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PREFAB. WD. TRUSSES
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SEE ELEVATIONS REFER TO DETAIL 1
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SEMCO TAPR 212 It) 4J
EXISTING JOIST N 0 0
8'X16• MIN. CONCRETE 11E BM. G A LV. M TL. STRAP W r � c
EXISTING CONCRETE BEAM
2' A�4C&&& e;o 0 4. O.C. NAILED W� 9- 10d NAILS p_ r� o
ELSEWHERE. DOWEL NEW STEEL 0 3
INTO EXISTING CONCRETE BEAM (0 0
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3 16 _.L 0
3 1/2' x 3 1/2' x 1/4' STEEL COLUMN r) 8
CONCRETE FILLED WITH 8 x 12 x 1/2 <t 0.
STEEL PLATE WITH 4-5/8" NELSON STUDS `" W 0
WELLED TO PLATE, TOP & BOTTOM W Z r
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8' x 8' CONCRETE CAP WITH 115 CONT. 0 r
0
W L
4 THICK CONCRETE BLOCK WALL SEE DETAIL 3
4 THICK CONCRETE
SLAB W/ 6'X6',10/10 W.W.F. SLAB W/ 6'X6',10/10 W.W.F.
ON 'WSQUEEN VAPOR ON oMSQUEEN VAPOR z W 0
BARRIER ON 6' MIN. WELL BARRIER ON 6' MIN. WELL
COMPACTED FILL COMPACTED FILL I-- () In
6' BELOW EXISTING t 0)
W L�
9COMPACT� TO FIN GRADE 95X PROC TO • ;,,&- 8" x 10" THICKEN SLAB EDGE �, �W/
MAX, DENSITY MAX. DENSITY _ s. r> ,,_ __ _^_ ._ W/ 1#5 CONT. AND #5 DOWELS
------------------ 11111-11111-11111-11111=11111 IIII-1111 =1111 --�---7< - �-.-� Q u
REFER FRAMING
INTO EXIST. SLAB 4' O.C. PLAN FOR CONC. BEAM
111= IIII =11111- _ w , O
EXISTING FOOTER AND N 16'X12' CONCRETE FOOTING L EXISTING CONC. SLAB 0 n
SLAB W 12- 05 CONT.. DOWEL NEW
STEEL INTO EXISTING FOOTER Z
MIN. CLEAR O • X
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16" REQ'D. (TYP.) < M J <
3/16m
A TYP. WALL SECTION TYP. WALL SECTION STRAP DETAIL A
- SCALE 3 4" B �,
/ SCALE 3/4 2 SCALE NTS `y
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C �
W
1"X16 GA.X16" LONG MT'L.
STRAP W/ (3) 10d NAILS LLB
EA. END 0 48" O.C. EA. TRUSS Q �.
PIGGY—BACK TRUSSES 0 24" O.C. W
(� W
19/32" PLW'D SHEATHING W Q
MAIN TRUSSES �! p
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PROVIDE HORIZONTAL JOINT REINFORCEMENT r.
BETWEEN EVERY OTHER COURSE W/MIN. #9 o In
TRUSS TYPE. REINF. TO EXTEND INTO
2 PIGGY—BACK TRUSS
TIE COLUMN MIN. 4".
SCALE NTS JOB No. 0007
CAD RLI;: MONTI
DATE: 4-12-00
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BLOCK DETAIL
Sri SCALE NTS
� i91
ATI: I I