14-609-002ARCH. ENG. G.C. NOTE:
-HOLD ALL NON - BEARING WALLS DOWN
UNTILTHE SLAB IS POURED AND JOIST
SHORES REMOVED. (TYP.)
S.P.I FOREMAN NOTE:
- HATCHED AREAS INDICATE EXPOSED
USE GOOD PLYWOOD
ARCH, ENG, G.G. NOTE-
-VERIFY JOIST DO NOT INTERFERE
WITH PLUMBING.
IDE51GN DATA
F'c TOPPING = 3,000
F'c PRECAST= 6,000 P.S.I.
TOTAL JOIST AREA =3,646 S.F. THIS SHT.
S.I.L. =50 (L.L.) 4.20 (D.L.) =-f0 (SECOND FLOOR)
BL)II.Ej,; j � 'r' -s.
.srrwCTUj"ZA . SECTI0,,11
S.P.I. RECOMMENDS ADDITIONAL STEEL TO _
HELP CONTROL CRACKING (TYP) B.O. u
d Q cn L .-12'J 12'J 12'J 1211 IZ'J ARCH. ENG. G.C. NOTE:
a► - OPENING IN MASONRY STEM WALLS REQUIRED
O.. O C :n E
AND 4' -0' MIN. CLEARANCE BELOW BOTTOM >- ►= c c `o `o
--I 'W O �` ti- d 9 0
9 OF JOISTS FOR THE REMOVAL OF 4' -0' WIDE p € Y o c .0
`Q S.P.I. FORMS. TYP. (BY OTHERS)
p V
C7 t 8 o rs F € 5 c E
t; N
W
W Z O Z W ?
U. Q to
w V p o
tQ p Z u E c i' c,°'L'' —��, v u O
ED p° cn .2 13 ° �a o G a o u
w
W co o m € �+ c° D o w a
LLJ ARCH, ENG. G.C. NOTE: r ° °Q W ' o ' g g" ° F " °
4' MIN REQUIRED FROM BOTTOM OF JOIST TO BOTTOM �L W W „ a N _ o
5 �' N CL y y` 1a .2 �, y 0° r
S.P.I FOREMAN NOTE: ❑ ❑ >= x s a a �cj J� cc
OF BEAM, S.P.I. STANDARD.
44-/ z -FOR SCHEDULE # SECTIONS
22' -5' v 3Z'- SEE SHEET N 2
"3 9 6' O.C. FOR VJOIST
03 9' O.G. FOR 17
TYPE I /UNLESS OTHERWISE E NOTED.
W 3.5 a 6' O.C. 1=9= 65,000 PSI (MIN.)
T\ II�,•m
TYPE 2
F9= 60,000 PSI
SHEAR STEEL DETAIL r2.
SWEAR STEEL REINF. IS NOT INTENDED SHEAR STL. DETAIL FOR FULL LENGTH
TO SUPPORT SLAB REINF.
SHEAR STEEL REINF. IS NOT INTENDED
T�T I= E I TO SUPPORT SLAB REINF. T u F E I I
5ECONU FLOOR FRAM ING fi LAl l NORTH
-ANY VERIFICATION THAT IS ASKED BY S.P.I.
AND 15 NOT ANSWERED, IS FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/ STRESSED
DESIGN.
IN ADDITION S.P.I. WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFORMATION.
ARCH. ENG. G.G. NOTE:
PROVIDE ANY AND ALL ADDITIONAL CONCENTRATED /LINE LOADS
(WALL LOADS, TRUSS LOADS, ETC.)THAT MUST BE CONSIDERED
IN OUR JOIST DESIGN.
STRUCTURAL DWGSJNOTES PROVIDE ONLY UNIFORM LOADS.
SCALE.14' ■ l' -0'
THESE SHOP DRAWINGS WERE PREPARED FROM
THE LATEST SET OF CONTRACT DRAWMGB PROVIDED
TO BpJ. BY THE GENERAL CONTRACTOR
ARCHITECTURAL DRAWRJGS DATED: A -2 06/06/13
STFWCTURAL DRAWNGS DATED, IV12/13 SHEET 8 -3.0
ARCH, ENG. G.C. NOTE:
- VERIFY CLOUDED DIMENSIONS
IMPORTANT FOR JOISTS LENGTH
- PROVIDE CLOUDED DIMENSIONS
Ed
Denis K. Solano
P.E. 56902 S.I.2046 C.OA.00009095
Solver Structural Partnership, Inc.
7500 N.W. 25th ST Phone:(305) 592 -9398
SUITE 205
Miaml, Florida 33122 Falc (305)599 -9347
E -Mail: solv Com
r ec DESIGN - INSPECTION - INVESTIGATION - REPORTS
SECOND FLOOR + 12' -9'
ELEVATION
OF BLAB