BOLT EA END WELDED EACH SIDE cn o DOUBLE OF COLUMN w *cs, C2.56x2x 1/4' TAB WELDED TO G 1, COLUMN TO CONNECT BRACES 3 5.13' 3/16 lOga cc COLUMN SECTION HORZ STRUT END PLATED I2 0 3/16 C] 3/16' FORMED 2' 2' P z 1/2'0 GRD 5 BOLT WEDGE BRACKET 1/2'0 ANCHOR BOLT @ I 4.5' I D WELDED TO EACH 3/16 EA END OF BASE Q a Q o SIDE OF BASE SECTION z o • 1" Ni" o BASE SECTION 1-1 Q a u� q\ I 1-4 J o 1OGA MAT'L FF -J 1— I I BRACE DETAIL (ll 1/2'0 GRADE 5 BOLTS @ BASE oll 1/2'x1,5 C❑NN BAR U O BASE SECTI❑N COLUMN-BASE C❑NNECTI❑N z U