11-705-031ft'
WITHOUT PRIOR APPROVAL OF ENGINEER.
NOMMOM
S"I"'EL COLUNON SC,1,i`RXU,,,'-LE
MARK SIZE TOP PLATE BOTTOM PLATE REMARKS
pos
5"X 5"X 318"
7"X 10"X 518" WI
14"X 14"X 518" WI FOUR 314" ANCHORS
15.0
ST-1)
STEEL PIPE,
TWO 112"U
INTO CONCRETE, WITH HEX NUTS &
-70.5 -651
PSF
CONCRETE
ANCHORS INTO
WASHERS, PROVIDE 314" HIGH STRENGTH
PSF
Walls: intedorZone 4
FILLED
CONCRETE
LEVELING GROUT UNDER PLATE
Walls: End Zone 5
42.5
5"X 5"X 318"
7"X 10"X 518" WI
12"X 12"X 518" WIFOUR 518" ANCHORS
ROOF END ZONE 2
UT-2
STEEL PIPE,
TWO 112"U
INTO CONCRETE, WITH HEX NUTS &
CONCRETE
ANCHORS INTO
WASHERS, PROVIDE 314"HIGH STRENGTH
FILLED
CONCRETE
LEVELING GROUT UNDER PLATE
5"X 5"X 5116"
7"X 10"X 112" WI
7"X 14"X 518" WI FOUR 518' ANCHORS INTO
ST 3
STEEL PIPE,
TWO 112"U
CONCRETE, WITH HEX NUTS & WASHERS.
CONCRETE
ANCHORS INTO
PROVIDE 314"HIGH STRENGTH LEVELING
FILLED
CONCRETE
GROUT UNDER PLATE
2
5"X 5"X Y8"
7"X 10"X 10"X
14"X 14"X 518" WI FOUR 314" ANCHORS
STEEL PIPE,
112- (L SHAPED)
INTO CONCRETE, WITH HEX NUTS&
CONCRETE
W1 TWO 112- U
WASHERS. PROVIDE 314" HIGH STRENGTH
FILLED
ANCHORS INTO
LEVELING GROUT UNDER PLATE
CONCRETE
D3
SUMMARY:
pos
Nag OR
Root Interior Zone 1
15.0
_42.5
PSF
Roof., End Zone 2
ITS
-70.5 -651
PSF
Root Comer Zone 3
181
AI7.3 -84,2
PSF
Walls: intedorZone 4
43.5
-47A
PS
Walls: End Zone 5
42.5
-54,3
PSF
SUMMARY:
Pea
Neg CH
Roof Interior Zone 1
181
.47.9
PSF
Root End Zone 2
20.5
-84A -71,1
PSF
Roof: Corner Zone 3
20,5
•127 _91,11
PSF
Walls: InteriorZone 4
47.1
-51.3
PSF
Walls: End Zone 5
46
-58.8
PSF
�'MIN
4- • 3 CONCRETE SLAB WITH #3 @
12"OC, E.W. BOTTOM, MINIMUM
CONCRETE COVER� 3/4" BOTTOM,
SIDES ALL AROUW,
MMU
FC
FC
FC
FE
FC
FC
YC
2FC
2FC
MAIN ENTRY CANOPY PLAN 3116111
EFFECTIVE WIND AREAS- MIN EFFECTIVE AREA (SF)
0 ROOF INTERIOR ZONE 1 35 SF WIND PRESSURE AREAS (NTS)
0 ROOF: END ZONE 2 20 SF KITCHEN AND CORRIDOR
>.:./' ROOF: CORNER ZONE 3 9 SF : -I'l.,� I-
ALLOWABLE FEE SiGN SUPERIMPOSED LOADS-,
ROOF FRAMING (MAIN HOUSE ROOF)
ROOF SYSTEIIA--LtVE LOAD: 20,OCPSF
ROOF SYSTEM— DEAD LOADS: 15 00PSF
UPLIFTS-
AT NEVi STEEL JOISTS — 84.4PSF
AT EAVES: (JUSTS) Fi.I PSF
PREFAB AS S1 EEL GIRDER-CURVE TO F0LLCV4APGHrrECT1LRAL-PESGN
SLP PORTED AT BOTH END CN MASONRYWALLS AND ALSO SUPPOR7EDAT
TWO XTERMEDATE LCXA7CNS SY COLUMNS C-20 SEE ATCHIMECTURAL
TYPICAL STEEL. OUTRIGGERS PROVIDE STEEL DOUBLE ANGLES X X
X X518- @24.00 SECURE TOTCP OF CONC BEAPA WT`Pi TWO f2 1P
4- GALV ANC HCR SOOTS PER ANGLE (TOTAL 4) MIN EIIASED 21121 IWO
CONCRETE WELD FAR END TO 7OPCHCURD OFF FIST PRE FAB JOIST
ND PRESSURE AREAS (
GARAGE AND BEDROOM /LAUNDRY
SUMMARY:
Pea
ZONES TREATED AS ZON E
Roof: Interior Zone I
21, ZONE 2 TREATED AS
46
PSF
ZONE i
is
.72,2 -86.6
ASCE6 5 124 4 , FIG 6 12
Roof: Comer Zone 3
WIND PRESSURE AREAS
(NTS)
PSF
MAIN LIVING ROOM AND ENTRY
42.5
4
46.5
EFFECTIVE WIND AREAS:
MIN EFFECTIVE AREA (SF)
----------
1 42.5
ROOF: INTERIOR ZONE 1
16 SF
IIN�
ROOF END ZONE 2
13 SF
r7l�
ROOF: CORNER ZONE 3
9 SF
SUMMARY:
Pea
Neg OR
Roof: Interior Zone I
18.4
46
PSF
Roof: End Zone 2
is
.72,2 -86.6
PSF
Roof: Comer Zone 3
184
•117,3 -145.7
PSF
Wal Is : Interi or Zone 4
42.5
4
46.5
PSF
Walls: End Zone 5
----------
1 42.5
_5*3 1
PSF
4-
WIND PRESSURE AREAS (NTS)
GAZEBO ROOF y c) UT li PNII A N1
,16
DR
e
S�
0 13
X01
N
SECT ON
"X\
Root Interior Zone I
Roof: End Zone 2
Roof: Comer Zone 3
IOVE'Dby.
Wallv InteriorZone 4
4Z5
46.
PSF
Walls: End Zone 5
42.5
-54.3
PSF
4-
WIND PRESSURE AREAS (NTS)
GAZEBO ROOF y c) UT li PNII A N1
,16
DR
e
S�
0 13
X01
N
SECT ON
"X\
IOVE'Dby.
U2
2
\we,
D3
(D I @3j
7-
WIND PRESSURE AREASY (NTS)`
OVER DINING ROOM
EFFECTIVE WIND AREAS: MIN EFFECTIVE AREA (SF)
.......
0 ROOF INFERIOR ZONE I 124 SF
ROOF; END ZONE 2
29 SF
ROOF CORNER ZONE
3 9 SF
SUMIMARY:
pos Neg OR
.. "v"
Roof: Interior Zone 1
18.9 -38.6 PSF
Root: End Zone 2
22.2 -62k -86.6 PSF
Roof: Comer Zone 3
26.7 -109.5 -86,9 PSF
Waliv Interior Zone 4
461 -50 PSF
Walls: End Zone 5
46.1 T -61.3 W PSF