HomeMy WebLinkAbout110 Pamela Ct 94-2207,95-228,95-111,95-201 New SFHpct,/-n a /a Cl-,
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PHONE # 3y,14
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OWNER FEE $
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PHONE #
PLUMBING
ADDRESS
PHONE #
CONTRACTOR r
FEE $0�_
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ELECTRICAL CONTRACTOR ,� Noo
94�
ADDRESS
PHONE #
01'5, -d-0 I MECHANICAL CONTRACTOR i 1
j
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (_�)
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCH I i ECTURAL APPROVAL
DATE:
FEE $�JJ
FEE $ �-
LOT NO. (0
BLOCK: d
SECTION:
SQUARE FEET: I(` b
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED #
FINALDATE
DATE:
as
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„ 30'-0"
s
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1
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to
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9
1'-4°
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i I
-- I
6�
3 5/8 C20 STUDS -- - - -
02'-0" O.C.
CONN. TO TRUSSES & WALL
(4 #10 SCREWS EA:)
15'-0"
I11'-4"
13'-4"
ROOF PLAN
W1
W8
W5
#10 SCREWS
i'
i
3 5/8 TX 18
3 5/8 C 20
WALL STUD TO
TOP PLATE
C12 - --
Uu
3 5/8 TX18 —�
lAo
PERIMETER WALLS HAVE FULL 7/16" O.S.B.
STRUCTURAL GRADE PANELS (ONE SIDE)
FASTENING PATTERN 12" O.C. FIELD SPACING
3" O.C. EDGE SPACING.
MIN. FASTENER SIZE 8-18
(SHEAR CAPACITY 390#)
NOTES
16 Ga. PL. W/
10 #10 SCREWS
(N.S. & F.S.)
TYP. BEAM & LINTEL
I"� /'1 n I A I
f-1
8C 1 a
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r
3 5/8 TX18
f:1K
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6C18-- r
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3 5/8 TX18
L1
STRUCTURAL MEMBERS: ALL
18, 20, & 22
Ga. MEMBERS SHALL
BE
OF 33 KSI YIELD
OF COMMERCIAL QUALITY
AND CONFORMING TO
ASTM 525
ALL 14 & 16 Go.
MEMBERS
SHALL BE OF
50 KSI YIELD OF COMMERCIAL QUALITY
AND CONFORMING
TO ASTM
446. ALL MEMBERS
SHALL BE OF G-60 GALVANISED WITH
"C" SHAPES IN 3
5/8, 4, 6,
8, & 12 INCH
WIDTHS WITH 1 5/8"
FLANGES.
FRAMING SCREWS
SHALL BE
#10 x 3/4" S.D. TEKS WITH A ZINC
PLATED FINISH.
H-2 TRUSS ANCH. SHALL BE "SIMPSON" OR EQUAL.
} CUE14T
STEEL SYSTEMS
HALLMARK BUILDERS
MODEL : PRINCESS PALM 1166
WALL PLAN- LOT #
WAM BY BW DATE 7/12/94
QME= BY: DATE
l
DitA'IkArl(i NO. c _ 1 REY.
.u.
2'-0"
1-4" 5 - SPA. 0 2*-0" 21-0*
J7
J,
LI
LI
C-4
IN 3'-0 5 0 5/8'
00 -00
0
1 51-2-1 41-2- of 4
9'-4* 4'-0'
13'-4
WALL W4
56-'-- 0"
28-SPA. 0 2'-0"
2'-0"
.11
-
W4
00
0
15'-0" 15'--0"
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ID
co
29'-4"
m..
0 1/8' 3'-0 1/80,
6'-0'
11'-3 5/8"
WALL W9
— - - - --- ---- ---1 2'-0".- �
W2
86 -0.
W8
00
II II
II II
W9 W8
II
cn
II II
81-00
WALL Wl 0
X - INDICATES DET. I
W4
WI
0)
2'-Om
W2
0
- I
co
2'- a
NALL-M
WALL
I Ix 1
8'-8- 5'-6m 2'-6a
W-19"
WALL WI I
12'-0*
0
0'-3 5/8'
-1 -
LI II k
II
-0
II 10
II
0'-6 7/8'---- i -.1--27— 0.'-6 3/4"
4'- 3 5/8'
AAU- W7
1/2"0 x 2 1/2'
PHILLIPS CONC. ANCH
OR EQ. 0'-2 1/2,"
(ALLOW. UPLIFT 1,550#) 2 1/4" A C
L 3 5/8"TX18 00" LG.
c)
--4 #12 SCREWS
3 5/8"TX
\'2 #12 SCREWS
C'4 I N. S & I F. S.
#12 SCREWS
N.S. & F.S.
TIE DOWNS DETAIL 0 ALL OPENINGS, EA. CORNER
& AT 4'-0o O.C. MAX.
DET, i
STEEL SYSTEMS
HALLMARK BUILDERS
MODEL : PRINCESS PALM 1166
LOT #
SCALE:
W. BW DATE 30'-0" DMVM 7/12/94
CHECKED BY.' DAM
WALL
DRAWXG NA ay.
S-2
n=4
TRUSS T-5
,-'In.W'"
IL
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12
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2n=6 CUNN. HN
6 - SPA. Ky 2'-0" �U
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YERl & D|AQ' MEMBERS 3 5/8 C SECT. A -A
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30 '-0
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