00-0222-004 U 60 0
-4
w 01
0.
GONG. BEAM AS PLAN - = ? o_
d SCHEDULE - -- - --- - N h a Q 0
3" LIGHT WEIGHT GONG. -"_ _ _' 0 m
12" X 12" GONG. COLS:
INFILL AS PLAN TO SUPPORT STEEL DECK _' _ - _ U IL w
TOP/GONG. BEAM 0 +25'-3" AT INSIDE FACE OF 12" X 12" GONG. GOLSt __ __ 0 �`
GONG. BEAM AS PLAN STEEL DECK AS PLAN „ „ „ GONG. BEAM AS PLAN u 0
d SCHEDULE
8x14 INSTALL L 4x4 x3/8 x I -O w/ a SCHEDULE � "
5/8"� WELD ® 6"0.�. (2) 5/8"0 EXP. BOLTS I U
" RY w/ WASHERS INTO CONCRETE. 3 EMBEDMENT ____ - _ 8" MASONRY 0 `0 0,
8 MASON U 0 M
L 4"x4"x3/b"xGONT. w/ - d
BUILT-UP ROOFING 5/8"mx5" ANGH• BOLT } d H
TOP/GONG. GAP ® +23'-q" OVER FIBERBOARD AND INSULATION TOP/GONG. GAP 0 +23'-q" ® 48"ox-, AND TOP/GONG. GAP ® +23'-q" BUILT-UP ROOFING Z V
8x8 I/2 (I) 5/8"�xt3" ANGH. BOLT OVER FIBERBOARD AND INSULATION 4 N Q
8x8 (MIN) THICKNESS VARIES (SEE ARCH. DWGS) 0
8x8 (MIN) THICKNESS VARIES (SEE ARCH. DWGS) AT EACH BRIDGING POINT, b MASONRY w
N 0 0 QANOLE 3" x 3" x 3116" x CONT. ° ° 3" LIGHT WEIGHT GONG. ON METAL DECK �0 r w 0
QAN6LE 3" x 3" x 3/16" x CONT. 3" LIGHT WEIGHT GONG. ON METAL DECK B. U. ROOFING ON TAPERED
AS PLAN 8" MASONRY IN5UL. (SEE ARCH. ROOF — — — AS PLAN TY'L N 0
STEEL DECK A5 PLAN PLAN)
STEEL DECK AS PLAN
— — — — — — — — — — — — — — — — — — — — —
4" MIN. BEARING 3 Z`�n 5
4" MIN. BEARING — -
- TOP/GONG. BEAM 0 +22'-1" TOP/GONG. BEAM ® +22'- 1" JOIST TO 1/4" 2" — — — — — -`- — — — — — — — —
3
TOP/GONG. DECK 0 +21'-10 1/2" 8x20 1/2 8x20 I/2" — — — _ — CHANNEL - — — — — — -
- — — — — — — — — — — — — — — — — — — - — — 0 N T
TOP/GONG. BEAM ® +21'-5" _ TOP/EXIST 8" x 8" GAP O +21'-7 I/2"
8x12 1/2
tf
WELD t4"x4"xl/4" L EXIST. e" x 12" CONC. COL. n I>!
o 16' 0.0. MAX. r
ANGLE T 3/16" 3"
5"
1 JOIST L I"xl"xl/8" HORIZONTAL L 1"xl"xl/8" HORIZONTAL TOP/EXIST. 3" GONG. DECK 0 +22'- 1" p
BRIDGING 0 TOP d BOT. BRIDGING ® TOP d BOT. STEEL JOISTS AS PLAN Z
I/4" 2" STEEL JOISTS AS PLAN CHORDS AS PLAN (TYP.) WELD TO CLIP L 3" x 3"x 1/4" x 3" TOP/EXIST. 8" x 12" BEAid +21'-6 1/2" (2) 3/4" DIAM. EXP. BOLTS (RAWL-STUD OR EQ) o
J0157 TO WELD ® EACH JOIST W/ 1/2" DIAM. EXP. BOLT WITH 5" MIN. EMBEDMENT INTO GONG. Q
PLATE THRU ANGLE INTO BM. LOCATED AT V-O" O.G.MAX AND AT EXIST. COLUMNS. m
50. WASHER 2"x 2"xl/4" WITH 2" MIN. EMBED. 0
FI?6"x 3/8"x0'-8" w/ QAT EA. ANCHOR BOLT: GROUT EXIST. MASONRY CELLS
2-I/2 mxb LONG WELD TO ANGLE ALL AROUN GONG. BEAM AS PLAN w
AT ALL BOLT LOCATIONS NOT AT COLUMNS 0
" a SCHEDULE FILL MASONRY CELLS COMPLETEY Z
5TUD5 (TYP.) GONG. BEAM AS PLAN
STEEL JOISTS AS PLA WITH 000 P51 GROUT.
S SCHEDULE BOT/GONG. BEAM 0 +18-0 1/2" BOT/GONG. BEAM ® +18-0 1/2" BOT/GONG. BEAM m +18-0 1/2" Q
8x15 GONG. BEAM AS PLAN 8x15 8x15 MG 12 x 31, ERECTED IN 4 SECTIONS u ��-
d SCHEDULE FIELD MEASURED FROM GL TO GL w ur
OF EXISTING GONG. COLUMNS (SEE PLANS) u z
8" 4'-4" 8" TOP/STL CHANNEL O +21'-5"
ANGLE T 3116 3" < Q
'-O" Q JOIST rn M m
1/t3"x3/4" LONG WELD ® _ __ _ _ w J U Q
#q GALV. HORIZ. TRUSS TYP JOINT RE M BASE OF BRIDGING L (TYP.) 3 5/8" x 20 GA. GALV. - ---�-- - -- w Q z 0
® I6 O.G. VERTICAL (TYP. AT ALL NEW MASONRY) - ;
0 o
METAL STUDS o 12" O.G. ' i , • : � • �;; ?l
FASTEN TO "C" STUD , ! 0 ~ U
f� ":. ' . � i .sic t i � �
AT EA. END W/ ! 1 W
(2) #10 TEK SCREWS DA E E I. v �'� LL J
3/4" GDX PLYWOOD -` 11 0 V n 3 Q
Q FASTEN TO METAL STUDS AND CHANNELS
W/#10 SCREWS O 8" O.G.
(SEE ARCH. DWGS FOR FINISH)
8" x 8" (min.) GONG. SILL 3 5/8 x 20 GA. GALV. G CHANNEL
RECESS AND SLOPE AT SLAB EDGE WITH 2 #5'5, EMBED b" MIN. INTO ADJ. COLUMNS Q ALL AROUND OPENING. - - " " >
FASTEN TO CONCRETE J Q
TYPICAL EXCEPT AT DOORWAYS. W/ 0.145 x 1 1/2" POWDER DRIVEN FASTENERS Q
8" TURNED DOWN SLAB EDGE (T5E)
W/WASHER5 ® 12" O.G. Q
#5 x 24" x b" HK BAR ® 24" O.G.
AS PLAN
#4 x 5' x 6" HK BAR ® 24" O.G. TOP DRILL AND EPDXY b" MIN. INTO EXIST. FTC,
TOP/GONG. SILL 0 +18-0 1/2" TYPICAL EXD EP TAS DOORWAYS GE
4" GONG. SLAB ON GRADE
W/ 4x4 - W1.4xW1.4 WWF Z
• • 0
MONOLITHIC, GONG. FOOTING MONOLITHIC, GONG. FOOTING MONOLITHIC, GONG. FOOTING u
AS PLAN AS PLAN i
AS LA
3/4" 5" GONG. SLAB ON GRADE 51_41, EXIST. 12" DEEP x 1611 WIDE F- DRAWN sv
STEP MONOLITHIC, EDGE FOOTING 5" GONG. SLAB ON GRADE Z J.M.B.
cV 5 GONG. SLAB ON GRADE
4" TOP/GONG. SLAB
TOP/GONG. SLAB F
TOP/GONG. SLAB - — — _ —
( I °
�— —
4
0
N
H
Z
w
FER TO SECTION 2-52 FOR 0
TYPICAL NOTES a
0 DATE
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Z
Q
IL
SECTION I -52 3/4" = I'-O" SECTION 2-S2 3/4" = I'-o" SECTION 3-52 3/4" = 1'-O" SECTION 4-52 3/4" = I'-o" Z
0
m
0
DIMENSION AS PLAN Q
„ C.L BM CONN. C.L COLUMN COL. i FOOTING
ANGLE T I/4 10 I/4" EA. JOIST 1/4" 2" 0 to
ANGLE T TO BEAM
PLATE I/2" x b" x IS" END PL 6-3/4"� THRU-501 S w/WASHERS BEAM J
E H SIDE STEEL BEAM AS PLAN 3 SIDES
QU
TOP/STEEL BEAM DSL. MESH x 5'-O" STL. COLUMN AS PLAN D
SARE MIN. i SCHEDUBEAM W
L 4" x 4"x 318"x 1'-0" ® +21'-5"
4" SIDE w/ 3 - 3/4"m BOLTS 4" L 5" x 5"x 5 1I6"x 1'-0" LIGHT WEIGHT GONG. WHERE JOISTS LINE UP U
3-3/4"4) x 5" LONG THRU BEAM WEB (6) -3/4"m EXP. BOLTS BUTT a WELD JOIST ENDS ■
HEADED STUDS _ "RAWL-STUD" OR EO. EA. SIDE OF BEAM 5 GONG. .�I.AB (�
�„ I��, BOLT HOLE DIAM. NOT EXCEED 7/8 SLAB AS PLAN BASE f�,i ANGH. BOLTS
(WELDED TO CENTER (TYPICAL) WITH 3" MIN. EMBED. ON E�RADE 0
AS SCHEDULE - USE z
I/2" STIFF. PLATE LEVELING NUTS
OF EMBED PLATE) 3 - EACH SIDE INTO CONCRETE STEEL DECK AS PLAN t Y �
`r CENTER ON COL.
TOP/STEEL BEAM � — — — — — — •�;.T -�---�L�— ��' 'r �_•_._—• ,_ �.._-'•••.. '. z �� •
TOP/STEEL BEAM {�
u - - (2) -3/4"m EXP. BOLTS c=== , ,
_ MIN. NON .:.,,•,'•• •'• MIN. 3" COVER ON COL., a
p - - BEAM To I/4" "RAWL-STUD" OR EO. �t = SHRINK &ROUT BASE f�-i ANGH. BOLTS
p = END PLATE c=-- -
KITH 5" GAGE AND --
WITH 3" MIN. EMBED. �, :11 II •` TOP/FOOTIN&
INTO CONCRETE - WELD F .2"x2"xl/4"
y, :.,. , ; {:' II: • , . . pf 8�g
BEAM TO 1/4
GAP PLAT GAP F�6" x 3/4"xl'-O" ' • -.:5 : . '!'.:;.�• ,.',� ;
EMBED FL STEEL COLUMN OS AS * —�s�= .� •'' iF-
" x 1/2" x 1'-O" PLAN d SCHEDULE SEAT ANGL 3 ��•
'i I/2 6 }
6" x 6" x I/2" x 0'-8" LONG STEEL BEAM AS PLAN w
I
STEEL BEAM AS PLAN
STEEL BEAM AS PLAN PROVIDE BOT. CHORD EXT. GONG, FOOTING 3" GLR. I � d'
L I I/4"xl 1/4"x3/16" m EVERY AS PLAN u
p �w
G S-2 STEEL BEAM CONN. STEEL JOISTS AS PLAN OTHER 8'O'b�c• MAX)JOISTS TYI- . STEEL COLUMN (�'
A/5-2 STEEL BEAM CONN. A55/5-:2 STEEL BEAM CONN. /
GONG. COLUMN 3/4° = I'-o" DETAIL Cs� STEEL COLUMN 3/4" = I'-o" ® GONG. COLUMN 3/4" = 1'-O° SECTION 5-52 3/4° = I'-o° 0 TO FOOTINO DETAIL 3/4' = I'-o°
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John H. Buscherr F.E. A
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L PE #41844
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12605 5H 66 Terrace, Mlcml F1, 33183 305-386-'12'�h oe -i�•