10-1039-005GENERAL STRUCTURAL NOTES
ALL SLABS 61 1.4/ 4 W.W.M. . ON WELLICCOMPACTED FILL DAYS
AIN6 MAIL DESIGN CRITERIA
VAPOR BARRIER BETWEEN SLAB AND FILL L = 30 PSF
FOOTINGS : NET UPLIFT: 39.37 PSF
SEE SCHEDULE SHEET S -1
2. SOIL STATEMENT:
INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE R
ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF.
IF ANY OTHER CONDITION ARE ENCOUNTERED ARCHITECT SHALL. BE NOTIFIED
BEFORE CONTINUING WITH WORK.
2. TIE BEAM:
A. ALL CAST -IN -PLACE CONCRETE TIE BEAM IN THIS JOB SHALL BE
REINFORCED WITH 4 # 3 TIES AT 12' O.C. AT THE CORNERS AND
AT EACH SIDE OF TIE COL AND AT 48' O.C. ELSEWHERE
B. CONTINUITY OF THE REINFORCING SHALL BE PROVIDED AT CORNERS BY BENDING E
TWO (2) # 5 BARS WHICH EXTEND 30 INCHES EACH END FROM THE CORNERS.
3. CONCRETE:
A. ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000
P.S.I.
B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI
301 -89 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS."
OOF TRUSSES SUPERIMPOSED LOADS
DEAD, TOP CHORD
15 P.S.F.
DEAD, BOTTOM CHORD
15 P.S.F.
LIVE
30 P.S.F.
BASIC WIND PRESSURE, qz
39.37 P.S.F.
ASCE 7 -05 V =146 MPH h= 15'
TRUSSES L < 17.3'
XP. 'Co 1 =1 a = 5' -0"
L7
NET WIND UPLIFT, ZONE 1
-42.52 P.S.F.
NET WIND UPLIFT, ZONE 2 3
.. �. i ., ,i. i i• i. i• '.
. VERTICAL WOOD CONNECTED TO TRUSSES AT EACH CONTACT
•i sa
-74.02 P.S.F.
OVERHANGS do TERRACE
TO WALL
TO WALL
-98.44 P.S.F.
1110 `1i i0 # i` i i` NOTE: TO BE WD. PRE-FAB. AND 5 12
ENGINEERED 0 24" O.C. MFR. TO SUBMIT
SHOP I i / ► ..i
i VAL IN THE CITY.
GIRDER Ai
TRUSSES'l� 17.3'
-38.59
061111
A. atAM) ANU W AUa . ............................a /4
B. BEAMS AND COLUMNS ...........................1 1/2
WOOD TRUSSES CONNECTORS SCHEDU
i i•
1 CONNECTOR I`
ALLOWABLE A
• , TRUSSES TO BE CONNECTED i gy `
•, i TRUSS 1 i
i oil ; 'i1
' i `• i` i i i i i
EXISTING FTG
f
LOAD
LAT. LOAD
FASTENERS INTO STRAP
L7
#
PARALLEL
PERPENDICULAR
.. �. i ., ,i. i i• i. i• '.
. VERTICAL WOOD CONNECTED TO TRUSSES AT EACH CONTACT
•i sa
i i
CONTINUOUS i' ii/ BOTT. i`/ BRACING CONNECTED TO THE TOP OF
TO WALL
TO WALL
QUANTITY
SEE TRUSS MANUFACTURER SHOP DRAWINGS / CALCULATIONS it
___]m!
ADDITIONAL R AND WEB BRACING
I
TO STRAPS
2S
1
f
FRRMDE 30 L.BS FELT PAPER BETWEEN LAYERS
1S
I
r• • GIRDER
i i i i • r•
- - - - - -- ---
r / ii i
• , TRUSSES TO BE CONNECTED i gy `
•, i TRUSS 1 i
i oil ; 'i1
' i `• i` i i i i i
EXISTING FTG
f
I
DEAD LOAD PILUS LIVE LOAD GIRDER REACTION
(EXISTING FTG
#
NET WIND UPUFT GIRDER TRUSS REACTION.
.. �. i ., ,i. i i• i. i• '.
. VERTICAL WOOD CONNECTED TO TRUSSES AT EACH CONTACT
•i sa
i i
CONTINUOUS i' ii/ BOTT. i`/ BRACING CONNECTED TO THE TOP OF
EVERY TRUSS BOTTOM CHORD W/ 2- 16d NAILS. MAXIMUM SPACING BUKEN
BRACINGS SHALL BE 10'-0*
• • i+ /•, / 1.
1
SEE TRUSS MANUFACTURER SHOP DRAWINGS / CALCULATIONS it
• •. i� •,
ADDITIONAL R AND WEB BRACING
STEEL PLATE •
EXTENDED
y i
.i
5 EXIST , COL
CELLS 6' -11"
WAVE
SCALE -. 1/4' = 1' -o'
1- 5/8' DIAM. THRU
BOLT FOR TWO PLY TRUSS STEEL PLATE 7- X 1/2'
ANGLE L3 1/2- X 3 1/2- X 1/4 . W/ (Fy = 36 KSI}
EXTENDED LEG (Fy = 36 KSI) _\ ,,-ANGLE L3 1/2* X 3 1/2' X 1/4' W/
SCALE 3/4" = 1' -O"
F
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Ifto
1i 1r o
/ 1
WHEN T.B DEPTH EXCE f
BEAM DROP DETAIL , 11 #4 T BARS
E1 AT A
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BUILDING DEPT.
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(EXISTING FTG
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EXISTING CONC. SLAB TO REMAIN
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EXISTING FTG I
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EXISTING FTG
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X 6' -0' 0 12' O.C. I
f
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4 X 6' -0'
f
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f
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c -1
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EXISTING FIG
-16 —_j
STEEL PLATE •
EXTENDED
y i
.i
5 EXIST , COL
CELLS 6' -11"
WAVE
SCALE -. 1/4' = 1' -o'
1- 5/8' DIAM. THRU
BOLT FOR TWO PLY TRUSS STEEL PLATE 7- X 1/2'
ANGLE L3 1/2- X 3 1/2- X 1/4 . W/ (Fy = 36 KSI}
EXTENDED LEG (Fy = 36 KSI) _\ ,,-ANGLE L3 1/2* X 3 1/2' X 1/4' W/
SCALE 3/4" = 1' -O"
F
li
Ifto
1i 1r o
/ 1
WHEN T.B DEPTH EXCE f
BEAM DROP DETAIL , 11 #4 T BARS
E1 AT A
.
I
► °t ' O.C. to
' -6"
d"
I
tit
a
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Elm
1 � "t
STARTER COLUMN DETAIL
v
.,ate
BUILDING DEPT.
•
r (FIELD
ABWOOD
F
I
km