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d SCHEDULE 8x14
d SCHEDULE u
5/a"0 WELD ® 6"o.c.
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8 MASONRY _ ,� .�8 MASOP.RY 0 0, 0 M
L 4"x4"x3/8"xCONT. w/ } d
BUILT-UP ROOFING 5/8"(Px8" ANGH. BOLT BUILT-UP ROOFING Z M
TOP/GONG. GAP o +23'-q' TOP/GONG. GAP 0 +23'-q" 0 48"o.c., AND TOP/GONG. GAP O +23'-q" OVER FIBERBOARD AND INSULATION Vin
OVER FIBERBOARD AND INSULATION (1) 5/8"0x8" ANGH. BOLT � - <
8x8 (MIN) THICKNESS VARIES (SEE ARCH. DW65) 8x8 1/2 AT EACH BRIDGING POINT. 8" MASONRY x8 (MIN) THICKNESS VARIES (SEE ARLH. DhIGS) o w 0
y e e f[- " e o Q vx '� S t ° ° 3" LIGHT WEIGHT GONG. ON METAL DECK 0 O W 0
3 LIGHT WEIGHT GONG. ON METAL DECK B. U. ROOFING ON TAPERED MJCM 3 3 X xGoNr. z 0
m AN G 3 x 3 �v x A5 PLAN u AS PLAN F
8' MASONRY IN5UL. (SEE ARCH. ROOF 3
STEEL DECK AS AN — PLAN) - — — — — — — _ — — -- — — — ro 5 �- STEEL DECK AS PLAN 3 p -
4" MIN. BEARIN PL — - - - - - - - - - - - — — - - - - - - 4" MI ARIN6 z
— — — — — — — — — — — TOP/GONG. BEAM 0 +22'-I" Q TOP/GONG. BtAM 0 +22'- 1"' JOIST TO 1/4" 2'
TOP/GONG. DECK 0 +21'-10 1/2" " _ u Y
8x20 1/2 8x20 1/2 CHANNEL
TOP/GONG. BEAM o +21'-5" �� TOP/EXIST 8" x 8" GAP o +21'-7 I/2"
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® 16 O.G. MAX. r ►-
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PLATE L I"xl"x1/8" HORIZONTAL L I"xl"xl/8" HORIZONTAL TOP/EXIST. 3" GONG. DECK o -t_'g0-t" 5 0 i
BRIDGING 0 TOP d BOT. BRIDGING 0 TOP d BOT.
STEEL JOISTS A5 PLAN z j
ft 6"x 3/8"x0'-8" w/ STEEL JOISTS AS PLAN CHORDS AS PLAN (TYP.) WELD TO CLIP L 3" x 3"x I/4" x 3" TOP/EXIST. 8" x 12" BEA1d-1F "7 I!1" (2) 3/4' DIAM. EXP. BOLTS (BAWL-STUD OR EQJ 0
2-I/2"(Pxb" LONG WELD 0 EACH J015T W/ 1/2" DIAM. EXP. BOLT WITH 5" MIN. EMBEDMENT INTO GONG.
STUDS (TMP J THRU ANGLE INTO SM.
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GROUT EXIST. MA50NRY CELLS 0
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CONC. BEAM AS PLAN WITH 3000 P51 GROUT.
d SCHEDULE BOT/GONG. BEAM O +18-0 1/2" GONG. BEAM AS PLAN BOT/GONG. BEAM 0 +I5-0 1/2" j BOT/GONG. BEAM 0 +18-0 1/2" 0 (K
8x15 SCHEDULE 8x15 8x15 MG 12 x 31, ERECTED IN 4 SECTIONS u ,I
FIELD MEASURED FROM GL TO GL W LL
OF EXISTING CONC. COLUMNS (SEE PLANS) I
8" 4'-4" 8" TOP/5TL CHANNEL 0 +21'-5" 0
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BASE OF BRIDGING L (TYP.) 3 S�a x20 4A C.AW.
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1.
TYPICAL EXCEPT AT DOORWAYS. A1_ I4¢oVNt7 OP+GNrN�
FAS*rOW -rb CONC-MS M I
8" TURNED DOWN SLAB EDGE (TSE) W",//' 145 x I yz� (avwq-e ,Qcty QN r-ASrtf JM?_S 0
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RECESS AND SLOPE AT SLAB EDGE DRILL AND EPDXY 8" MIN. INTO EXIST. FT6 0
TOP/GONG. SILL 0 +18-0 1/2" TYPICAL EXCEPT AS DOORWAYS.
4" GONG. SLAB ON GRADE F r
o e W/ 4x4 - WI.4xNI.4 WWF a
MONOLITHIC GONG. FOOTING MONOLITHIC GONG. FOOTING MONOLITHIC, CONC. FOOTING u
AS PLAN AS PLAN AS PLAN bi
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3/4" 5" CONG. SLAB ON GRADE EXIST. 12" DEEP x 16" WIDE °� O1�
STEP 5 -4
5 GONG. SLAB ON GRADE MONOLITHIC EDGE FOOTING 5" GONG. SLAB ON GRADE z ,►.►+.o.
-cal 11 4" TOP/GONG. SLAB 0
TOP/GONG. SLAB TOP/GONG. SLAB
0 +10'-0" - - - - - 0 +10'-0" - - - - �_____ - - - - - - - - - - - - - - - - - - - -- - — —_____ - - - - - LaB��(4g b.
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SECTION 152 3/4 - 1 -0 SECTION 2 52 3/4 - I -O SECTION 3 52 3/4 - 1 -0 SECTION 4 S2 - 3/4° = i�-0"
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ANGLE T 1/4" 10" 4-I/2"m THRU-BOLTS w/WA5HER5 I/4" 2" COL. d FOOTING z
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PLATE TO BEAM J
STEEL BEAM AS PLAN DBL. MESH x 5'-0" STL. COLUMN AS PLAN a
TOP/STEEL BEAM SQUARE MIN. d SCHEDULE Q
4-3/4"0 THRU-BOLTS w/ DBL. NUTS 1 ri 1-
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3-3/4"m x 5" LONG 4 LIGHT WEIGHT GONG. BUTT d WELD JOIST ENDS u o
SLAB AS PLAN 5" GONG. SLAB Q
HEADED STUDS " " BASE f�d ANGH. BOLT5 0
(WELDED TO CENTER ' 1r L 4" x 4"x 3/8"x 1'-0" 1/2" STIFF. PLATE - STEEL DECK AS PLAN ON GRADE AS SCHEDULE - USE z
OF EMBED PLATE) SIDE w/ 3 - 3/4"0 BOLTS THRU BEAM WEB EACH 51ME LEVELING NUTS
TOP/STEEL BEAM
0 +21 - 5" _ -
tc_--- O - I I/2" MIN. NON MIN. 3" COVER ON COL., o V
= SHRINK GROUT BASE X4 ANGH. BOLTS a UJI
2" STD. WASHER r
fi GAP fib" x 3/4"xI'-0" WELD f?.2"x2"xl/4" T♦�POSTIN6 ai
(SEE DETAIL) ii it . . :,'. o
EMBED fr- STEEL COLUMN 5) AS ; :D; . 1► .. '�
x I/2 x 1'-0" 6" y" PLAN d SCHEDULE
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STEEL BEAM AS PLAN
STEEL BEAM AS PLAN PROVIDE BOT. CHORD EXT. GONG. FOOTING
STEEL JOISTS AS PLAN OTHER SET OF x5/16"
JOISTS VERY AS PLAN (rlrpj . }!
STEEL SEAM CONN. STEEL SEAM CONN. (® 8'-0"o.c. MAX)
TYP. STEEL COLUMN 1
0 CONC. COLUMN 3/4° _ 1 1-011 DETAIL 0 STEEL COLUMN 3/411 = 1 1-0 lt SECTION 5-52 3/4" = it-0" I 0 TO T=OOTING DETAIL 3/4° = it-o"
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