Church Road 1055 THESE PLANS ARE NOT VALID FOR FERMITTINCi revisions by
WITHOUT THE RAISED SEAL AND SIGNATURE NOTES:
Or- ENGINEER/ARCHITECT c:)F RECof�zD. 2- INDICATES NUMBER OF DOORS. 10-21-5'a 1 BPM
2- INDICATES NUMBER OF WINDOWS. S
FR - FRENCH DOORS (0
SL - SIDE LIGHT .2
FG - FIXED GLASS
TR - TRANSOM
GB - CLASS BLOCK
PKT - POCKET DOOR
OBS - OBSCURED GLASS
TEMP - TEMPERED CLASS
E
SH - SINGLE HUNG
DH - DOUBLE HUNG
HR - HORIZONTAL ROLLER E
0
BP - BYPASS 1�:
SPECIALTY WINDOWS/DOORS, FIXED C
GLASS WINDOWS, AND TRANSOMS ARE .2
0 0
NOTED ON PLANS. .9
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WINDOW SIZE KF c
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2 .0 LL
(I)
NOTE MASONRY FRAME L. -
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461-211 401-411 21-011 x 0
1820 SH12 20 is x24"± 0 P E
0
1830 SH13 20"x36"± �c
Ilk- 231-411 1--4-1 , 1840 SH14 20"x48"± CO
221
7 1850 SH15 20"X60"± 0) C\l
1860 SH16 20"x72"±
90<6 FT. WD. POST H2 4rx-2�4 ±
___2020 SH1 C
CASED/ FINISH W/ HB,
2030 SH1H3 24"x36"± W 0 N
(4) 30 BUTT GLA6 CTION5 (SEE ELEVATION)I C\1
DEC. TRIM SE 4:, I&,X1, CH GAR DR a,xl, 014 GAR SH1H4 24"x48"+ E
A% M 2040 § §
--1�_ I — — i V J
MEDIA 2060 SHIHIS 24"x7 2"
2X(o WALL 2><C? W,%LL 2Xro WALL, N/A
2220 26"x24"± -
0
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_J 26"x36"±
VAULT CLG. _7 2240 N/A 26"X48"± CL CIO
41-011 -11-011 .31-411 �21-019 lo -011 301-411 2250 N A
FJ 2260 26"x72"+
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5 C%J
2630 N/A 30%36"�_±__ (0
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3020 1 SH22 36"x24" 0
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3040 SH24 36"x48"±
3050 SH25 36"x6O*'± -C
0
36"x72"±-
S/ 3060 SF126
R 4020 N A 48%24"±
(D
4030 N/A 48"x36"±
3 Car Garage 0
N A 0
,x I'd. (0 4Q40 48"x48"
Master Bedroom 101-01, CLGI 4050 N4A 48"x60'±_
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X, 561 th 2 FF __4030 SH33 5,3"x,36"±
AFZr_-P 7OP TRANS A5V.
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f 4040 SH34 53 x48"±
OPENIW_x 4050 SH35 53"x60"±_ E
&EE SECT.- 63-'T_x 7 2"±
61-111 11-1111 101-011 151-611 -all -all 4060 SH36
COUNTERw
42" APP.
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14'-0" CLG. E
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ro x -;r-;77�
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0 APP,
Ul 41
SH W/ 2-3 W/ 2-3060 50 W1 a CC!
31 HIGH
WALL 3-3010 4 3-3030 6050 ARCH 2-3010 4 2-303 0
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5050 14 tAls
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61 21
21- 14 21-611 -011 -611-V 21-411 v Ill-.411 K2'-O#1 9 -11 C31-011
__J 7/ 1. GARAGE DOOR TO BE .2
U_ r_
M CERTIFIED BY MFR. FOR 100 M.P.H. 0 by
2'-4" M,_all 32'-011 MI-611 E
2. ALL TUB & SHOWER UNITS WILL E BPM/CG
0
LLJ U checked by
-611 HAVE ANTI-SCALDING DEVICES
U)
INSTALLED. HDS
date
ALL DOORS TO BE W-W TALL >
%_ 01-29-99
U.N.O. OR PER BULDER/a"I
A
scale
4
AS NOTED
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
AV job no.
OVER SCALE DIMENSIONS. Contractors shall verify 99-1113/2597
and be responsible for dimensions and conditions J
of the job and Home Design Services, Inc. must
be notified In writing of any variation from the
dimensions, conditions and specifications appearing
L drawing no.
THIS DRAWING HA8 15EF-N DESIGNED on these plans. -V
W
TO MEET OR EXCEED THE REQUIREMeNT5 C
5� OF SECTION 160(o Or- THEE ilaS4 EDITION 0�r- .21
THE STANDARD WILDING CODE, SECTION
Floor Plan
108,06 OF THE Ic3131 EDI`TION OF THE STANDARD
E
BUILDING CODE AT 100 M.F.H. WM SPEED, Scale: 1/4"=V-0") 0
-751f=YM
4
>
cc
N
L I
allh 6k
THESE PLANS ARE NOT VAI-Ir-) FOR PERMITTING revisions by�
WITHOUT TP�E RAISED SEAL AND SIGNATURE E5F-M--
OF EWSINEER/ARC441TECT OF RECOFRD,
.2
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11-811 cal-oil 101
21-411 IV-411 �21-011 -811
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LL- C
0 drawn by
4_T-41 E BPM
THIS DRAWIWa HAS BEEN DESIGNED
TO MEET OR EXCEED THE REQUIREMENTS
'Bal-611 chocked by
< 01= SECTION 1606 Or- 714�-; 113IB4 SDITIoN or-
;tl HDS
THrz STANDAf;ZD BUILDIW-3 CODE, SECTION
date
1606 OF THE ISSI EDITION OF THE STANDAF:R0
01-29-99
BUILD[Wa CODE AT 100 M.P.H. WIND SPEED.
scale
FLOOR SLAB OF PLANT MIX CONCRE1rE AS NOTED
2500 411 THICK WITH rieER-mESPI
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE job no.
REINFORCEMENT OVER TESNITE TRE4TED
OVER SCALE DIMENSIONS. Contractors shall verify 99-1113/2597
(0 SOIL WITH & MIL. POLYETHYLENE VAP)OR 6
01 and be responsible for dimensions and conditions C:
ro BARRIER OVER COMPACTED CLEAN IFILL.
E=- of the job and Home Design Services, Inc. must
OR be notified In writing of any variation from the
FLOOR 51-AB oP PLANT MIX CONCRIE-VE dimensions, conditions and specIfIcations appearing
drawing no.
2500 P-51 4" THICK WITH 6x6 10/10 on these plans. �U
U)
GAUC-zE REINFORCIW5; MAT. WITH MIN Ill
covER. TEFRMIT5 TREATED SOIL WITI41 .2'
ro ETHYLENE VAPOR 15ARRUER 0
ro MIL. POLYIE Foundation Plan
OVER COMI-Ar—TIED CLEAN FILL. (1)
E
Scale: 1/4"=V-01
PJ
rev:islon s 7�y
THESE PLANS ARE NOT VALID ;=OR Pej;�MITTIN(:�; (10=-2 3� 5PM
WITHOUT THE FRAISIED SEAL AND SlaNATUF;?�!
Or- ENGINEER/AfRC-PITECT or- RECORD.
C
in
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18'-0" BRG. FIT. ---------- -------
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-------............... ............... .......-1-1................... --------- ............. ------------------- -- ------------ 12
16'-8" HEEL FIT.
........................... ........................ .......... X
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8'-0" HDR. HT, 8' W
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Left 61cle. Elevation EXTERIOR FINISHING N011111S V�
R- 19ft Side Elavation
SCALZ Vol 19-04 6CAL&W P-W 1. Composition shingles over #15 felt.
2. Concrete tile roof installed as per manufacturer's
specifications.
3. Cricket as condition req.
(n
4. Roof window
5. Chimney Cap/Spark Arrestor V 1%
6. Trical Textured Finish
7. 4 Smooth Textured Trim/Bond
8. 6" Smooth Textured Trim/Band
9. 8* Smooth Textured Trim/Band
10. 12" Smooth Textured Trim/Band
11. Raised Panel
12. Key Stone
CL
13. Quoins (Brick or Textured Finish)
14. 4* Frieze Trim V)
15. 8" Frieze Trim N
16. 12* Frieze Trim
W-S'HEM HL 17. Brick Veneer C4
18. Soldier Coursing Cal
19. Row1ock Coursing CL
cli 0
0
20. Light Conc. Mortar Wash
21. Cont. Ridge Vent, as req. (D
CXJ 12'-0"BRG.H T. 22. Off Ridge Vent, as req. 0
w-G-ORO.HT. W-2*ORG.Ht -0
�J 23k R.S. Cedar
ci 10'-0"ORO,HT.
7- 24. R.S. Plywood
j,W-0*ORO..HT, 25, 4" Wood Trim
8'-0'SRO.HT.
26. 6" Wood Trim
27, 8* Wood Trim 0
----------------- 28. T-11 Siding
V
29. 4* Lop Siding 2
-0,Fitt no, 1LJL-J L-1-11 E
E BPM
LLJ 30. 8" Lap Siding
221 0'-0*FIN.fM 31. Wood Louver Vent rawn by
32. Wrought Iron Railing
checl<ed by
33. Treated Wood Hand Railing
Moor -lovation HDS
34. Painted Block
date
01-29-99
scale
AS NOTED
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE job no.
OVER SCALE DIMENSIONS, Contractors shall
verify 99
Engine Is Pk3n and be responsible for dimensions and conditions -1113/2597
ro of the job and Home Design Services, Inc. must
be notified In writing of any variation from the
dimensions, conditions and specifications appearing
11-116 DRAWING PAS BEEN DESIaNIED on these plans. >1 drawing no.
TO MEET OR EXCEED TPF= REQUIREMENTS
C
Or- SECTION 1606 OF-- THE ISiB4 EDITION O`I= AV%
31:
THE STANDARD BUILDIN6 CODE, SECTION Elevations
1606 Or- THE 113131 F-DITION CP THE 6TANDARD
eUILDIW-, CODE AT 100 M�P.P. WIND SPEED. Scale: AS NOTED E
0
Li
------------
---------------
............I
THESE PLANS ARE NOT VALID FOR FERMITTIW4_"') —b-y*%\
WITHOUT THE RAISED Sf�AL AND SIGNATURE
OF ENGINEF-R./ARC141TECT OF RECORD. 6 aPM
.2
U)
5IMFI50N CONNECTORS Q
ISO C3001 FZZ61STERED
EACH FLOOR TRUSS ATTACHED To E
0
CMU WITH (0-PETA16 AND (D-MT512 J:
AT FRAME CONNECTION E
WITHOUT STRUCTURAL SHEATHING .0
— — — — — — — — — —
— — — — — — — — — — — — — —
SECOND FLOOR STUDS To BE MIN. E
2x4 025F�F OR 03SYP AT Iro" O.C. WITH
(0-143 EACH FULL LENGTH STUD
— — — — — — — — — —— — — — — — — L C
— — —— — — TOP AND E30TTOM
(D
EACH ROCA-- TRUSS AT CMU _J
TO BE ATTACHED WITH (D-ETAlro LL
RIDGE
CL W
X
EACH ROOF TRUSS AT FRAME
05
FA-1 CONNECTION TO 51H (D-M-17812 U.I1,LO.
CL I
CO (N cd
>
ENDJACKS AND CORNER SdeT5
MAY BE (U-1-12B
HIP 0
0 a:
0 0 < 0 Nr
A ROOF SREATI-ING TO BE V2" NOMINAL W S=
(OR 1/16" RATED 16/24) NAILED WITI4
OD
Z'�2X21/9" MECHANICALLY DRIVEN NAILS Co
QL
\ I AT ro" O.C. EXCEPT FIRST 4'-0" OF--
L 10 ENTIRE PERIMETER WHICH SHALL BE >1 0
L C: Z Z 0
ro" O.C. FIELD AND 4" O.C. EDGE (d
a 0
CL — 9 (0
X '2 OL. :3 .0
X 19 WALL SHEATHING TO BE 1/2" NOMINAL 0)
4— CDX OR 05B N-41LED WITH 86
0
(D ILJ CORROSION RESISTANT NAILS AT roll
t co (0
_V
Oj�:. FIELD 4" O.C. EDGE,
_!i: �2
Q
WITH STRUCTURAL SHEATHING IZ N
0 (D .21
0
EXTERIOR BEARING WALLS OD
TO BE 2x (SEE! FLOOR PLAN) Z
A 02 SPF, OR 03 SYP 4 1611 O.C. 0
< W1 I-H3 AT TOP 4 AT
C W
BOTTOM 0 32" O.C. (U.N.O.). Q 0
PROVIDE 1/21, rzXTERIOR :5 0 0
STRUCTURAL SHEATHING W/
0
8d NAILS 0 4" O.C. AT THE t- 0 03
o
PERIMETEfRS .9 ro" IN THE FIELD
Or- SWEATHINI53. (SIMPSON
APPROVED EQUAL 15 SP1 s
Q X
THE BOTTOM 4 SP2 11D THE TOP)
JX
01
0
NOTE :
0
ALL ROOF 5LOPE5 AT 6:12 0
'0
UNLE-55 OTHERW15FE NOTED.
0
ALL ROOF OVERHANGS
0
ARE 24" UNLESS OTHERLUI -
SE
12
0
12 NOTED.
PRE-ENGINSERED
L ROOFTRUS5ES CL
24" O.C. OL 18'-0" BRG. HT. -0
17'-8" HEEL. HT. 7 C
16'-8" HEEL. HT. ROOF PLAN NOTES
T .2'
1. All trusses shall be designed and certified by truss
manufacturer's registered engineer. W
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, :9
q)
PARALLEL TRUS-a SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE W
BEAM FABRICATION. ALSO, TRUSS MANUFACTURER TO fE
12'-0" BRIG. HT. PROVIDE SHOP DRAWNGS TO HOME DESIGN SERVICES,
Ui
INC. FOR FINAL APPROVAL BEFORE FABRICATION. C:
11'-0" E3RG. HT.
plans
10'-0" BR(3. HT. OQIO'-O" EIRG. FIT. 3, All roof pitches are to be set as indicated on W
10' and elevations.
CEILING FRAMED COWN-1—
To 121-011
OFEN 4. Top plate heights vary. See building sections, wull
j, 8'-0" HDR. FIT, 8' 0" HDR. HT. 11"
sections, and elevations for bearing heights.
5. Truss spacing shall be 24" o.c. unless otherwise 9
CL
Cov ered f_�Oqell En"x noted. Conventional framing shall be 16" o.c. or
L r-Al.
LIVIva RM as otherwise noted.
Q
S
6. Truss manufacturer to provide all gable end
T.
CT) X trusses with Intermediate stud members 16m o.c.
Co 7. Roof decking as specified.
C\J
0
......... Overhangs will vary. See roof plan and exterior
elevations. All overhangs greater than 18" shall
IIII I IfTli i .1 -IN. FLR.
_ko'-O" FIN. FLR. 0' 0 F be tacked on In the field. 0
7
9. Frame walls up to underside of roof trusses at
all non-bearing walls and at volume area unless In
otherwise noted.
SEE FND. $14T. 10. Align trusses and hand framing so as all gypsum 0
FOR t=TG. 61ZEe wall board to be continuous from floor to ceiling,
_C3
Truss manufacturer to insure design consideration
to the following additional loods: 0 r�=rawn by
�ALo r o eis 6ection E BPM
u: All ceiling hung soffits and soffits w/ E
0
LU cabinets as shown on plans. checked by
r7" HDS
b: Attie located HVAC units as shown on V) date
plans. 01-29-99
NOTE: to
scale
NO STRUCTURAL CPANC-AE-5 FROM THE Af::)PROVED AS NOTED
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 0
�E PLAN$ SHALL BE MADE IN THE FIELD UNLESS, 4) job no.
OVER SCALE DIMENSIONS. Contractors shall verify r-
EngIne 4) Pk3n and be responsible for dimensions and conditions 99-1113/2597
PRIOR TO MAKING CHANGES, WRITTEN APPROVAL 6
C�I -R/ ARCHITECT of the job and Home Design Services, Inc. mus
16 OBTAINED FROM THE EWBINEi= be notified In writing of any variation from the t
OF Rr=CORD. IF cHANCgIES ARIE MADE WITHOUT
dimensions, conditions and specifications appearing
WRITTEN APPROVAL SUCW CHANGES SHALL BE on these plans. >
drawing no.
Cl- THIS DRAWIN(5F HAS MEEN DESIGNED
THE LEGAL AND FINANCIAL RESPONSIBILITY
Cn TO MEET OR EXCEIED THE REQUIREMENT5
OF THE CONTRACTOR OR SU5-CONTRACTORS
OF SECTION lig,06 OF THE ISS4 EDITION OF
INVOLVED AND SHALL BE THEIR RESPONSIBILITY THE STANDARD MII�DING CODE, SECTION Roof Plan
TO REPLACE OR REPAIR THE CONDITION AS 1606 OF THF_ ISS-1 EDITION OF THE STANDARD,
0 M,P.H. WIND SPEED, Cale: 1/8 =1 0
BUILDING CODE AT 10 0
n3 DIRECTED BY THE ENGINEER
......... ......... 1 11 MM
revision by
TWEE-6E PLANS ARE NOT VALQD 1=0R pEf�Mll-r(W,:3,
WITHOUT TPE R415ED SEAL AND SIGNATURE
Or- E=NGINE5R/ARcPlTEr_T OF RECORD.
S
1&" 2 FLY MICROLAM
rollX&" WOOD P05TO —BEAM
0
W/ 2-FITirb A_r TOP (Ty;�� POCKET V)
C:
.2'
REQJIRED 16112 PLY MlCf;k ,LAM-- (D
--------------
-------------
as&ANNE" �w wam=mw mmw�al
-------- --------- -- -----
-------........
0
CLI FED
71-111, AREA .2 (D (Q
),Z-
0
V
5
0 0
4
CD 0
/2'-01 I'D
CL
-------- .......
"","":",:------------ L _�L JL I
--- --------
P, �RAL E TRU� 9
51 AM S;
C FF-RIC GE
WALL X11;; WALL i
jo
� ENT5 Z 0
f
12 FLA1- ( .LG.
11% -A
EQ'r
r IF z
�---4X4
A,
EN.
BOTTOM.
RTI& TOF, I-AD2B
\N1,
Ii Y FLA CLG.
%_dr
. . ................ `7. ......
- --------
........... -=T_
4.-
0
VEN FS AS
-----------------
D, OFP_ RID(s ATTI
ACC 5
5 A
�s VEN
10* r-1 AT CL 1
FREQ D.
W
rLz r :LG. 3il Gral ......
3
2
00, z
AT -IC ------ 151!� �0 il 9 �,// 5
AC-Elsls 0
---------- ...................... .......... --------- 77 0
)i r-LA ' C:LG.
WA
------------- LL
0
107 /471 BEAF IWS —
.... C1
----- .............
.............. ........
E..............
.............
T
C5ILI? G TF At SITIOI� ---
/—r-L,, T Gil
zz, �E w, N. P
_7�1 i. ------ ... ..............
AT CL X
.2-F T16 TOP,
X 10' PL
1� 27".71.17.1
Z-
7777"77"77 ROOF PLAN NOTES
...... 2X4 KNEE 5 F_ -------- --- - --------Z-1 /I ---------------
WALL W" I. This roof plan is not intended to serve as a truss
0
EAc44 END design. It is to indicate roof, ceiling slopes and
..........
Z
7 ...I
A
Ll heights only.
BRC- Wx LL
2. All trusses shall be designed and certified by truss NO— 00
F AT
------ manufacturer's registered engineer. All hangers and
14* 1 LAT G G. 4* FLAT LG�
WWIJC EACH FND__ ...... f ----------- ................ 3. TRUSS MANUFACTURER TO VERIFY-ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
.......... ..............
............
Ell, 2 ZT16 EACH END
0, TR SS MANUFACTURER TO
V-1
PROVIDE SH P
DRAMNGS TO 110ME DESIGN SERVICES,
TION.
7
% 03
C
.2'
ILI 11 INC. FOR FINAL APPROVAL BEFORE FABRICA
CLIPPED TURSSE5 ............... -------------- ........... ......
.7 .... ......... 4. All roof pitches are to be set as indicated on plans
. ..............
THIS AREA Id t
to, LAT C G_
and elevations,
-------------- ------------- .....................
KA Il:9 FLA1 CLG.
Ne— (1)
5. Top plate heights vary. See building sections, :2
-_72' wall
sections, and elevations for bearing heights,
4X, Wool: F 051
6. Truss spacing shall be 24* o.c. unless otherwise
z zZZI I
�X4 qPOD I 5_rJ_ .J ............... .[........... ............. .......
noted. Conventional framing shall be 16" o.c. or T
as otherwise noted. 0)
X r
=NGINEEFZED BEAM 2-2X12 5Yf* MIN, TYP.
2-2X12 5YP. (42 OR BETTER)
—W1 2-RTI(p AT TOP-------J 7. Secure each truss at each end as required by
Zz: 72
building code. 0i
8. Truss manufacturer to provide all gable end
trusses with intermediate stud members 160 o.c. 2
CL
0,
fn
9. Plywood roof decking as specified.
NCTr:
10. Overhangs will vary, See roof plan and exterior
elevations. All overhangs greater than 18' shall
ALL ROOF 5LOFE6 AT 6.12 be tacked on in the field.
0
UNLE55 OTHERW15E NOTED.
11. Frame walls up to underside of roof trusses at
ALL ROOF OVERHANGE5 all non-bearing walls and at volume area unless
PUGHES CONNECTOF;?,S otherwise noted. 0
ARE TO BE 24" UNLE56
SBCCI Oa400,94131�5
OTPERWISE NOTED. 12. Align trusses and hand Framing so as all gypsum
5,4CA4 ROOF TMSS AT FRAME
wall board to be continuous from floor to ceiling.
CONNECTION TO BE (I)-RTI(o UXO.
0
ENDJAcK$ AND cOF;NER SETS 13. All openings over 8'0* wide to have headers and 0
lintels designed by truss manufacturer.
MAY BE (I)-HC-DPL/R
di cz drawn by
0
Q) WALL SHEATHING To 5E= 1/2" NOMINAL 14. All wall and roof framing to comply with E JWH/ADE
SBCC 1701 to 1711. E
CDX, OR 065 NAILED WIT" Od checked by
o" U)
(P CORROSION RE-516TANT NAILS AT r 15. Truss manufacturer to insure design consideration DW
C-D 0,C, FIELD 3" Or,. EDGE 0
CD to the following additional loads. date
a: All ceiling hung soffits and soffits wl 0 05-14-96
LI) ROOF SPEATPItr3 TO BE 1/2" NOMINAL
')R 1/16" RATED 16/24) NAILED WITH cabinets as shown on plans. scale
C) (C
<D .013r3>01/9" Mr=CPANICALLY DRIVEN NAILS AS NOTED
b: Attic located HVAC units as shown on
AT 6" OC. EXCEPT FIRST 4'-0" OF job no.
ENTIRE PERIMETER W141CP SPALL BE plans. 96-1172/2597
CID
01 6" O.C. Flr=LD AND 3" O.C. EDGE C0
(P
7) r*N.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE -> N
OVER SCALE DIMENSIONS. Contractors shall verify T—
drawing no.
and be responsible for dimensions and conditions
CD of the job and Home DesIgn Services, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appearing Fo-
-N DESIGNED on these plans.
0) THIS 1DRAWIN63 HAS E3EE
-to MEET OR P-><Cr=rzl:;> T44r= Rl-=QUIREMENTO Lo
9CL OF SECTION 1205 OF THE M91 EDITION Or- 04
THE 65CCI, SECTION 1606 OF THE M134
SIR Roof Plan N
EDITION OR ASCE 1-08 AT 100 M-P,W-
WINr,> 8Pr:Er,>. 1/4 -0)) OD sheet o f
r7
ITIN" NIS
Li
TPf�SE PLANS ARE NOT VALID FOR PERMITTING ions -by
WITHOUT THE RAISED SEAL AND SIGNATURE 6
OF ENGINEER/ARcHITECT OF RECORD.
015 ROD IN FILLED CELL
AS PER FLOOR PLAN 411 CONC. 6LA5 W1 FIBEFRME514
2x4 STUDS a1611 O.C. $LA5 SLOPES AT OR 6xro WWM OVER rom V16Q, CENTER LINE OF-
*3Kr-> $.Y.F. OR TIED TO CONT. ROD IN 1/8" PER Fr. AWAY WALL AE30VE C
1/211 x8l' "J" OR, "Ll' BOLTS 1/2114,xa" ANCHOR BOLTS, .21
02 5FF TYP. UN.O. FOOTIW_3 4 E30ND r3j�AM ABOVE FROM Poue;,E 2 —
OR 112"4>xro" EXPANSION OR 112"Oxro" EXPANSION
BOLTS tv 32 11 Oj::�. MAX, L4-- BOLTS 4a 3211 0,C.MAX. 411 CONC. SLAB W1 E
UNO. W12"-0xI10" WASHERS PCDFL/R 6 32" C.C. TYP. 4" CONC. SLAB W1 FIBER-MEeP U.N.O. 11112110AIS" WAS44ERS
2x4 P:r. PLATE EACH STUD UN.O. FI OR &X6 UAM OVER &M VI5QUr=EN V.P. 2x4 F.T. PLATE OR 9)X.(O WWM E
NISH GRADE FIN. GRADE 0
0) OVER (OM VISQ. 1!:_
411 CONG. SLAB W1 ME�,EFMF_814 VARIES lu loll C
OR COX6 LL(UM OVER &M VISQ,
dillh. 4 .2
... .......
...... .........
........... ........
E
E_
%
A
a
----------
re�i i�on s—
,F_�
8"xl(oll CON(7,. C:
ail 4) UJI _j
(n
. . ..... IFOOTER W/2 -1w50
........... ....... LL
cL
ROD CONT. W/ CLEAN, COMPACTED
0
3" MIN. COVIERAGE TERMITE TREATED FILL I-S REBAR CONT. 0MpACTED A W
ILI CLEAN, c ........ 0
�6L . !� 2-050 ROD CONT
..........
........ CL.EAN, COMP., TER�IIITE TERMOITE TREATED FILL
2-*E,O ROD CONT. TREATED FILL .........T ......... .......... W/311 Mll'�L COVEF�'
C71 t I
........... ---------- ............. CLEAN, COMPACTED 4 CJ) 04
TREATED TREATED FILL
C
W 0
INT, BEARING WALL FOCTER DETAIL GARAGE CURB DETAIL PATIO THICKENED EDGE Dr=TAIL_r3--,\ OFFSET 5EARIW_, FOOTER DETAIL (-4-'), 99
5CALE, 3/4" 1'-0" (ONE STORY) e C AL E.- -/4 V-0 SCALE. 314" 11-011 6CALr=. -3/4" V-0"
UJ rz
C
C 0 z 0i 0
z
SEE ROOF PLAN '2 EL
TO VARIFY ROOF PITCH iE
I" AIR SPACE COMP. SHINGLES OVER 300 F
OVER 1/2" CDX PLYWOOD SHEATHING
12 C co
WALL TIESSFACED 2411 0 04
(OR UNLESS OTPEFU18rz: SPECIFIEDd (0 L_
MAX vEW. 4 3611 MAX. 2x FRAME WALL CMU LAP AS PER MFG. fRECOMENDATION5. Cd 00 =3
WALL BEYOND J l-,. 0
PORZ. NOT TO EXCEED W
n N It:!
PRE-FA5 WOOD TF�USSSS is "O.C.
45 * PER TIE U.N.O. 03
0)
Il
411 CONC, SLAB W/FIBEF;ZI'1ESW (MAX.) 111/14URRICANIE ANCHOR
OR rOX& WU-1 CV8R &M V150. M
411 coNC. Sl,_A5 W1 FleERMS614 *15 FELT OVER 1/2" EXT, 4) Z
OR roxro WWM OVER 6M V1,50- PLYWOOD _644EATPING 411 CONC. SLAB W1 FleERMES14 6TRAF* AT rzA MEM]BER -0 (D
DRIVEWAY SLAB OR roxcv, WWM OVER 6M V16Q. 2 W
0
VARIES-4tt TYP. 0
WEEP HOLES *4511 O)C, MAX.
BRICK STONE
.I_ t 1 2 X 4 CONT. PLATE
\ I ? 11 1 l LA i
A 7. 1—
A A'
k' SEE ELEV.
FILL SOLID W1 MORTAR A A MIETAL EAVE DIRI f
----------
............ F
CLG. WT.
1 4 OIL c
COLD JOINT
MOLDING ULATION MIN. Q
0
FINISH GRADE OPT. CROWN L -30 INS
R
T. ................ .......... -------- GYPJ5D. OVEWR 31411 P.T. FURR'
CLEAN, COMPACTED 4 ax V, CON (VARIES) ...... ailxl6ll rONC. BLK W1 IX8 FASCIA BD.
TERMITE TREATED FILL F76 W12-0'50
. .. . ............. --- I-wo VERT, FzEBAR D51L. 2X4
AN ED SOFFIT AS TOP PLATE
A D CONC_ FILL]=
411 CONC. BLK. Z� �' lo.11
ax& THICKENED .. "��1 --
CELL AS LOCATED ON jo
y
t
1�1 �4 .- __ I 2-2X HEADER W/
EDGE W/1-050 CONT. I ' FOUNDATION PLAN OPT, FRIEZE BD 0
ail X 2t ---------- ...... ........
V" CONC.' A/4 5LOCKING '/2" PLYLUD. FLITCH PL.
2011
r-COTER W/3-woo - I I I —... 2Xeo WD, STUD e 16"O.C.
ROD CONT. ---- ..... BASE CAP OR
......... .
EQUIV. TRIM P15CE
OFFSET T44ICKENED EDGE DETAIL FOOTER Dr=T. ,o GARAGr= DOOR CLEAN, COMPACTED EXT5R�OR FIN15W 45 111ER
TERMITrz TREATED O_//
EI-EvAtTiON5., 15RICfK/5TUGC
SCALE- -3/4" 1'-0" SCALEi 3,4" m V-0" BRICK STONE 6 STEM WALL 4 FILL
SOFFIT FASCIA DETAIL
FRAME FOOTING DETAIL
SCALE,
SCALE- N.T.S. ONE -STORY
o
'0
Q
Q
-0
2
0
C
CENTER LINE OF
4X4 WOOD POST
411 CONC. SLAB W1 F115ERME$14 2xg, RIDGE BOARD MIN.
OR lox& UALM OVER 6M VIISQ�
COLUMN BASE A
SLAB SLOPES AT ROOF FRAMIWS in
2x)2 SYP 0)
I/all fIER FT. AWAY 6EE TRUIe5 L4YOUT lu
5IMI`z80N "C15-aall HEADER U.N.C. 2x4 SPF OR 03 6YP RAFTERS 0 2411 O.C.
FOR SPECIFICATIONS 0
FROM HOUSE HURRICANE CLIPS OR I-WCDPL/R CLIP EACH, CONNECTION 0
0
TRUSS ANCHORS - SEE ROOF TFRU65 -0
FIN. GRADE 2xl2 02 5YP W/l/2" PLYWID LAYOUT FOR SPECIFICATIONS
OR 1/16" 0�5_13. FLITCH
2-85.0 RO Owl- (U.N.C.)
-CONCFSTE FOCT IWzs OR SIMF`6ON 21� EACH (0
TRUSS
5TRAP Top PLATE 4 HEADER
2x4 CRIFFLIES UNDER PEADER TOCrETAPER W/RT12 MIN. U.N.O.
-------- 4 END OF HEADER
DOUBLE TOP PLATE.
LL�CLEAN, COMPACTED 4 02 Sfz��F OR *3 SYP UXO.
TERMITE TREATED FILL
C_F,IPPLE STUDS
�_RTI_ EA END
NO CONNECTOR REQ'D CL
PEADER TO JACK STUDS
PORCH PATIO FT6. DETAIL UJ1111LO.
M �.E
0-) SCALE. 3/4" V-0" HEADER STUD& q
q)
-C
CU HEADER 6TUD5
0
C-i 0
FULL LENGTH %_
No CONNECTOR REQ'D CRIPPLE WALL 0
WALL STUDS (2) Cl
FOR OPF-NIW-36 0
d
GREATER TPAN 4
-------2x4 97UD5 iv 1611 O�r_. 'In
03KD SYP OR 02 SPF
MIN. UN.O. CL
ID 0
1/211 x 811 "J" OR "Ll' BOLTS
TYP. DORMER
OF, 112"X&II EXPANSION BOLTS
LU SEE GARAGE DOOR MANUF.
SPECIFICATIONS FOR 411 MIN. EteED 0 32" O.C.MAX N-T.S.
E
0 drawn by
ATTACHMENT LOCATI(::>N5. I U.N.O. W/2"Oxi/8 WA6PER5 1/211 GYP. BOARD BPM
0
checked by
OR H3 (SIMPSON) ALL CONNECTORS TO BE HDS
GARAGE DOOR TRACK HCLP/RP (HUGHES)
tv TOP 4 50TTOM HUGHES OR EQUAL HURRICANE CLIPS 3211 O.C. MAX.
(n date
�2 2x4 PT, PLATE U.N.O.
01-29-99
scale
2 112"x1liro" LAG BOLT 7h
TRIPLE 2xrop STUDS -\111;�� AS NOTED
TYP. CONNECTION$ tv BEARIW-z OPENING rls_'� — WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
c� FOR GARAGE JAM5 0 job no.
N SCALE.- 3/4" V-0" Englne ed Pk3h OVER SCALE DIMENSIONS. Contractors shall verify 99-1113/
to and be responsible for dimensions and conditions
to of the job and Home Design Services, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appearing
THIS PI`R.4LUIW_3 PAS BEEN DESIGNED drawing no.
OL on these plans.
HEADER DETAIL INT. LOAD BEARING WALL TO MEET OR EXCEED T44r= RI-zQUIREMENTS
GARAGE DOOR ATTACH, r4 0_'�
KT,6. OF SECTION 1606 OF TH5- I'a"34 EDITION OF
0 En
De: SCALE: P=I'-0" TPE STANDARD BUILDIN(S CODE, SECTION
Details & Sections
1606 OF THE 11313"1 EDITION OF- THE STANDARD
T__) BUILDING CODE AT 100 t-1.P.H. WIND SPEED. Scale: As Noted E
to
mo
1-1/2" AIRSPACE THESE PLANS ARE NOT VALID FOR FERMITTING--) evisions by
#15 Ff_LT OVER 1/2" EXT. WITHOUT THE RAISED SEAL AND SIGNATURrz
OF ENGINEER/ARCHITECT OF RECORD.
PLYWOOD SHEATHING
2X4 STUDS 10 16".O.C.
WALL TIES SPACED 2411
MAX. VERT. 4 36" MAX,
PoRZ. NOT To EXCEED (n
7 -. C
4-r2* PER TIE MAX
ROOF FITCH FER PRE =WINEERED TRU68ES DESIGNED
WEEP HOLES z"L 4" CONC, 6LAB W1 FISERSIESH W/ SIGNED 4 SEALED CALG5. BT A 0
ELEVATIONS AND 0
48" O.C. MAX. OR (OX61 UW-1 OVER 61M VIISQ. ROOF PLAN FLORIDA R�_:G* RED ENGINEER E
0
VARIES 12 COMP. SHIW-#Lr=,S OVER 30*fzELT x
BRICK VENEER, COLOR 1 7 E
J. ON 1/211 CDX PLYWOOD 0
A PATTERN A68PEC. 12
2X4 *3 SYP OR
t
R-113 MIN. INSULATION .0
#2 9FI= MIN. U.N.O. 1 0
_7777. I
-I _ 7
- 7
FINISH GRADE --- ----- 24" O)C% TYF.
............ E
HURRICANE TIE 0 EA. TRUSS
(VARIES) TRUSS TOP L.
(D z
C"ORD
...... ........... A/C CHASE A5 PER r-rP.4MIW3 LAYOUT
.......... ...........I C 40
T" PROVIDE 4" 51-EEVE MIN.,
MTL. DRIP EDGE 41
---- THRU STEM WALL -LATE HT. VARIES F )( L X.
Alk (D
'WL' (SE=E ELEIVATION64 ;=ASCIA TO MATCH ELEVATIONS
CLEAN, COMPACTED
............ ------- - �;"� . '.';�' . . I 1 1'...
. . I --__1__ ' I J CRO55 SECTION) 2x BLKG 0 GABLE
E I - TEFT1ITE TREATED FILL ENDS—/ '4? (SEE DETAIL).
10" X 20" CONC_ .4 x W 0i
DE3L. 2x4 TOP PLATE
FOOTING UJ/_3_#5 0 1-4_ 0
------- (STAa(�;F_R JOINTS 80t::FIT AS SPEC
CONT,
4'-0" MIN-) CL
2-2x HEADER W1 .9 > cd
I \--sr=E ELEVATIONS
CI4A,5r= THROUGH 5TEMWALL 1/40", 055 OR
26
In" PLYWOOD FOR DETAILING 0 2
SCALE- 3/411 11-011 (e ONE STORY) W
C14
TOP Or- OFNG'.
_VATION5 0) g00%
SEE ELE §
0
-C
WINDOW UNIT AS W UJ
PER ELEVATIONS 0
AND FLOOR PLAN z
z
3/4" IkECE65 FL
WINDOW SILL PER
BUILDERSSPEC. 0 0
//FER MFG. GLA55�� SILL HEIGHT VARIES :3
SPEC,$,
A 0 CO (0 1-
I:;��7 00 8
ROOF ABOVE PCDFL/R CLIP MIN, 1�
3/'
Im l=-A. 5TUD OR 086
NAILING PER SCHEDULE
V2 2-2x4 SILL FL.
(8a NAILS tv 6" ON
EDGE 12" ON INTERIOR)
R-11 BATT INSULATION
1/2" GYP, 15D. :t-- (d
OVER 3/4" F.T. WD. 1/21, CDX -C W
MIK STRAP 0
0
=TAL LATH
MAILED TO TRUSS FURRIG. 10 161, O.C. FELT OR PAPER BACKED ME 0 M
TO TRUSS TYP. PLYWOOD SHEATHING W1 150
'�e SLIDiNG GLA65 D F?�/ W1 2-12d MIN,
4" CONC. SLAB (2,500 P-81) /
W/ 6X& W.W.M. 4 Mll_� VAPOR 1-1
3-1/4" BASE MIN. EXTERIOR 1--INISH -(STUCCO OPTION- SEE ELEVATIONS
f I tx
ED
SILL FORME
H
ON 61TE 0
2X4 P. SOLE PLATE W1 0
1/2"x5l' ANCHOR BOLTS OR 1/2"xa" EXPANSION BOLTS
2x4 6YP (02 MIN.)
0. TOP CHORDS (W1 &" M IN. EMBEDMENT)
W1 2"xl/all WASHERS 10 2411 O.C.
0'-0" FX FLR AND ALL CORNfERS
2
7- 5" FHA HEADER BLOCK 0
4" CONC. 6LA5 (2500 . �-,- —1 ISL
t, ZZ
TYP. CRIPPLE WALL ON TRU66 173 1'� FSI, MINd W1 FIBER
EXP JOINT FINISH GRADE
SCALE.- 1'-0" R5INr-0F;Pf_-EMENT OR C
rOX& 10/10 W.W.M. OVER .... ..... E LL I
rTT=---- I--[! I
(o MIL. VISOUF-5N VAPOR
BARRIER TAPED OVER
EXTERIOR DOOR SILL CLEAN COMPACTED
q)
SCALEt 31411 FILL 4 TERMITE TREATED
12" CCNC. BLOCK STEM
0
WALL OVER 6"x20" CONT.
CONC. FOOTING W13-wo CrONT. 2011
C1.
31, MIN_ COVER
2x FRAME WALL 0
1/2"Ox&" ANCHOR BOLTS
W1 R-11 IN5UL, 0
LOCATION OF L.F. TANK BY OR I/2"41X&" EXPANSION
GAS CONTRACTOR IF NATURAL BOLTS 6 32" O.C. MAX.
GAS 18 NOT AVAILABLE USE UAO. W/2'41XI/8" WASHERS ONE STORY TYF. WALL SECTION
250 GAL L. P. TANK 2x4 P.T. PLATE SCALEd/4" -9
4" CONC. SLAB W1 FIBEFZME&H O_
OR &X& UAL4-1 OVER 6M Viso.
C;
W
AUTOMATIC GAS PRESSURE VALVE �LJ
V)
I BACK FLOW FREVENTER
CD
I" BLACK FIFE
OR COPPER
-- ----------
A
>
.. ...........I
1/2" GAS ...... W
CLEAN, COMPACTED
VALVE
71 TERMITE TREATED
------- FILL
_TT SFA 4 POOL
......... ....
PE04TER (OPT.) .11
------- 0"Xlro" CONC. 5LK W1
Er 11
I-WO VE_RT. IREBAR
AND CONC, FILLED
1/211 GAS VALVE C5LL 49 LOCATED ON
FOUNDATION PLAN
8" X 160 CONG,
SUMMER KITCHEN 1611
Cn OPEN AREA GRILL (OPT.) FOOTER W12-WoO
ROD CONT.
U)
M
N
7
0i
0
66
1/2" GAS VALVE K_A"�� FTGT, DETAIL C;;Af;R,4r-;;E
4- KITCHEN RAt-4GE
C) VENT THROUGH
ROOF
C31
1/2,, GAS VALVE
ID 1/2" GAS VALVE
T T HOT WATER HEATER
FIREF>LACE (OFT.) VENT THROUGH ROOF awn by
BIPM
GENERAL NOTES : E C�r
0
0 checked by
HDS
INTERIOR BEARIN63 WALL BOTTOM P.T. PLATE date
1/211 G46 VALVE MAY BE SPOT W1 2-1,811 MIN. .145 DIA. PILTE / RAM5ET 01-29-9
9
T PINS elr2l' O.C. MAX, IN LIEU OF 1/2 11 ANC. E30LTS
scale
AS NOTED
GAS CLOTHES
DRYER (OPT.) REBARS MAY BE DRILLED AND EPDXIED W1 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE job no,
MIN, 5" EMBEDMENT OVER SCALE DIMENSIONS. Contractors shall verify 99-111,3/
and be responsible for dimensions and conditions
CYI Engine Pbn of the job and Home Design Services, Inc. must
WHERrz TRU55 STRAP5 ARE NOT IN PROPER be notified In writing of any variation from the
Opp
OPT . GAS RISER PLACEMENT . 2- 3/i6"xI3/4" TAFCON5 MAY BE! dimensions, conditions and specifications earing drawing no.
USED TO INSTALL TO C.M_U� W1 MIN. 16" STf;?,AP THIS DFRAWIW-i HAS BEEN DEVGNED on these plans.
cn To MEET OR EXCEED THE REQUIRIEMENT6
OF SECTION 160ro OF THE 1994 EDITIONOF
ALL INTERIOR SEARIW_5 WALLS TO BE 03 KD
THE STANDARD BUILDIW-i CODE, Details & Sections 0
SYP OR 02 SFF UNLESS NOTED OTHERWISE. lboib Or- THE MleN EDITION Or- THE STANDARD
E
ID BUILDING CODE AT 100 M.P.P. WINE) SPEED. Scale: As Noted 0
R� M
Li
THESE PLANS ARE NOT VALID FOR i-EF;j1ITTIW /Om�revlsions
WITHOUT THE RAISED SEAL AND 5IGNATUF;zE by
2X4 STUDS 6 16" O.C. OF ENGINEER/ARCHITECT OF RECORD.
0 3KD $.Y.F. OR CENTER LINE OF WALL
*2 5PF MIN. .2
1/2"xO" ANCHOR BOLTS all
411 CONIC. SLAB W1 FISERME-0,1-1
OR 1/2"X6" REDHEAD
OR &x& WV1 OVER (oM VI6QU5EN
W/211xl/811 WASHERS 10 3211 VAPOR E�ARRIER, W
E
O-C, MAX U.N.O. 0
COMP. 6PIN6LE:6 OVER 300 PELT E
0
ON 1/2" r-DX PLYWD.
A— d C:
.2
ROOF PITCH PER ELEVATION 12
----------- J AND ROOF PLAN
............
------------ Q
44" 0-
I I I�---------: 0)
......... ------------ C\1
CHIMNEY HEIGHT 2411 .. ..... 2011
ABOVE ROOF WITHIN
CLG- HT. �65F- ELF-V.) LL
x W
P,RE-FA5 C 3-S4, ROD CONT, IF CID
AP ........ 0 E
OVER C44IMNF-Y I I I 1 0
CLEAN, COMPACTED 1/211 GYP. BD. OVER 0
TER1'1iTE TREATED FILL 3/411 T*�T. FURRIG. 1611 O'C. AS
> C'J
HCDFL/R TYP. 'A
INTERIOR BEARIW-, WALL FOOTER DETAIL
SCALE.
I/e-- STUCCO OVER PAPER W 0 N
BACK WIRE MES" U.N.O.
112" PLYWOOD r=XT'R SHEATHING co
PRE-ENGIN5EIRED TRU65 *2411
ALL AROUND NAILED 8�d 6 6 4 12 0 L—
GALV. L-FLASHIWG DOUBLE TOP PLATE Oj�::- W/PURRICANE CLIP
ON EA. TRUa6 C
0 z
SEE SOFFIT FACIA DETAIL (WE TRUSS z
...... -----
NT.
ON ELEV. SHEET FOR OVERHANG LAYOUT) (0
M LEW-i"I-14 A CONDITIONS o-
SEE CiABLE END DETAIL. 112" GYP 50ARD OVER C a
3/411 P.T. FURRIWG C
2x4 BLOCKING 2x4 BLOCKING 2x4 SYP OR SMOOTH -1/811 STUCCO FINISH ON V
*2 SPr- Q 16" O.C. ON FELT-BACKEP WIRE LATH. (alar= ELEVATION$) 0 (0 0 00 =7
STUD 3/4" T4G PLYWOOD -0 -10--% 0
TRUSS A, 2411 O.C. U)/I-HCLP/F;ZP 5A. , Q W
TOP 4 E30TTOM (TYP.) 0 1/211 EXT, PLYWOOD
AND E30TTOM TYP. W/150 FELT 4 METAL LATH 0 S2
O.C. 0 Z'
> EXTERIOR FINISH PER ELEVATICN5-
1/511 STUCCO ON PAPER BACKED METAL LATH.
W
VENEER 5RICK. COLOR 4 PATTERN @94 0 VARIES (SEE ELEV.) >1
AS 5ELECTEr-> By OWNER.
TRUSS CONNECTOR 1/211 GYP. 5D, OVER
(5EE TRLI05 PLAN) 3/411 P.T. FURRG. im leoll toc.
2x4 BLOCKING
0
D5L. 2X4 Top PLATE
3:
(STAGGER JOINT$ 4'-011 MIN.)
FIRE SLOCKIWS 0
METAL FIRE BLOCKING 2X4 P.T. SCLE PLATE 2-2X HEADER W1 1/1611 065
AROUND FLUE LINER N�� 2x4 02 SPF- OR 03 SYP STUD5 1016 O.C. �12" 0<0" ANCHOR BOLTS OR OF, 1/2" PLYWD.
'/2110<811 EXP. BOLTS 10 21" O.C. MAX
TOP OF OPEN[W-i
U.RO. W/2",PXks" W4,5HER6. 42
(SEE ELEVATIONS) I- F
KNE5WALL-E>(TERIOR To MASONRY
N.T,S.
VENEER BRICK. COLOR A PATTERN -WINDOW UNIT AS PER ELEVATION$/
.46 SELECTED BY OWNER FLOOR PLAN 4 5UILDER-5 SPECS. E
MANTLE FRAME WALLi 2X4STUD8 0 Iro" O.C.
1!50 FELT OVER V2" CDX FLYWD- SILL AS PER BUILDER SPEC,
1-1/2 11 AIR SPACE
WALL TIE$ SPACED e2411 O�C. MAX.
VERT. 4 3(o I' O.C. MAX. PORZ. R-11 BATT INSULATION
NOT To EXCEED 4-5 0 PER TIE U.RO,
1/2" GYP. 5D. OVER 3/411 P.T. WD.
CL
0
FURR 0 161, Oja
PRE-1745 FIRE E30X DAMPER 2x4 P.T. eoi-E PLATE W1 Iva"X811 ANCHOR BOLT$
OR I/VxB" EXPANSION E30LTS (&" MIN. EMBEDMENT) 3-1/411 BASE 0
1 UXO. 1�,W/ 2"XI/g," * 2411 O.C. MAX. 4 AT ALL C05NERS.
1011 NON-CCMl5USTAaLE WEEP HOLES 40" OjC;. MAX,
Q
ED
MATERIAL FOR HEARTH 0'-0" FIN. FLR
FOUNDATION
Z2x4 SPC:. MIN 16" O.C. W/I-I4CDPL/R MIN. TOP 5" FHA HEADER BLOCK—,
4k4�1-411 CONC. SLAB (2500
4 BOTTOM. E30TTOM P.T. PLATE ANCPCR5r,> u) /1/2 11 JL, Fri I`t7;:!:U
A- PSI, MIN.) W1 FIBER
CR FZEDPEADS 10 32" O)C. MAX. 61 REIN1=01RCEMENT OR
I &xro 10/io W.W.M. OVER
MIN. 411 EMBEDMENT FINISH GRADE
W-iLE TOP PLATE
..... ------
6 MIL. VISQUEEEN VAPOR
SARRIeR TAPED OVER
PRE-FAB FIREBOX DETAIL CLEAN COMPACTED
-ILL AND TERMITE
r
19 CENTER OF TRUSS
TREATED.
-BEARING VAULT HLLER
RT,S. NON
SCALr=% 5/4"
2011 a" CONC. BLOCK STEM
WALL OVER8"xI6" cONT.
CONC. FOOTIWS W/2-415
RE-5ARS ON CHAIRS
CONT.
112" CDX PLYWOOD
SEE NAILING SCHEDULE
ON ROOr- TRUSS LAYOUT :2
TWO STORY 50NUS ROOM
2x4 BLOCK(W-3 e
TYPICAL FRAHE- WALL SECTION r4l E3'),
PANEL EDGE TYF-
zE TRU65 LAYOUT 1/211 COX PLYWOOD 6CALE: 3/4" - I'-011
2X4 DIAC70NAL BRACING 0 10'-0" O.C. MAX 65E NAILING SCHEDULE
VVI MAX. V ON ROOF TRU8,5 LAYOUT UND.
27 START DIAG. BRACING 61 FROM END OF TRUSS IF ABLE 161,
MA 2>(4 5LOC-KING e PANEL EDGE$ TYF.
CV CL
let 3 TRUSS SAYS Mll,,L
ONS
1/511 STUCCO ON x x x x SEE TRUSS LAYOUT FOR 5PECIFICATI Q
Cu
2x4 CONT.
-1--) r-ELT-MACKED TYP, V4JI TED
N,
CD WIRE I-AT14 U.N.O. SE4, 24" O.C.
< T"
7-2X4 DIAGONAL BRACIN63
1/211 CDX FLYWOO 4611 O.C. MAX To 3RD TRUS5
x X1
LI DIAGONALS MAY BE NAILED TO Engine Pic
-3: 1/2" CDX PLYWOOD BLOCKING W/4-12d AS NEEDED
2x'$ MAY BE SQUARE CUT OR MITERED
2x4 STUD 2X4 BLOCKING FIRST 6' PANEL
EDGES 1/211 GYP. MCIARD CEILING
tIATCH VAULT LINE 126 NAILS 19 drawn by
x NAILED W/ 50 COOLERS 6 1" O.C. 121, O.C. XN77:1 V1 THIS DPAWIW-:s HAS BEEN DESIGNED E BPM
I&d 0121, O.C. THE I EDITION OF
OF SECTION 1606 OF -F)c34 E checked by
2x4 FIRE BLOCKIW-3 MIK \-2x4 MIN. In
KNEE WALL W/ 2X4 THE STANDARD BUILDING CODS, SECTION HDS
I r-r 0 1&1, OC- 1606 OF THE IIZI�5-1 EDITION OF THE STANDARD
date
1/211 GYP. BOARD CEILING BUILDING CODE AT loo M.p.H. WIND SpEED. >
01-29-99
2x4 MIN-
P-T. PLATE CONT. W/l/211 NAILED W1 50 COOLERSe "I" o-c. MAx
J, L, OR REDHEADS Q 32" O.C. scale
cir) AS NOTED
JQ
W/411 MIR EMBED, U.K0. 2X4 STUDS 0 16 O.C. 4)
(D WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
IV job n o.
OVER SCALE DIMENSIONS. Contractors shall verify
2x4 6TUD5 a 16" O.C. and be responsible for dimensions and conditions
of the job and Home Design Services, Inc. must
1/211 GYP. 15D OVER 3/4" P.T. FURRING be notified In writing of any variation from the
(0 dimensions, conditions and specifications appearing
r ' ?I drawing no.
on these plans.
.2'
LV
Details Sections
GABLE END PET. 6 VOL. CEILING GABLE END WALL DE:T-
-ID Scale: As Noted
SCALE. 3/4"4-011 K
Aal
revisions by
Bf=m
.2
C
r
E
0
1:
E
C
0
0) 0
An
E
z
CL
0)
cr)
0)
W
4) P-) U_
%_ 0
0� W
X
0 0 E
0
co N
(ELECTRICAL LEGEND
0 N
IT Ceiling Mounted Light W
7 OD
:7/
4P-T— — i i Pull Chain Light 0 UJ
F -I
��L42 B.
>1 0i
Recessed Light zo z
CL A
I R I— Wall Mounted Light -2 Q
Wall Wash Recessed N
0 ca
211
4
_J
1.10
Duplex Receptacle W
C
— — — — — — — — — — — — - - L- — — — — — — — — — — — — — — — — — — — -i L- — —— — — — — — — — — -
.2'
---- --------------- .. .................... --------- CID
4211 220 V Receptacle in OD
H-L-' - 0 Q
UP. L IGHTS 1/2 hot, 1/2 switched 0
4-& W
TO r-L00t:> =QWP Water Proof Receptacle
0
LIGPT6
Floor Receptacle
0
Pre-Wire for CIg, Fan
>
................................ 0
Ground Fault Interrupt
_@GFI
Wall Switch
3-Way Switch
C
L tb Dimmer Switch
— — — — — — — — — — -
4211 4211 Telephone Jack
V
0
1`4 Cable Jack
S.D S.D. R 4!
EM Pre-Vire Garage Door Opener
4211
— — — — —— — — — — —— — — — I= = = =( Fluorescent Light
�N-ATJ C R A 4211
4211 CL
I TT db 00 Electrical Panel
42
W"=*
EES D
4
Gr_r
'k4 2\" '
- 0 le Chime
42" !
4o
1-0 Door Bell/Garage Door Switch
CC)
042
S' 211 L= Disconnect Switch
R
42" / I--,"
X — — — — — — — — –
4211 Electrical Meter C
I
S.D.
C-;P. W
\C
h Kni C
0 S.D. Smoke Detector
0
C _4� — — — — —— —
Ceiling Van
Wall Sconce
Chandelier
U Sk
K IC Intercom
Spot Light
C�
TO YARD Flush Mount Fluorescent Ught
LIGHTS
ElFO 01 FanAIght Combination
Motor
d
Speaker
0
Junction Box
Track Lighting 0
Theatrical Strip
4.1
0
NOTES:
1. Owner to verify exact location of floor outlets
LU
in field. 0 drawn by
E
E 8PM
0
2. Location of fixtures and/or outlets are suggested checked by
locations and meet most local code requirements. (n
�t HDS
LL_ Additions or ad�stments may be made between
date
Owner and Builder in the field, or by Home Design
01-29-99
Services, inc. as additional services.
scale
1/4" = 11-011
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
job no.
OVER SCALE DIMENSIONS. Contractors shall verify
99-1113/2597
and be responsible for dimensions and conditions
of the job and Home Design Services, Inc, must
be notified In writing of any variation from the
W
dimensions, conditions and specifications appearing 0
�2
on these plans. i! drawing no.
NOTIFE. ALL 5"OKE DETF_GTOF;),5 ARF_ TO 51H
C
PAFeD WIFRED AND INTfEfRCCNNECTEr,>
Electrical Fixture L
Scale: 1/4
0
Li