HomeMy WebLinkAbout212 Clydesdale Cir 04-180PERMIT ADDRESS %
SUBDIVISION ° ssJ
CONTRACTOR
ADDRESS D R Morton
6250 Hazeltine Nat'l Di #102
Orlando, FL 32822
(407)857=9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS o
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR _
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
PERMIT '� DATE ��✓
PERMIT DESCRIPTION (L
PERMIT VALUATION
_A=�e t)
SQUAREFOOTAGE
4Nss-
n
In
a
Iq
Z�
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
• OCCUPANCY - RESIDENTIAL - GROUP R
• CONSTRUCTION TYPE - VI
• 1-STORY RESIDENCE: BLDG HGT 19'-0"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FBC) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 =PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE ' WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 30PSF LIVE 1OPSF DEAD
FLOORS ® NON —SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10PSF DEAD
DECKS-40PSF LIVE 1OPSF DEAD{ -
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
BASIC WIND SPEED MPH (M/S)= 120
D. INTERNAL PRESSURE CO—EFFICENT=+ .18
E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0
5. LUMBER
A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR
BETTER SPF.(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED)
6. TRUSSES
A. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001 EDITION.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
7. GARAGE DOOR/ WINDOWS/ DOOR
A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
INDEX:
PG
C1
COVER PAGE
PG
1
FOUNDATION PLAN
PG
1A
DOWEL PLAN
PG
1B
LINTEL SCHEDULE
PG
1 C
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3D
ELEVATION )�D))"
PG
3E
ELEVATION "E"
PG
3F
ELEVATION T"
PG
3G
ELEVATION "G"
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
4G
TRUSS PLAN
PG,
5
ELECTRICAL PLAN
PG
5A
OPTIONAL COVERED PORCH
� 1 �� � !Irk �-� 9 9
�) �JJ � 1i
oftL
COPY
PLANS REVIEWR)
®R CITY OF SANFO
. D
www. drhorton. com
CBC055300
6250 Hazc=..1t` i n ca National E:)r1w=,.. C>r1anc1c>, FL. %'32822
i'
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JIM CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR.#427 NORTH[
LONGWOOD, FLORIDA " 32750
Tel: (407) , 774-6078 Fax: (407) 774-4078
24
D1ATE: 9 /0 8 /0 3
SCALE: V41■1'-01
SHEET
C 1 ®3F 5
-----------------
T EXTEND
I SLAB 1 1/2"
■ D1
I 3 1/2"Lu
■
I
4" 4'-10" 15'-0" =
I m
I
3 1/2° 24"X24"X12"
CONC. CONC. PAD
SLA5 W/(3)#5'5 E.W.
ON CHAIRS
MIN. 3" COVER
I► 20'-2" II
1 --------------------------------1
EN TIRIff ELEV. 93 G 99
Itjoli, LN,
I will a
IMP
F "
w
— — — — — — — — — — — — — — — — — — — —
� 1
I I 5A
40'-0"
3'-0" g'-0" I 28'-0"
�I
I -
5 w
D 1 - 3 1/2 ° CONC.
N SLAB
— — --7---
EXTEND
H5 I SLA511/2"
1®
pl I D1
!/ I
Alk 0'-0" ELEV.
CONC. SLW5
7
0
Q
3 1/2" CONC. REINFORCED
W/�o "Xro " #10/10 WWM OR
FI5ERGLASS REINF. ON 6-MIL.
VAPOR 5ARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL OR
APPROVED 5U55TITUTE,
RECRUIT II
D 1 WC. OPT -TUB I (• \I LAV. LAV.
,�- 1'-II"
■i
I I COI
T B
® F- CHASE
n I W/ISLAND _
OPT. II _' �SHWR�7I
III
I RA NCxE
■
5 I
4'-,�
■ I I OFT- IIOPT
L_ —JL—
■
�A
■
■
I
14'-2"
■
},,
I
" I =
r, m I■
LJ = 5
GONG
N
SLAB
W ■
4
CHASE
WH. IN \—�
3 1/2 ° SAFETY PAN
OPT. I
DO U
0' -0' ELEV.
LL
FIN. CONC. SLAB
_
w X
D I IN
LOAD 5RG. �
O
■
=
m
U
_°
FTR. NOT
D1'r /
N
-
-
4°
N
8,1 ESQ
-
19 4
EXTEND
SLAB 1 1/2"
— _
1
D1
_
I
31/2"
I
I1
D1
CONC.
■ ■
■
■
c)
SLAB
■
■
■
W
n}- o n
a�z
�CILLu
n U
I
tuc° N
■
w u
L5'-0" '-0" fro'-0" '-0"
40' - 0" ,
FBAAOKERS.SSIN
MODEL
9919 6 5 — R99
F.S./B.C.
9 9 — 4"
FOUNDATION
PLAN
DATE: 9/08/03
SCALE: Almll-0'
SHEET
1 OF 5
L(i
l L 10'-a"
----------------------
211-a°
A
9
--- ----------------------------
I
I I
I ■
I
I
DOWEL PLAN ELEV. " F 99 ONLY
BAKERS
CROSSIN(
LOT#78
PH#2
MO DE7o
99 1 9 6 5 - R99
F.S./B.C.
) - 499
DOWEL
PLAN
DATE: 9/08/03
SCAr..E: V41a1'_id'
SHEET
IA®IF1 5
.• 1
LOT#78
PH#2
MODEL:
99 1 9 6 5 - R99
F.S./B.C.
9 7 - 4"
LINTEL
SCHEDULE
DATE: 9/08/03
SCA .,E: Amul1-01
SHEET
I B ®F 5
Its
%5t.r
15 D=
35-SH W/
54"X21"X19"
TRANS. A5V.
G E=
36-5H W/
541X16 "X9 °
TRANS. AE3V.
F=
0
(2) 25-5H W/
HALF RND. ABV.
18 r-3=
(2) 26-5H
O3065 W/12 "SL O
D 4E = 50"X36 "X30"
TRANS. A5V.
O F =
50"X42 "XIS"
TRANS. A5V.
G=
54"X16"
O
TRANS. AE3V.
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
120 MPH WIND
1
25
3065 W/12 "SL
4
20.5/ -22.3
24.3/ -26.5
2
13
50 "X36 "X30"
TRANS. AE3V.
4
21.5/ -23.3
ELEV "D 4E"
25.5/-2-1.-1
3
15
50"X42 "X15"
TRANS. ASV.
4
21.3/ -23.1
ELEV �F"
25.3/ -21.5
4
6
54"X16"
TRANS. A5V.
4
21.&/ -23.6
ELEV `G-
25.9/ -25.1
5
112
G RX GF-
5
15.3/ -22.4
L21.5/ - 2 6.-1
6
I
25-SH
4
21.1/ -22.9
25_I/ -2-1.3
21.1/ -22.9
25.1/ -21.3
5
1�
25-SH
4
21.1/ -22.9
25.1/ -21.3
9
1-f
25-SH
5
21.1 / -25.0
25.0/ -33.1
10
11
25-SH
4
21.1/
11
53
5�65 SCUD
4
19.4/ -24.4
23.1/ -29.2
12
24
35-SH
4
20.6/-22.4
24.5/-26.-1
13
10
23-5H
4
-
25.9/ -25.1
14
24
35-SH
4
20.6/-22.4
24.5/-26.-1
15
33
35-SH W/
54"X2-1"X19"
TRANS. AE3V.
4
20.2/ -22.0
ELEV "D"
24.0/ -26.3
16
35
36-SH W/
54"X16 "X9"
TRANS. ASV.
4
20.2/ -22.0
ELEV "E"
24.0/ -26.2
li
44
(2) 25-5H W/
HALF RND.
ARV.
4
19.5/ -21.6
ELEV "F"
23.5/ -25.1
15
35
(2) 26-SH
4
20.0 / -21.5
ELEV "Ca"
23.5/ -26.0
VIND LOAD u"ALU"ULATION
SEP 14
BAKERS
CROSSING
LOT#78
PH#2
MODEL:
991965-P'
F.S./B.C.
99- 499
WIND LOAD
CALCULATIONS
DATE: 9/08/03
SCAz.E: V4'o1'-®'
SHEET
i c OF 5
e
----------------- �— --- -- ---�
MTV 1
------------------ ---
VAULTED CLG ELEV. D, F ONLY ENTRY
I W/11-011I
I � SfpELIGN I
—�
4I -4II �W/1/2 ROUND ABV.
--------------------------------
FLOOR PLAN
ELEV."F"ONLY
�-
�
------------------ -------
LIVING = ml
ROOM
MT.
9'-4" CLG.
(CARPET) _ W/11-0"
SIDELIGHT
ENTRY
I
(2) 25-5H
IU
II
4I-4 10-8II 4-8
1
m
15'-O° 4'-1011
I
I
141-/ 11
K! 51 _@11
C%
20'-211
roX6
POST
TYP� I
l
`---------- J
----(3)
ENTRY ELEV. 53G 15
— — — — —
— — — — — — — — — — — — — — —
25-5
---
I
----------
— —,
II(
IN
�I
m I
I
I
I
I (
I I
MEDIA RM
^I
I_u
I I
I
I
I�
(2) 3-0
1-�((1��
\'11
11'-411
21-411
I
B I -FOLDS
,n
-
M
21_
11
I�
I
------------------------
8 =�It2'-
�1/1'-9
1
)
-------------
OPT. PANTRY
(D OPT.
MEDIA ROOM
SQ.FT. CALC S
LIVING
19io7
SQ.
FT.
GARAGE
412
SQ.
F7.
EN?Rl'
22
SQ.
FT.
PATIO
54
50.
FT.
TOTAL 2 455 SQ. FT,
EXTERIOR MASONRY
WALL BRG. HEIGHTS
9'-4" WALL BRG.
I
I
14' -411
2 3'-4" 17'-811
5
� 1
ELEVATION "D"
35-SH W/
54"X21"X19"
TRANS. ABV.
ELEVATION "E"
36-5/N W/
5411XIK/11Xp11 —
TRANS. ABV.
ELEVATION "F"
(2) 25-SH W/
HALF RND. ABV.
ELEVATION "G11
(2) 26-SH
0
5'-211
PATIO
pl-oil x / I -oil
�
25-5
EC -CRESS
Sg
u_ I _
I
BDRM.
I
�I ►
\
/
9'-4" CLG.
I I
BDRM. 3
#
—
(CARPET)
I
9' - 4" CLG.
I�
I
(CARPET)
IJ
FAMILY I^
_� e
ROOM I
11_3111^ 1 -1
11'-4°
9'-4" CLG.1=
(CARPET)
II C
I311
12'-911 -� I1_�11 21
141 211
31 111 QI 1011 2'-511 --
BF_ -(o
cn
—
4/2 "A.F.F. NC.ACC. ,�-`� 5 _ S
-4
'-oil
6
1 11�+-
2 - 9
(w/
5'-8"
N
\Sj
OPT. ATH
6,
BDRM.#2
LAV. (TILE)
N - 1
1
9 -4 CLG.
L
cn
(CARPET)
TILE LINE
— —
—
2Xro0 -1 oPT.
----------- IR-1SH I I %AC;m
INSULATION
---- ------- OPT.
OPENING
�� W.I.C. j� _
NOOK I '�' Q3 Q,i OPT.
Q[I Inc I c �'% FRENCH
m 9'-4" CLG. I —I `s I ^ I DOORS
(TILE) I
,fir}
I II `— � II — � II � II I II
14 -4 2 a2 9 =6 =0 12 =0 N W
u I KITCHENJILUL I
9' - 4" CLG.— — m
�� I (TILE) pc - --
41=0" Ll Mc
OWNER'S
m >° SIEO.AT 9cG.
L15LANID _j -B
(CARPET)
lal (TILE) °
42 "A.F.F. °
L — J RANGE I '
i
21 4 31 411 10 I -4
II VI
O O _—� I N�
w
DINING
ROOM m N
9'-411 CLG. A 3 61 rn A/C R/A
(CARPET)
N 11'-011 _011 '-011 -10" 5'-4" 14'-4"
L
A
OPT_ II OPT. 1 1 22=X-54
W. II D. I I ATTIC
W/ OPTIONAL
i — — — — —
PULL DN. STAIRS
ART NICHEJCS
-
LIVING
ROOM
4-0 BF TH15 WALL NOT GARAGE "
9'-411 cLG.
I FOYER CD CD LOAD BRG_ 9'-4° CLG.
(CARPET)
LINE OF CLG. ELEV. D, E,, F
I 9'-4" CLG ELEV. F
I
'
(Tf E)
LINE OF CLG. ELEV. D, F7
I �
MT. CLG.
-------------- --
-- ELEV. D, E, F
- = ENTRY
TL
VAULTED CLG ELEV. D, F ONLY
� U
' W/1'-0"
H.B.
SIDELIGHT 16'-011 X 1'-0" O.N.
TfTg
ELEVATION "D4E"
5011>C36 "X3011
TRANS. ABV.
ELEVATION 'F'
501"X42 "X18"
TRANS. A5v.
ELEVATION "c"
574"XIro"
TRANS. ABV.
5'-4"
9'-QIII
21_/ II
21_/ 11
21_/Jj 11
ice/
I/-011
I_�11
15'-0°
5'_011
2�J0'-011
,
b
1
Q
OAJRCH p <I TCNEN
(�) ARCH @ FAMILY RM.
/-------------
IV ICJ ' - 0 11 I
-------------/
O OPT. ARCH OPENING
/----------�
I
�
I
8"
'5 11
m
I I
`------------/
1
N
® D ART NICHE
1 O
" C FOYER
/-----------�
�_-------
O OPT. COAT CLOSET
@ FOYER
-.1OPT.ROUNDED CORNER BM.
l ws
I'
BAKERS
CROSSING
LOT#78
PH#2
MODEL
991965-R"
F.S./B.C.
99— 4"
DATE: 9/08/03
SC AT: 1/41 ■,'-08
SHEET
2 OF 5
19'-9" SLDG HT.
14'-0" 5RG.
2.5/12
VAULT
LINE
9'-4" SRC.
IS" DECO.
SHUTTER
TEXTURED
FINISH
O'-O" FIN. FLR.,�,
3
O'-ID" FIN. FL
i
1
12
MEN1= -- i
101111,11-1il 13 0,101
612
6
TEXTURED J
C FINISH
CRICKS
FS-111*110-110-110-11LI
0-1 FO-11 I III, I
-m IN I
Di
9 11 111����j ...... ......
ROOF VENTS PER 91 ED 65C
19'-9" 5LDG HT.
If
9'-4" 5RG
2
,4 9'-4" 5RG.
1'-O"
OFF -RIDGE VENT
5LDG HT.
19'-9" 5LDG HT.
r6 9'-4" 5RG.
ly
m'-O" FIN. FLR.
REAR ELEVATION
all
c0 �
4"
(:D]KEY DETAIL
OFF -RIDGE VENT
\-5" RAID.
G)_$:a�CO BAND
E
(i ,
O SIL]L DETAIL
9'-4" 5RG.
------------
TEXTURED J
FINISH
.4
RIGHT ELEVATION
ROOF VENTS PER 9l ED S5C 2
ILOT#78
PH#2
MODEL.
1965- R"
F.S./B.C.
9) _ 4"
ELEVATION
>> F "
rDATE: 9/23/03
scALE: V41m1'-0'
SHEET
3 F OF 5
MHETA-16
HEADER SCAN GLARY
S 1NGTL E STORY AFFL I CATION
SIZE
CLEAR SPAN
DBL 2Xro
DBL 2X8
DBL 2X10
DBL 2X12
UP TO 5'-4"
5'-4" TO 11-0"
-i'-o" TO loll-o"
lo'-O" AND OVER
TWO STORI' APPL I GAT I ON DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2X6
DBL 2X5
DBL 2X10
DBL 2X12
UP TO 5'-0"
5'-0" TO (o'-4"
(o'-4" TO S"-0"
V -0" AND OVER
4X4 POST=(2)2X4'5 NAILED WITH 126 6"-0" O.C. STAGGERED
4X(o PO5T=(3)2X4'5 NAILED WITH 12d (o"-V O.G. STAGGERED
5
1 f
(2)HETA-1(o
l%
DBL. TOP PLATE
16 " O.C.
B.
IN15H
6
LL
T KNEE WALL DETAIL
-ENG'D aAPLE
LEDGER
?D 0
1 UPRIGHT
OCRICKET DETAIL
TRUSS PLAN
* GONNEGTORS TO BE SIMPSON U.N.O.
* TRUSS TO 8LK META -fro UJ/12 - IOdXI 1/2
* TRUSS TO WOOE) MT5-12 W/14-106XI 1/2
LOT#v?8
PH#2
MODE7
99 1 9 6 5 - R99
F.S./B.C.
9 9 - 499
TRUSS PLAN
" F»
ACCUSPAN
DATE: 9/23/03
SCALE: V4'■l'-O'
SHEET
4 F CF 5
ELECTRICAL LEGENF-)
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
1/2 OF OUTLET
IImV OUTLET
WI
WIRED TO
SWITCH
EQUIPED WITH
II0V OUTLET
GROUND FAULT
GFI
INTERUPTER
�j�j
220V OUTLET
EXTERIOR
GROUND FAULT
I
WATERPROOF
INTERUPTER
OUTLET
SWITCH
SWITCH
3—WAY OPER.
(�4
SWITCH
4—WAY OPER.
WALL
MOUNTED LIGHT
CEILING LIGHT
r— 1
VAPOR PROOF
` /VP
LIGHT
I'—
RECE55ED
CAN
I CFM PER
VENT FAN
SQ. FT.
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
O O U
2' LIGHT STRIP
4' LIGHT STRIP
4' TRACK LIGHT
FLO
RAP AROUND
GHt
LIGHT
_
2,FLOURECENT
— — — —
4' FLOURECENT
®
PANEL
METER
SMOKE
PATT. PACK -UP
O
W/ HARDWIRE
S.D.
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
P�
D15CONNECT
AIR. COND.
A/C
DISCONNECT
TV
TELEVISION
JACK
CEILING BOX
REQUIRED TO
CEILING
BE SUPPORTED
FAN/L IGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
INTERCOM
SPEAKER
�j -----------
wP.
GFI
FAMILY I BDRM. popI I `
ROOM I ��_I k
PRE-W I RE ``
~ *CLG. F- AN0h I T �'� GRLG. FAN
BDRM.#3
0
�'PRE-WIRE
CLG. FAN
\ \ I I TV.
S.D.
BATH
/ \
---- �OGFII GFI �:� � �/
\ ' PRE - WI RE
FAN E
IN,
NOOK `
�---- i I :BDRM.#2
W.I.C.W.I.0
F.
I SYS. 1 I
� 1 �
I PRE -WIRE
--J / I `--
CLG.FAN
F
rod -
Tom
® I L---I—J O.BAT�fI U ��
—� (off-- OWNER'S
�I KITCHEN / I \
EEF11 SUITE
I i \
�- GFI - 0 GFI / I ~�
VP
WP.
GFI
( ) G i — A/C
M CIF I � \
PANEL 44" A.F.F. WH W 1
�GOND�
WH. IN
SAFETY PAN
DINING ` \� WALL MOUNTED LIGHT
ROOM _ _ _ _ / 4 SWITCH IN ATTIC
W. II p I r
GF1
CLG. FAN \ GARAGE 44" A.F.F.
\ \ \ METER
FEIL
\ \ VERIFY
LOCATION
CLG. OUTLET
1/
II WP.
�\ GFI
\ --------------------
PB FOR
CHIMES
ELEu'o`TRlu"AL PLAN
LOG. OF T.Y. AND PH. OUTLETS 4 FAN TO BE VERIFIED
-@HOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
NOTE:
s20 AMP DEDICATED LAUNDRY CIRCUIT.
4/0 ALU. CABLE
200 AMP
METER BASE 4 METER
MAIN DISCONNECT COMBO
SQUARE D TYP A/C
200 AMP DISC.
200 INSIDE
AMP. PANEL '012 COPPER TO
ISIC LIGHTS 4 OUTLETS
10 COPPER TO WATER HEATER
#8 COPPER TO RANGE
SERVICE BY
POWER CO. -ALSO
COPPER TO 5/8" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APIPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
KIT. I L -- 3 " V.T.R.
-AV.
2°
TO MAIN
SEWER
1'LiIMBING RISER DIAGKAM
MEDIA RM�
"(PRE -WIRE
FAN
O I II
I II
-----------------------
�JOYT. MEDIA ROOM
go *4
•Lim
LOT#7V
i
H#2
MODEL.
991965— IQ"
F.S./B.C.
^9— 4"
(ELECTRICAL
PLAN
DATE: 9/08/03
SCALE: V41■V-0'
S*lEET
5 03F 5
r- ==N%
MODEL:
99 1 ^ 6 5 - R99
F.S./B.C.
9 - 4"
OPT COVERD
PORCH
00
DATE: 7/03/03
SCALE: V4101'-01
2X4 DBL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X "
5P-4 1� O.G./EA. STUD 'a"TOP PLATE 2X4 MID -WALL
B4 MI BLKG ANCHOR BOLTS AT 3' O.G.
,l 1/2" X 9" A.B. 32" O.G. 2X4 MID -WALL 2" ABV. GONG.
� X� 10 W.W.M_ #5 REBAR SET IN 2000 1/2" %< `�" A B 32" O.C.
PSI EPDXY 25" MIN. ABV. 6 EMBEDMENT 2X4 STUD 2X4 STUD
z SLAB/6" MIN. EMBEDMENT EMBEDMENT BLKG 1�" O.C. MAX. 1�" O.G. MAX. 6"X6" #10 W.W.M.
II 6"x6" #10 W.W.M. 2X4 P.T. 2X4 P.T. BT PLATE SP-4 16" O.C./EA. STUD 2X4 P.T. BT PLATE -
SP-4 l�" O.C./EA. STUp BT PLATE
= O O
NI) (T
(2) CONT. #5 REBARS i _4 -
_ II 2-#5'S ON CHAIRS
} CONC. SLAB �, �, - GONG. 5LAB ?�-jVo
�, z GONG. SLABz2:f 4, m
m 0 2 05'5 CONT. 1'-0,1 3 #5's CONT. 2 #5's GONT. 1'-0" _
U TYP. RETROFIT FOR ALL m =
TYP. WALL SECTION
�A OMITTED FOUNDATION DOWELS `' WOOD FRAI„IE FOOTING
INTERIOR �EAiRING WALL
INTERIOiR BEARING WALL. INTERIOR BEARING WALL/NO UFLIFT �
BLK. SINGLE STORY
1 � STOR�1' 2 - STOR�1' �
3 1/2" HEAD OF GARAGE
3 1/2" aHEAD OF GARAGE �--#5 DOWEL BARCONE SIDE /#5 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES � 5/8" � � DIM VARIES
9" ANCHOR BOLTS AT 3' O.G. -f 5/S" G B II ro"X(o" #10 W.W.M. 1 5/S" CURB II 6"X6" #10 W.W.M. CURB II 6"X6" 010 W.W.M.
9 ANCHOR BOLTS AT 3 O.C. MIN 6" EMBEDMENT
ONLY IF UPLIFT ON WALL 6 "X6 " #10 W.W.M.
�� II
_� MIN 6" EMBEDMENTEXTEND 1 1/2 z ui II
m 6 "X6" #10 W.W.M. IL_
RECESS /2 } }
0 �� 2-#5'S ON CHAIRS m o ��
(3-5'5 W/2-5TORY)
I -4
2-#5'6 ON CHAIRS k
41 o o m SINGLE (3-5'S W/2-STORY) 'SINGLE"
all 4"� 1 _S, 3 #5'S ON CHAIRS STORY STORY
I -0 2 #5'5 ON CHAIRS I -8ll 1'-8"
TWo A A TWO
STORY STORY
TI-IICiG�N EDC�� � �ARA�E CURB STOP � � INSIDE FTC. AT GARAGE STEP-UP GARAGE SEi�'VICE/POOL
INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL DOOR RECESS GARAGE CURB �A GAr'AGE CURB
I -STORY BEARING WALL
CONC. SLAB OVER CLEAN,
COMPACT TERMITE TREATED
(3) # 5 RODS EA_ WAY ON 8" CMU �
CHAIRS (MIN. 3" COVER) � L, �o MIL. VI5. VAPOR
TOP CORD BLOCKING AT 4'
�, 6"X6" #10 W.W.M. O.G. MAX. IN FIRST 2 FRAMING
4 GARAGE SLAB z SPACES AT EACH END.
GRADE SLIDING DOOR TRACK m
Q m RAFTER OR TRUSS
m � _ SLOPE CONC.
ROOF SHEATHING LAYOUT ROOF SHEATHING 3:
2'-0° TO FRONT(1/4 -1/2 CURB WALL v CONC. DRIVEWAY' — o 0 o AN,D ENpWALL BRACING � n
-- 1 I/2 GARAGE 3 05'6 CONT. FO'R GABLE END FRAMING
9 1/2" BEYOUND "
I'-g" 3 MIN. COVER z
a
24"X24" EXT. PAD SLAB ,4T SL. GLASS DOOR GARAGE DOOR v v
ca
11 OPENING BUILDING LENGTH
1� 2-STORY FOOTING
II II �I #ad GUN NAILS a4" O.C. #86 GUN NAILS
II II II TOP 4 BOTTOM EDGES CD e (o O.C. IN FIELD
II II II Lu
POURED LENTIL TO BE
c� Q II II OUTSIDE BAR
o CONT. (TYP) #5 REBAR II II Lu
„e
2X WALL FRAMING II Z
(3) 1/2"XS" ANCHOR BOLTS = _ _ _ _III II CONTINUOUS ul z .
8" CMU FILLED or (3) 1/2 "X8" J-BOLTS
CELL (TYP.) ' MIN. 6" EMBEDMENT
W/ 2 "X2 "XI/S WASHER AND Q
O : = TY` . EXtEf;Pl0fR 5+4-EATHINC:s
EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP -
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP @ ATTACH„fENT FOR ROOF SHEATHING
IN JOINTS PRIOR TO FILLING. CORNERS @ NOTE:
(SLEEVED ANCHOR IN SOLID
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR w 1 STORY WHEN GLUED TO ROOF �"1'�M���
3-#S'5 REBAR 2 STORY GG00 f �IORMA f ON -8" EDGEs 10"-12° IN FEILD
T T f=. EXTERIOR SHEATHING ATTACHIIENT
POURED LENTIL FOB' SHEAR AND UPLIFT
o', GONT. (TYP) (0.5.5. TO BE STRUCTUiRAL GRADE)
CONNECTORS FROM PLATE TO STUp TO PLATE
GROUTED Z PRE -CAST HDR. SIDES.
BOND BEAM 2X6 GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS
rILA ' ' (3) 1/2 "X5" ANCHOR BOLTS
TIE TO HORZ. BARS cv } o �'o� or (3) 1/2"Xa" J-BOLTS
8 MIN, EMBEDMENT Q 6" EMBEDMENT MIN.
S" OMU FILLED y;a W/ 2"X2"X1/0 WASHER ANp
• CELL (TYP.) NUT SPACED EVENLY FROM 08d GUN NAILS
HORZ_ REINFORCING VERT. RE INF. FLOOR TO GARAGE DOOR NDR.
�" KOOK IN GROUTED N 12" O.C. IN FIELD
CELL IN JOINTS PRIOR TO FILLING.
1-2X6 PT BLOCK e CENTER OF a
POOR HEADER W/(1)
' 1 1 (1) 1/2 "XO" ANCHOR BOLTS 2 U
= GLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS z Q
FOR GROUT LIFT
. , a .• .�',• 6" EMBEDMENT � -
- 5 FT. UNLESS W/ 2 "X2 "X1/8, WASHER AND NUT �4
HORZ. REINFORCING Z Lk FOOTING DWL 15
�" NOOK 1 NOT REQ'D. TY'F. FLOOR DECKING
HORIZONTAL/VERTICAL REINFORGINC O ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
EP24
BAKERS
RCS S S ING
i
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8 / 12 / 0 3
scALE: A'■1'-0'
SHEET
IDI ®3F 4
2X4 SUB -BAND 2X4 SUB -SAND 1w HURRICANE STRAPS 2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN
CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING
FEILD STREAM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
2X(o SUB -BAND METAL LATH
LAKE K€HOE,GYPRESS HEAP 2X6 SUS -BAND � 2X6 SUS -BAND � 4'-0" O.C. MAX
ALOMA WOODS LAKE K€HOE,CYPRESS HEAD — LAKE KEHOE CYPRESS HEAD
ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/1(o" OSB OR 1/5" TEXTURED
ASPHALT SHINGLES. METAL DRIP EDGE
1/16" OSB SHEATHING 1/2" PLYWOOD FINISH
�-
OR I/2" PLY. W/ 15# FELT
OVER #15 FELT R-19 INSULATION R-19 INSULATION
7/I�" OSB. SHEATHING FIBERGLASS SHINGLES
OR 1/2" PLY_ ON #15 FELT OVER I
-i/1� OSB. SHEATHING 3/4" T � Cs PLYWOOD 2X CO _
HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. � ROOF TRUSSES � TO BE GLUED
(SEE TRUSS PLAN "� FOR PROPER 24" O.C. 4 NAILED
FOR CONNECTOR) ?X CLG. BOARD T (TYP.)
2X4 SPF STIFFBAGK AT BRACING HETA-Iro
2X4 DOUBLE PLATE CTYP.) LL UPRIGHTS OVER 4'-10" EMBEDDED
METAL DRIP EDGE O (II)#5 CONT. L INTEL STRAP
ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS so
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR
ALUM. FINISHED VENTED SOFFIT— V2" CLG BOARD 4 TEXT. -I/8" TEXTURED FINISH
° ° 1/'2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) -1/1ro" 0.5.5. SHEATHING R-19 fNSULATION
8" LINTEL BLOCK FILLED GMU'S TEXTURED
EL 7/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD �- FINISH
PRE -CAST LINT
/ FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY.
ALUM. WINDOW BILL
OSB SHEATHING OR 1/2" PLY.
SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FLR. LINE) 1/2" CLG. BOARD TEXT. TWO STOR"r
SEE FRAME PLANS TO DBL TOP PLATE W/
PRE -CAST SILL _ ld2" DRYWALL 2X4 RE-FORGEMENT (CONT.) FOR JOIST TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) =:�l O (i'S CONT.
OR MSTA-24 24" O.C. MAX SEE TRR�ISS PLAN
all GMU R-4.2 INSULATION FOR HDR SIZE
HETA- Iro 1X2 FURRING STRIPS �BAND [DETAIL
1 X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW 3?4
TEXTURED FINISH 1/4 UUOOD BASE ° ° 1/2" DRYWALL SEE FLR-/ELEV FOR DES.It SILL
8 LINTEL BLOCK FILLED i/16" OSB SHEATHING
WOOD SASE (TYP.)
PRE -CAST LINTEL OR" 1/2" PLY. UNDER
=f
FELT BARRIER PRE -FAB TRU55
ALUM. WINDOW FLOOR JOIST/
z fY 6"Xro" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG_ BOARD 4 TEXT.
SEE FRAME PLANS &P-4 32" O.C. '� STUDJ 2X4 DBL. TOP PLATE
� � OR FIBER MESH FOR JOIST TYPE
o iREINFORCEMENt PRE -CAST SILL CONC. SLAB OVER GLEAN,
HETA-16"e 32' O. C. MAX 1/2" CLG. BOARD 4 TEXT 1/2" DR),WALL
COMPACT,TERMITE TREATED o (l)#5 CONT.
SOIL OVER ro MIL VIS. VAPOR g° LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS
z > ? 1I 8 GMU BARRIER,W/6X8 #10 WWM
(FILLED) 2X4 CONT. STRESS �lro U.C.
} } 2 #5 CONT. BLOCKING MID -WALL
m TEXTURED FINISH 1/4" U.WOOD BASE (TYP.) PRE -CAST LINTEL s ° ° 1/2" DRYWALL 2X4 PT. PLATE
-4 32" O.C. STUD I/2 "X9" A.B. 32" O.C.
c� .2 1 SEE FLR./ELLEV FOR DES LUM. WINDOW (WHEN Ufi L11=T) �" EMBEDMENT
SILL
TAP. UUALL SECTION
o WOOD 545E (TYP.) GONG. SLAk3 z
BLK. 1- STORM' 6 X6" # 10 W.W.M. PRE -CAST SILL 4 OR 4
z z LLl 3 #5''Ca CONT REINFORCEMENT CONC.. SLAB 2 #J'S CONT. ,� 1'-4" u
} } I 8„ 8° cMu ro MIL v18 1- STOR�1'
VAPOR BARRIER INTERIOR BEARING WALL
TEXTURED FINISH 1/4' —ro
NOTE FOR WALLS W/FLOOR LOAD ONLY
ASPHALT SHINGLES OVER TAP. WALL �CTIION O Q c� DO NOT INSTALL CONNECTORS.
#15 FELT ON 1/1(o" O.S.B.
2 x4 BLOCKING 2 - STOR"I' z „ " 4* 2X4 DBL TOP PLATE
SHEATHING OR 1/2" PLY FIRST TWO BAYS
4'-0" O.G. MAX U 6 X610 W.W.M.
METAL DRIP EDGE =� O O OR FIBER MESHI
2X4 SUS -SAND � REINFORCEMEN'T
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTOR15 z �
FEILD STREAM FOR PROPER
2Xro SUS -SAND a BRACING (SEE TRUSS PLAN)
GYPRESS HEAD } � } (3) #5'5 CONT..
LAKE KEHOE,
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE `�' m 1/2" DRY WALL
WRAPPED/ALUM FINISHED FASCIA 24" O.G. CRIPPLE STUDS 1=1R5T FLOOR BLOCK
ENG. GABLE TRUSS R-19 INSULATION =3i/l�o" O.S.
D SECONFLOOF, FRAt' 1E
2X4 SPF STIFFBAGK AT 2X4 1ro" O.C. MAX
ALL UPRIGHTS OVER 4'-10"
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
1/8" TEXTURED FINISH
OVER 15# FELT OVER �— 1/2' CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT.
-I/16" 0.5.5. SHEATHING 2 "X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT_ PLATE
OR 1/2 PLY. (2) LAYERS 1/16 2X4 DBL. TOP PLATE LAON C OvE META 1/2" X g" A.B D
SP-4 32" O.C. � STUD LATH OVF � TYVF ' :•••• MIN. 6" EMBEDMENT
O.S.B.SEGURE EA, LAYER �-`,+
2x4 P.T. PLATE W/ ° W/2 8d,5 8"-12" O.C. �-�v.- HDR. STUDS)/JACKCS) I/2" DRi'IUALL OF #15 FEL ��,�•�• 2" DIA. WASHER
1/2 "X9" ANCHOR BOLTS MAX. 32 O.G. MAX
2X4 1.000D STUDS #5 REBAR CONT.
MIN. ro" EMBEDMENT 1/2" X 9" A.B OR J-BOLT — LSTA 12 FULIL LENGTH STUD(S)/ 2X4 CONT. STRESS (o" O.C. �:•'
STUD TO HDR.
W/2 DIA. AT 32 O. G. 32 O.C.MAX KINC� STUD(S) SP-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X(o W/ TOF 4 BOTTOM)
3/4" TAG SUBI=LOOK ^"�'•;•�
12d �@ 6"-8" GONG. FILLED LINTEL
PLYWOOD TO TRUSS NAILING
GLUED s NAILED ;
BLK. REINF. WITH Cl)#5 ROD
4" O. C. Q EDGE I
(o" O. C. a IN FEILD • .•
FLR. JST. SIZE SEE FRAME PLAN ;r':��'
8" GMU ;:•,., ,•„•1
1X2 P.T. FURRING STRIPS SNE ATNING OVER 2X4'
NAIL PER SCHEDULE 2nd FLR. STUD TO 1
TEXTURE FINISH 1/2" CLG. BOARD 4 TEXT.
R-4.2 INSULATION 15t FLR. STUD 2X4 DBL. TOP PLATE 1UCOD FRAME TO BL <
1/2" DRYWALL - - - -IT - — — — — — — —I M5TA-3(o 32" O.C. 1/2" DRTWALL
II I I I 2X4 WOOD 5TUD5
I I I I I I 2X4 CONT. STRESS @ 1O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL
II II
2X4 PT. PLATE
I I I I I NAIL PER SCHEDULE/ SP-4 32" O.G. � STUD 1/2"X9" A.B. 32" O.C.
BO1LT PER FND_ PLAN
MIN. ro" EMBEDMENT -� z
0 0
U ro"X6" 4110 W.W.M. GONG. SLAB z 2X8 RIDGE > p-
3 *S's CONT. 41411 2X4 COLLAR TIE
EVERY OTHER RAF
0 o OR ER 0
FIBER MESH -
REINFORCEMENT TY�' )=XTERIOiz OPI=NINC� IN Ffi�,l"11= -
1 -8
z W_ z4
2X6 RAFTS OAK
N o = o } 2 STORE'
U m U 2 #5 CONT.
U
m
7I-F. WALL SECTION
2-12d EVERY TRUSS
INT RfOR {SEARING WALL IXe NAILER 3-12d RAFTS
3-126 TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1X8 NAILER
q OR 1/2" PLY. 2-12d EVERY TRUSS
I�
BLK. I-STOR�r (GABLE) M NIMUM WALL AND HEADER CONY, I=RAMING DETAIL/\/A�
STIED R OU 1 R M NTS sw 2 4 2003
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O" TO
S'-10'
4'-11 1/2'
-1'-I1 1/2'
AND UP
NUM51=R OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBI=R OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
I
3
MONOLITHIC
BLOCK
DETAILS &
NOT]E�S
DATE: 8/12/03
SCAT: V41■1'-m'
# 1000 UFL.IFT
SIMPSOM MTS-12
UJ/l 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UPLIFT
(2)SIMPSOM MTS-12
ONE EA. SIDE OF TRl
OPPOSITE SIDE OF E
W/1 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
TRUSS
FINISH g LANDING
5 BOND BEAM
TfRJ55 ANG�401R DETAIL_=FPETfROFIT
9" MIN.
LESS THAN 10"
REQUIRES
1' N051NG
D5L 2X12
FLOOR JOIST
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+1T=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/5' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CRO55 SECTION DIA.
TO BE 1 3/4' +-I/4" OR PROVIDE EQUIVALENT
GRASPA51LITY
WINDERS- MIN. 6' WIDE iP NARROW END
MIN. 11' WIDTH 9 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
1/16' OR 15/32' O.S.B.
11/'1/8' TEXTURED
FINISHED OVER
GALVINIZED METAL - — — —
PAPER BACK LATH
SIMPSON H-5 (MIN.)
® 2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 BTM. PLATE
3/4' PLYWOOD
2X12 TREAD
CUT To FIT
- 1X8 RISER
LESS THAN 4" TYP,
BETWEEN SPINDLES
6P4 OR H-5 TOP PLATE TO STUDS
2'-0' A5v. 10'-O' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
101- 0'
FRAMED CRICKET
HANG
1/2" C
IX'
1' NOS ING TYP.
� 4
m �
t-
STAID 5GTION DETAILS
Q-II1lNrzY 1)ETAIL-S
SIMPSON H-5 (MIN.)
0 2X4 TO TRUSS
SECTION
PRE. ENG. TRUS
IX2 PT.TOP OF
DBL. TOP PLA'
'1/I6' OR 15/32'
Wr1/8' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER BACK 1
CRICKET
2'-5-1/2
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
P.
12" z
3(c" MIN, FINISH
STAID UJIND R DETAIL
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
(2) 2X4 1*2 ND SYP DIAGONAIL BRACE /
W/ 3-12d 6 EA TRUSS l DIAGONAIL BRACE
TO COVER B-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
l2) I0d NAILS EAAM1D
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 065 SHEATHING
USE 8d NAILS AT
4' o.c. EDGE 4 Fi' O.c. FIELD
2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM
(W/ 2' DIA. WASHERS) g 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' oz.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN.
1-"5 REBAR CONT. 2X4 SPF RAT ADJAC NT
TO DIAGONAL BRACE.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO f00'-O" (3) 'X' BRACE
(1 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G�AE3L E EN1D GLOSS 5f;;�,)AG INGP 1- STOP)'
2X4 SECURE TO 2X4 BLK W/2-12d
9EGURE TQ BLIG W/ META-I6
zr
F — — 2X4X4' SECURE TO TRUSS W/ 3-12d
6'-8' O.C. MAX TYP.
2x4 5LK SECURE THRU TRUSS W/3-12d•
41
"-PER ENG'D TRUSS 24' O.G. MAX
1' -0'
2 -011
21 _0" EXTENSION OFT SEFRVIGE DR-
N.T.S.
METAL LATH
1/2f=L1rUBJOOD TEXTURED 1/2" PLYWOOD
OR
W/ 150 FELTFINISH W/ 150 FELT
S I I' f=50N
HETA-16
2Xro (CONY.) 2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST ,--2X4 (CONT.)
EXPAN51ON 2" MIN.
JO INT OVERLAP CAULK
SIMPSON
cMU'S HETA-1(o CMU'S
TEXTURED TEXTURED
_t�JL: FINISH FINISH
TWO 512RY TWO STORY
(2) 2X4 02 ND SYP DIAGONAIL 5RACE
W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRU55ES
2X4 BLOCKING FIRST 2 PAYS
AT SHEATHING SEAMS
(2) 106 NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
E'dASHEATHING US8N
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 g 32' O.C. MAX
SHEATHING NAILING TO BE
6'-W OTC. IN FIELD
4' O.C.®ALL EDGES W/8d NAILS
FIRST FLOOR 5L/,)CK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
M 15 FELT ON 7/16' O.S.B. —
1/2' CLG. BOARD RU 0 4" o c.
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d 'm EA. TRUSS
INSULATION
R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
-2X4 BTM. PLATE
iUEs-FLOOR
MAILED
HETA-16' FLR JST TO BLK-- \__FLRTRUSS
I-"5 REBAR CONT.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' 5RACE
(1 'X' 5RACE tv GENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
eA LE ENE) GLOSS 5f;P�,AGING_i 2=5TOGY
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8/12/03
S Cs All : 1/41211-01
SHEET
D 3 ®P' 4
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 300 2 X 4: Im
MIN EMBEDMENT 1 1/41) SECURE TO BLOCK
8' FROM EACH END AND 18' W/3/16' TAPCONS OR DRIVE
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 45
MIN HEAD SIZEIZE.3ID0
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 tAPCON MIN EMBEDMENT I I/4')
OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4') MIN HEAD SIZE -300 15* O.C. MAX. SPACING.
8' FROM EACH END AND 18' PRECAST HEApERCMM) MIN EMBEDMENT 1 1/4') 2 X 6:
O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IV SECURE TO BLOCK
W/2 -3/16' TAPCONS OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPGON O.C. MAX. MIN 1- 1/4' EMBEDMENT EXI5TING BLK ABV. PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON Is MIN HEAD SIZE 300
MIN HEAD SIZE .300 16' HIEGHT. OR PRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN EMBEDMENT 1 1/49
MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 �/8' TEXTURED FINISH WITHIN 8' OF EACH END 4
8' FROM EACH END AND 18'
O.C. MAX. MIN i-1/4' EMBEDMENT MIN ,EMBEpMENT 1 1/4') 7/16" 055 SHEATHING 18' D.G. MAX. SPAC G.
8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 8:
OR DRIVE PIN (MIN SHANK 51ZE.145 •1/16' OSB SHEATHING 2 X 50LID BLK'G a ARCH SECURE TO BLOCK --1/2' DRYWALL
MIN HEAD SIZE .300
1/4" TEMPERED MA60NITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE a" CMU I'X4" OR I'X2' P.T. NAILER
MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANKS E.
145 MIN HEAD SIZE .300 DOOR CASING
8' FROM EACH ENp AND IS' CMU WALL MTL WDW FRAME MIN EMBEDMENT 1 1/4')
O.C. MAX. MIN 1-1/4' EMBEDMENT WITHIN 8' OF EACH ENp 4 NOTE:
t
#NOTE: NO GAP 6 WDW FRAME la' O.C. MAX. SPACING. DOOR JAMB ToPLUMB JAMB
TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 114"
[DETAIL ](oil
� II AND
�� � � PER MANUFACTOR'S DETAILS.
fRC�4UJA*� DETAIL CUT,4UJ?4-T- DOCIR
J At,15 TO E3L 0G< 1=1 /2_ 11 +
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145 A PRECAST HEAPER(MIN)
MIN HEAD SIZE 300 DBL. TOP PLATE
MIN EMBEDMENT 1 1/4'J rt/S" TEXTURED FINISH
8" FROM EACH END AND 18' SECURE 2 X RIP TO FIT 1X4 P.T. OR 5/4' X 4' MIN.
MORE THAN W/2-121 6'-8' O.C. MAX. �/16' OSB SHEATHING SECURE 7HUR FRAME AND
O.G. MAX. MIN 1-1/4' EMBEDMENT EXTEND 1-1/4' INTO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPGON 16' HIEGHT. 2 X 4 16' D.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE
PIN (MIN SHANK 5IZE.145
OR DRIVE PIN (MIN SHANK 51ZE_145 2 X 4 (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300---1/2' DRYWALL
MIN HEAD SIZE 300 2 X SOLID BLK'G a ARCH MIN EMBEDMENT 1 1/4") 1'X4' OR 1'X2" P.T. NAILER
MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER To MANUFACTURING
8' FROM EACH END AND 15" DETAILS FOR SPACING.
POOR CASING
O.C. MAX. MIN 1-1/4" EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFAGTOR'S SPECS.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON E X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME
NOTE:
*NOTE- NO GAP g WDW FRAME SHIM AS NEEDED
OR DRIVE PIN (MIN 5HANK SIZE.145 2X4 BLOCKS TO EXCEED 1/4'
MIN HEAP SIZE 300 DOORJAMB TO PLUMB JAMB
MIN EMBEDMENT 1 1/4'J �- CMU WALL DO NOT EXECED
I/4'_
8" FROM EACH END AND 15' ARC�W A� [DETAIL
C T A /
O.C. MAX. I`11N 1-1/4' EMBEDMENT
[Do o fR JA�IiiTO E3L O I;< 3 /4 of;�,) 5 /'
A CHUUA"'� [DETAIL 1 (o 11 ANED Uf
NAILING SCHE[DULE ALL NOTES IN REFERENCE
ROOFDIAPHRAM TO FLORICDA BU!L_[DING
USE TA6' ObB.OR I/2' PLY WITH re GUN NAILS AT 4' O.C. AT ---
SUPPORTED PANEL EDGES AND'B C" NAILS AT 6' O.C. AT CO[DE 20�1
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 'B GUN NAILS 0 4' O.C.
SITE PLAN NOTES
EXTERIOR SHEATHING
USE i/16' OS$. OR 1/2' PLY WITH 00, GUN NAILS AT 6' O.C. AT
PANEL BIDES AND -6 GUN NAILS 4' O.C. TOP 4 BOTTOM U LOWEST SLAB AT LIVING AREA, SHALL BE MINIMUM IS' ABOVE
PANEL AND 'B CAN NAILS AT 6' OZ. AT
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
NAIL RE W REMENT5 OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
tC c� .II A4I-IQ
SIZE
HEAD
LENGHT
DIA.
TENSIL 5TR
3/ LOT VKAIrvFK3C Vi l.vl`/TVlil I Iv fu L LwHL WVGV, iGVNV �iiviv
AND RESTRICTIONS HAVING JURISDICTION.
ad
ROUNDMODIFIED
I T/8'
.113
OR T
�10,000
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
I0d
2 1/5'
-10000
.128
6) 1 d D.AGAPWr:� It221ii aPr2HIi_ ETC- SHALL CONFORM To LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER.
GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE
PERMITTED OFPARATEI-Y BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMB11" G NTES
V �./)J
1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'B'
6. INTERNAL PRESSURE CO -EFFICIENT +16 THRU -15 2) WATER LINES SHALL BE CPVC.
DBL. TOP PLATE
2.501E 3) CONDENSATE LINES SHALL MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR WITH X.
(SCHEDULER INSULATED WITH IR'
DBL. TOP PLATE
B
DBL. TOP PLATE
CONTINUOUS WALL FOOTINGS.
C TER SUPPLIES.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
DBL. TOP PLATE
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500
6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
2X4 IC?' O.C. MAX.
CPSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFOf-VT TO ASIM A615 A616 OR ii GRADE 40
l) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DESIGN LOADS EXCEED 4m WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
2X4 16' O.C. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
A. ALL 5TRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SECURE 2X4
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
TO WOOD W/2-12d g
S. A/C PLATFORMS TO BE 3/4' DECKI NG. SEPARATI=LY, SEE POOL CONTRACTORS CONTRACTORENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'A5-BUILT'
6'-8' O.C. STAGGERED
SECURE 2X4
TO WOOD W/2-12d
6. TRU8BE5 RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
6 -8 O.G. STAGGERED
FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE.
BT. PLATE
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION. II) NO VENT 5TACK5 SHALL PA55 THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
-1. GARAGE DOOR RIDGES.
A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST. 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA
SECURE 2X4 W/2-3/16' TAPCONS
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
OR DRIVE PIN (MIN 5HANK SIZE.145
I I I I I�L
�-} �,�J
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16' TAPCON5
S. ASPHALT SHINGLES 2001.
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 6IZE.145
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300
B. SHINGLE STANDARD A5TM D-225, UNDER_AYMENT TO BE A5TM D-226
14) PLUMBER TO DIVERS ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXCEED 18' O.C]'1AX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
FQU N [DATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES
MIN. 2-12d PER BLK EA. END I/2" PLYWOOD
EXCEED 18' O.CMAX.
PRESSURE.
OR 1/16' O.S.B.
2X4 50LID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW GORE OR SOLID UNIT
MASONARY IN ACCORDANCE WITH ASTWI G90 AND G AND SHALL
SECURE TO SHEATHING W/ 1/2" PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED O
HAVE A NET AREA COMMPRE661VE 6TRENGHT 1W0 P61.
OR 7/16" O.S.B.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
MORTAR
MIN. 2-126 PER BLK EA. END
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM c270.
I I I
METAL ACCESSORIES
AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
T 10 A fRC H UJ A� W/ UJ I I `1 D O !�d
(� /�
4: ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING:
BARRIER OVER CLEAN WELL COMPACTED TERMTTED TREATED SOIL. A.5 ASTM A (w FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
SHEET METAL ANCHORS AND TIES.
�'F
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR
SHALL BE 05 DOWEL BARS W/ A (o' HOOK PER DOWEL PLAN LAYOUT. 2_ METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
BE 5TAINLE86 STEEL OR DIPPED GALVANIZED MEETING THE
NORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'.
REQUIREMENTS OF A5TM ASO.
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL:
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2"x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR 50LID MASONRY
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
2. BED AND HEAD JOINTS SHALL BE 3/8' THICK.
ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
8. FOOTING REINFORCING SHALL BE 2-S REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G.
3"-5 REBAR 2-57ORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER BARS OR BEND REBAR. LAP A I. REINFORCING STEEL SHALL BE NO. 5 BARS.
MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
FINISH GRADE IN ACCORDANCE WITH A5TM Ai A616, A617, OR A-f06.
lie
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
I
A
LO T# 7 W
PH 2
MONOLITHIC
BLOC]K
DETAILS
NOTES
(DATE: 8 /12 /0 3
SCALE: V414-0'
- T i
1