08-1400-010L/2
P. C. I, JOIST
L
SHORE (TYP.)
L/2
NO SIDE SHORE REQ'D. UNLESS NOTED ON JOIST SCHED. OR ON
BM. SHORING DWGS.
L
IF JOIST DOES NOT REST DIRECTLY ON SHORES
AT 4, AFTER JOIST IS SET, CONTACT P.G.I. ENG.
BEFORE POUR
P. C. I. JOIST
L/2
L/2
L
IF JOIST DOES NOT REST DIRECTLY ON SHORES
AT 4, AFTER JOIST IS SET, CONTACT P.C.I. ENG.
BEFORE POUR
CONC. SHIM. (TYP.)
PRECAST SOFFIT BM.
PRECAST SOFFIT BM.
END SHORE WILL BE REMOVED
A DAY AFTER POUR
FORMED BEAM
END SHORE WILL BE 1
P.G.I. ONE DAY AFTER
PLACEMENT ( TYP.).
SCAFFOLDING FOR rVM -ilNLl 01-1.
MUST SUPPORT JOIST, SLAB AND
CONSTRUCTION LOAD APPLIED TO
BM. WHEN END SHORES ARE RE-
MOVED.
NO SIDE SHORE REQ'D. UNLESS NOTED ON JOIST SCHED. OR ON
BM. SHORING DWGS.
L
IF JOIST DOES NOT REST DIRECTLY ON SHORES
AT 1/3 PT. AFTER JOIST IS SET, CONTACT P.C.f.
ENG. BEFORE POUR
PRECAST SOFFIT BM.
PRECAST SOFFIT BM.
NO SIDE SHORE REQ'D. UNLESS NOTED ON JOIST SCHED. OR ON
BM. SHORING DWGS.
IF JOIST DOES NOT REST DIRECTLY ON SHORES
AT 1/4 PT. AFTER JOIST IS SET, CONTACT P.C.I.
ENG. BEFORE POUR.
IF JOIST DOES NOT REST DIRECTLY ON SHORES IF JOIST DOES NOT REST DIRECTLY ON SHORES
AT 1/3 PT. AFTER JOIST IS SET, CONTACT P.C.I. AT 1/4 PT. AFTER JOIST IS SET, CONTACT P.C.I.
ENG. BEFORE POUR. ENG. BEFORE POUR
1.- TOLERANCE + 1' -0' FROM INDICATED SHORE LOCATION.
2- PLUMBNESS USING 2' -0' LEVEL 1/8. 1/2' MAXIMUM IN
3- INSPECT ALL WOOD SHORES, DO NOT USE WOOD SHORES
WITH BROKEN OR ROTTEN ENDS.
4- SINGLE STORY SHORES MAY E REMOVED -I DAYS
AFTER CONCRETE POUR OR AFTER 3 DAYS WHEN
SLAB HAS ATTAINED 3/4 OF DESIGN STRENGTH.
NOTIFY P.C.I. ENG. BEFORE REMOVAL AT -1 DAYS IF
SLAB IS NOT AT 3/4 STRENGTH.
5- MULTI STORY 1 FLOORS UNDER FLOOR BEING POURED
REQUIRED (SEE SKETCH).
(o- RESHORE BEAMS BEFORE JOIST, SEE BM. SHORING
-I- FOR SHORE LOADS AND CROWNS SEE JOIST MATERIAL
SCHEDULE.
8- SHORE CAPACITY INDICATED ON ALLOWABLE LOAD
CHART.
9- MIN. SOIL PRESSURE 3,000 P.S.F.
10- LOADS ARE BASED ON A MIN. OF 100 P.SF. (TYP.)
(30 P.S.F. CONSTRUCTION LOAD).
/+I / "— tna 1
G.G. NOTE.
-THIS DRAWING WAS PREPARED FOR YOUR JOB
AS PER OSHA REGULATIONS. A COPY MUST
BE KEPT AT THE JOB SITE AT ALL TIME.
- SHORING IS NOT DESGNED FOR USE OF
MOTORIZED CONCRETE EQUIPMENT ON FORMS.
__l I-ru rnl4Ml
POUR
clT Y yr 0%a,.0 I , .... --
BUILDING DEPT.
STRUCTURAL SECTION
APPROVED BY:
'.LATE' _..__.
q0 RESHORING REQ'D. U.ON.
M:
ARCH.:ORESTES LOPEZ —RECTO
ENG.: G & A CONSULTING ENG'S.
G. .: MERRITT CONST.
4
4
6
�tt N V)
Ln 1,
I
x. _10�
rx
'9
j
fj) w I J/
�y �q�
2ineea�vn s
m, i9
awwwvn rinii
�p
H,
53-
ovm
0
DRAWN:
i *z"�°
10
"r
•
Vi �y
rx
s
i�
t.
�Q'ALM•
w�
CKD.:
i
APPVD.: !
€ISSUED:
:,FROM S "iRUrT. DWG. I
:S SEE r DA 3 E:6J.
JOB NQ. i
SHEET:
i
I
t-