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Plans 13c0201. -c:62:7€3 PERMANENT PLAQUE NOT LESS THAN 62113 sAl F-'o,k J (PI RECEIVED 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATION STATING OCT 7 2019 4000# CAPACITY @ 114", 158" CITYC =_.g;i ARD 3'-6" 9'-0" I1BUILDING ❑3 VIC)EON CD \ 1 LOAD BEAM FF -� DI ° 1194• g', i 1 CONNECTOR 3'-8N /` olir o, eN Z �� A. C• 3 1q3 z LOAD BEAM pt CI u 16'-0" CONNECTOR or i EXP. DATE: 12/ 1 -- 18'-0" Q fl/ z 9'-6' Q J BRACE a� I _ 1--I — U o H H 1 > > 0 UPRIGHT LOAD BEAM ELEVATION Cu V) i' 3 1.1_11 OK 4- I-- OK — W F— V) in _) Q (� z -- 1=1H Qo O x _ r---1F---i � C✓ tin ~ N D Q � a Q 3 14 GA THK z COLUMN 3" u cj W U > It W f--+ 13 0 3" NT 90 3/8x 5x 8 BASEPLATE N- L I U D �W W z 3/8"x 5"x 8" C 1.5 x 1.5 1.5 o <2) 1/2'0 ANCHORS , C1 W 0 x 14 GA THK n 1/8 V1-1/2\ 6'oc X < (/) Ut W Q 0o BASEPLATE N " r EA1SIDE X W a, Q M 2 OF 1/8 BRACE /., � q W 3" (2) 1/2 ANCHORS FILLET EA END T❑LD C❑LUMN ��� FF L" w L7 0_ -43 (/) N BRACE ► P71 1 6 El 3.25' a -- ~ H C)¢ z W Q --> 1/8 Pr1-1/2' EA FACE 1/8' r1' �q`r 6' Q Y Q C7 W QW I I I ( \ COLUMN & BASE PL 6' CONCRETE SLAB ON GRADE dS L, L j U z N q BRACE CONN ! U 303 - zI-- � � L3 L COLUMN BASE X-SECTI❑N _ II _1u aJ W IL, ix z � O �Jx J � JWC7 CD _ _ ' I- W 'I o \ J U7U CU U N W LU W 1 ,-CONNECTOR U N• > L 0_ II I ,,,-- 1-5/8"H x 1" W (3) PIN CONN 4 0 4/ LI Cl- V) J 0L. z 4,63' STEP o <3) AISI A502-2 RIVETS E 0 • N 0ON 16 GA THICK o LOAD BEAM 7/16'0 2'oc o 0r k.sk. 4, q J W g J o `� HOOK THRU SLOTS 0 �M W Q U Q «.I 1 1-5/8x 3x� o IN COLUMN 0 2.75y 3/16' THK </7 II Z C� O H UN 1/8 V VERT EDGES 0 0 1- " I- . Q U - 0 (U LD W LOAD BEAM CONNECTOR 0 SAFETY PIN TO RESIST O II Li Q W 0 Z Z () I 1000# UPLIFT LOAD Z II Li Cl J Q (TN Q COLUMN-BEAM CONN ,. ^ ^ ^ ^ CL -4 a] c64Uri PERMANENT PLAQUE NOT LESS THAN NOTES1 50 SQ INCHES IN AREA TO BE PLACED1.) DESIGNED PER 2012 IBC ,r IN CONSPICUOUS LOCATION STATING TYPE Z „ 2.) MATERIAL SPECS: Fy = 50 ksi EXCEPT AS NOTED W 2500# CAPACITY PER ARM w/(3) ARMS/COLUMN ALL WELDS E70xx ELECTRODES = (u u_ 6' CONCRETE SLAB 3500 psi cA a 60” 60" 60" ALLOW SOIL PRESSURE 1500 psf 1 1 3.) SEISMIC Sds=72%g Sd1=44Zg DESIGN CAT 'D" Q, 4.) LOAD PER LEVEL SEE NOTE ABOVE ELEVATION 'i' _ - - - — 5.) ANCH❑RS T❑ BE HILTI TZ MINIMUM OF 4.0' EMBEDMENT PER ESR REPORT#1917 z I Cu i= CI 48" "' 1- o Q 0 ARM CT. , A p PROF ' " �E TYP 144 - I 7 T �c,'`�,,G 1 N F�'r�42 A 4 114• N'' %/ z H❑RZ BRACES TO BE L2.5x2.5x3/16 i J 3/4"0 GRD 5 BOLT EA END <c 3 1,4 192" NU S4x7.7 ARMS 96" 16'-0" S I I I TO TAB WELDED TO COLUMN iv co \- p W x =Xr' DATE: 12/ I 4- 1— 3 z z z (/) x x \ x -- u3 <i D D > > Qac -J LY q 48" a • a a o U= U= U= `_UI Z Z CY H DIAG BRACES T❑ BE 7 0 W 3 W 1-2 2"x lOga W W D - BOLTED TO HORZ w/3/4"0 GRD 5 W8x18 BASE i j I .1 1 T ~ � �' cy Q 1 Zco 56" 7N 5/8"s6 ANCHOR BACK ELEV U U N — END OF BASE & @COLUMN SIDE ELEV 3/8x 2.38 STIFF BS M COLUMN ' 1/4 (__) D BASE , 1/2x 5 ENDPL Q (1)5/8"0 ANCHOR , (4)3/4'0 GRD 5 C I , 2.751ga 4"oc CL :;' 1/2x 6 ENDPL I1 <6)3/4"0 GRD 5 , 2° SLOPE UP CONC. SLABW "i' S4x 7.7 1 COLUMN II ARM LLi EA END OF BASE o BASE W8 x18 LLJ un Z 1/2x 6 BASEPL_ 1/4 V 0 5/8"b ANCHOR z COL/BASE CONN ARM/COL CONN LU LEAN FRAME PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED w IN CONSPICUOUS L❑CATI❑N STATING Y CO o 2400# CAPACITY PER BAY 1'-4" 8'-0" 8'-0" ri I. 1 C 1 .,",, R4A.',11t 43 --. cn m Q 119• N A 46 LOAD BEAM ,6 . s. A6 s." LOAD BEAM 4'11J J. „' �' , rE7P. DATE: 12/ '?./, I BRACE 4I 4'-8" _._ N D LOAD BEAM 6/-4 T T 16 -0 o op o / N r F- I.i_ Itil N Z U = = Q_ a_ cu J 4'-0" LOAD BEAM W to a_ a_ W Q. I--- LOAD BEAM Q c Q O m CONNECTOR p -- in k• V) N. `4- 3 5'-0" a—H-; (= Q` YqH-, 3'-6" CONNECTOR v o d 1— � U z z W W U Qtn < i-.40 LJ D � v' Inc)—I W zw3 3'-0" REAR ELEVATION FRONT ELEVATION xer W W w Q p � Q IA wmCL > J � � L¢7 UPRIGHT _ c� -- 1— H ppq z C..) .0� I- 14 GA THK ro N rr x (=1 , 0 .1- ‹W W � p c 1/2'0 ANCHOR EA END c n J n V) �. z C� 1-5/8' 90F` z z z U7WU II WNQW 3'-0" 0 TYP 3 1—' 0 -60> --1 I— I— W IX C 1.5x 1.5 1.5 D 1/8 I II C3x4.1 14 GA THK ' o �� U Um z `-A BASE 2' OF 1/8' BRACE % x :A � >,J . J J LW p FILLET WELD PI / / CU L- Q Q mW P- 3" EA END TO COLUMN = jn U 6' CONCRETE SLAB ON GRADE CU " CU W (11 W ` 1/8 . BRACE 1/8' Fr v� U N (1O P FRAME BASE II Q V) p COLUMN & BASE PL w� w Aa p LL Z BRACE CONN 4P H p v) CONNECTOR J JX00 QQULL �/LH Q LJJ ,,. - 1-5/8"H x 1' W (3) PIN CONN E ow II L7 W Lii z Q a X u LU STEP ` `-' � Q U .i 0_ w 3.0' 0 (3) AISIN A502-2r RIVETS a .F.q,� 0 p II W Q W 0 z z (/l W I 14 GA THICK o LOAD BEAM 7/16 2'oc 0 1 ' Z II Q v) J Q z HOOK THRU SLOTS 1-5/8x 3x f o \ IN COLUMN 0 0 ^ ^ ^ ^ ^ 1 2,75" 3/16' THK 0 SAFETY PIN TO RESIST z CONNECTOR 1/8VVERT & BTM EDGES 1000# UPLIFT LOAD LJ LOAD BEAM COLUMN-BEAM CONN