07-16-007REvISioN', Bi
ASCE 7-02 WIND LOAD CALCULATIONS
MEAN ROOF HEIGHT
= 13' < 30'
WIND SPEED
= 146 MPH
FROM ASCE 1-02
SIMPLIFY METHOD CAN
BE USED
USE LINEAR INTERPOLATION
ROOF PRESSURES
EFFECTIVE WIND AREA
ZONE
+ PRESS.
- PRESS.
10
1
+15
-31
20
1
+14
-36.5
100
1
+10.5
-34.5
EFFECTIVE WIND AREA
ZONE
+ PRESS.
- PRESS.
10
2
+15
-63.5
20
2
+14
-5-1
100
2
+10.5
-41
EFFECTIVE WIND AREA
ZONE
+ PRESS.
- PRESS.
10
3
+15
20
3
+14
100
3
+10.5
- 41
WALL PRESSURES
EFFECTIVE WIND AREA
ZONE
+ PRESS.
- PRESS.
10 S.F.
4
+3 1.5
- 41
50 S.F.
4
+33.5
-31.5
500 S.F.
4
+2a
-32
10 S.F.
5
+31.5
- 50.5
50 5.F.
5
+33.5
- 43
500 S.F.
5
+2 a
- 31.5
USE LINEAR INTERPOLATION,
WE
HAVE THE
VALUES SHOWN
ON TINE ELEVATIONS AND
THE
ROOF PLAN
eALGULATION FOR "a"
10% OF LEAST DIMENSION =
.1 x 31' =
3.1'
0.4xh
=
0.4x11' =
4.4'
USE 3' THE VALUE FOR "a "
8" X all CONC. RAKE
BEAM W/ 2 # 5 0
R-19 BATT INSULATION WITH
9" FIBERGLASS BLANKET
5/a" GYP. BD. ON 1"X3" FURRING STRIPS
O.G. CLG'S.
PRE -FAB. WOOD TRUSS a 24' O/C,
1" X 3" PRE55URE TREATED CONT. HOR1Z.-
FIRE STOP AND AT MID POINT
(1) #5 0 VERT. IN FILLED GONG. BLK. CELL
1" X 2" PRESSURE TREATED FURRING AT fro" O.C.
WITH 3/4" POLYURETHANE INSULATION (R-5)
1/2" GYP. BD. TAPED 4 JOINTED
GRADE
S- 1 j SCALE: 1 1/2" = 1'-0"
era
TOTP OF BEAM
VAR 5.6,
(2ro GA)
3'X3' GALV. DRIP ON
P.T. 1"X2" NAILER ON
2'Xa' FASCIA BD.
1/2' EXT, GRADE
PLWD, SOFIT W/&" X I�?'
SCREENED VENT a 4"-0" O.C.
5/a' STUCCO ON a"
CONG. BLOCK WALL W/
09 GAGE LADDER TYPE NOR.
REINF, a 1�?' O.C.
# 5 IN GROUTED
CELL EACH SIDE
OF WINDOW AT OR DOOR
WHERE THE COLUMN IS
NOT PROVIDED
FIN. FLOOR
TOP OF GONG. FTG.
12 "H x 1 ro "W GONG. FTG. ► o
W/ (2) #5 D I A. CONT.L•o
5 TYPICAL WALL SECTION
\, S- I I SCALE: 3/4" = 1'-0"
4"x4"x1/2 "TH. STEEL
COLUMN FILL W/
CONC. GROUT (TYP.)
W/ 5/a" TYPE "X' GYP.
BD. ENGAISSED AROUND
THE COLUMN
4'x4'x2' CONC. PAD
W/ (6) SO L.W. AND
(ro) 05 0 S.W.
I51I6'
U5P' TAPLI�2 STRAP
CONTINUOUS WELD /ALONG
OF TOP FLANGE
WaX24 STEEL BEAM
CORNER COLUMN
1
eT
Y /1
3/I ,
4"x4"x'/2 "TH. STEEL W aX24 III COLUMN 4.5"X4.5"X3/4' TH. STEEL BEAM DETAIL
BASE PLATE WELDED STEEL
W/ DECORATIVE CI -,ADDING BEAM
ENGAISSED AROUNp `�
TO STEEL BEAM � = 1 SCALE : 2" = 1'-0"
THE COLUMN J
\ I 4'x4'x025'
STEEL COLUMN
' DIAMETER
NILTI KWIK BOLT III
2 LOCATIONS
1/4" X &" BENT 5% PLATE
WELDED TO STEEL BEAM
W aX24
STEEL
BEAM
SIDE VIEW
NOTE:
12'x0.50'xl2'
r/ 4-1/VHOLES
SOIL STATEMENT:
VERIFY DIMENSIONS WITH
TRUSS MANUFACTURER
FOR 3/4'0 EXP. BOLTS
a' MIN. EMBEDMENT.
BEAM
D
ETA
I L
a. THIS SITE NAS BEEN OBSERVED TO BE SOIL SAND AND
ROCK AND IS CAPABLE
NOTE:
OF SUPPORTING A LOAD OF 2,000 P.5.F. THE DESIGN LOAD
OF THIS PROJECT DOES
- ALL 3/4'0 THRU BOLTS TO BE A571 A325.
- ALL 1/4' STEEL PLATES TO BE ASTM A36.
- 1
SCALE 2" = 1'-0"
NOT EXECEED 2,000 P.S.F.
- ALL SPECIFIED MATERIAL6 ABOVE TO BE EQUAL
OR BETTER
b. A LETTER WILL BE SUBMITTED AFTER GROUND HAS BEEN
BROKEN, ATTESTING
- 1/4' FILLET WELD FCR ALL PLATE CONNECTIONS.
NOTE:
TO THE FACTS THAT THE SITE HAS BEEN OBSERVED AND
CONDITIONS ARE
- ALL BOLT HOLES TO BE 1/VO FOR 3/4'0 BOLTS.
- ALL EXPANSION BOLTS TO BiE NILTI <LX BOLT 111,
a Xa" STARTER
SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED
- ALL THRU BOLTS TO BE A51 1 A325.
BUC<ET UPLIFT CAPACITY:
- ALL STEEL PLATES TO BE A5TM A36,
COLUMN W/(2)
ONE 3/4'0 THRU BOLT IN
- 1/4' FILLET WELDS ALL AROUND FOR PLATE
AND II CO�ECTiON5.�
0+3 0 VERT. (TYP.)
DOUBLE SHEAR, EQUALS:
- ALL BOLT HOLES TO 5E 1/8 4m FOR 3/4'0 5OLT5.
LOAD PERPENDICULAR TO GRAIN = 1,330 L55.
- USE PLYWOOD FILLERS WHEN REQUIRED,
LOAD PARALLEL TO GRAIN = 3,300 L55.
BUCKET UPLIFT CAPACITY:
'_ '
WITH SHORT DURATION LOAD FACTOR Cp : 1.6
- 4,0000KLF6 UPLIFTS ER ONE 5/4'0 THRU BOLT.
15 0 DOWEL INTO EXIST
USING 1.3 FACTOR, 1,000 L55 x 1.3 = 1,129 LB5/BOLT
e 1/4' STEEL 5UrXET
FTC. WALL '� 2'-0" O.C.
SET W/ EPDXY GROUT (TYP.)
-
- - - - - - - - - - - - - -
•
4 (4) #30 a 12" O.C. a ENDS
#3 a 4a" REMAINING
EL. 9'-a" 2nd FLOOR
TB
- - - - - - - - - - - - - -
UP TO l
0-
CONC. LINTEL ELEVATION
W/ (2) *5m
CONC. LINTEL
SCALE: 1/2" = 1'-0"
FI LED CELL W/ (1) #5 0 VERT
F OM FOOTING TO TIE BEAM
a '-o' O.G. MAX. 4 AT OPNG.
4 ; T CORNERS OR WHERE INDICATED
)F EXISTING W/ 30' MIN. LAP (TYP.)
;ETE WALL
F-2 r
I I
0 I
I I
I
FLU" H
4" REINFORCE CONCRETE SLAB WITH G Xro-W1.4xW1.4
WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN 955'.
DENSITY AS ERIASTM D-1551 OF THE MODIFIED PROCTOR TEST
COMPACTS FILL FREE OF ORGANIC MATTER. MAXIMUM 51ZE
OF ANY FRO K5 (WITHIN 12" BELOW THE FLOOR
CUT EXIST.
4 MAKE
G. AS SHOWN I •
ol
I I
IF -2 ( _ _ _
-- : I
- -----
---------- -
CC
�_
7
-e'l
iC
FOUNDATION SCHEDULE
REINFORCING
#5 0 DOWEL INTO EXIST , MARK SIZE REMARKS
FTG. 4 WALL a 2'-0" O.C. - L.W. j S.W. CONT. TRAN.5V.
cn
SET W/ EPDXY" GROUT (TYP.) F-2 4'-0"x4'-0"x2'-0'!, (3) #5 0 (3) #5 0 - CONC. PAD
a"Xa" STARTER ,jL�-,� MF 24 24 W.x12 N. (3) #5 5 2 O MONOLITHIC FT6. N
COLUMN W/(2) '^
cn
#5 0 VERT. (TY P.) 3
1 L
FOUNDATION PLAN
NORTH SCALE: 1/4" = 1'-0"
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DRAW''J
G.C.
�HE,-',ED
C. M.
DATE
12-11-2006
S-Al E
AS SHOWN
JOB I-)
22-2006
SHEET
s-
3 C7 7 SHEET_