HomeMy WebLinkAbout210 Clydesdale Cir 04-1029CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101
CBC 055300
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
SUBDIVISION ?:)Q6Y
PERMIT # e*,k0DATE
PERMIT DESCRIPTION Z-
PERN41T VALUATION
SQUARE FOOTAGE Liss
PLUMBING CONTRACTOR O
d
MISCELLANEOUS CONTRACTOR m
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT N� ; MBER
FEE
FEE
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ATTENTION! General Notes
1 , All Para( ( e( chord trusses, fl at
SHI
NGLE
trusses andflat girders have the
R O O F top chord part! a(( y pal rated green
to be i nsta( ( ed green sl de up,
DON'T LIFT SINGLE TRUSSES �, A(( hangers to be si m WITH SPANS LONGER THAN upson HUS26
30' BY THE PEAK n( ess othherw! se noted,
1 CONSULT HIB-91 3. A( ( truss s acl n 24' ❑, C, un( ess
it o / — � // 30' Span r less SPrea I Bp an 1 2 otherwise noted, g
60 degrees
or less 6 I-- 4, Per Truss Pl ate i nst! tute 1-II B-91
recommendation permanent X-bracing
shou( d be p( aced at a max! mum
2l� spacing 1 5' ❑, C. across the span, to
G a H E E L�— 3/ 1 be repeated at a maximum of 20'
I1 1 lie I �" 2i3 ", li "� between each X-brace throughout
� �l'� �{ �a tine sPnn approx. Tq llne spun approx,
Pl ease refer to HI B-91 for any
REFER T❑ HIB-91 -- __ --' 1� 3 the structure.
U U U
Truss rust be set -this way if crane used, add! ti ona( braci ng detal l s,
�- - " � � X4
C J 1 -- -- -- -- C J 1 Truss is an examp(e, your, truss Clay not match, PLUMB C U
Insist crane operator, sets truss -this way,
EJ- ROOF LOADING SCHEDULE
CJ ,y ,� CJ3
TCLL = 20 PSF
la TCDL = 07 PSF
CJ5 C 5 REFER TO -E G, BCDL _ 10 PSF
PACK FOR TOTAL = 37 PSF
C❑NNECTI❑N, DURATION = 1.25 PSF
12 WIND SPD. = MPH
R= 3092 A 8 G R= 3092 - UPLIFTS BASED ON = PSF
u=lsoz A7 U= 1502 VQJ5 FLOOR LOADING SCHEDULE
TCLL = PSF
� TCDL = PSF
BCDL = PSF
ciAlternate loading notes TOTAL = PSF
A4 WIND SPD/TYPE= 120/ENCLOSED �,
OR, LTP OF T S
{ 03 5 „� BLDG EXPOSURE= B (REACTIONS <51000# NOT SHOWN)
1 016 USAGE= RESIDENTIAL CAT II AS =< 7 PAN/UPLIFT- \
A2 2,-O„ Existing CCA truss designs that meet the wind loading A8G =< 1420# =<
requirements of the Standard Building Code for: -HS =< 390# =<
100 mph fastest -mile wind speed, minimum. CS =< 330# =<
Residential construction =< =<
TYPICAL 7' SETBACK Enclosed building
C U R N E R S E T LABELING Do meet the wind loading requirements of the Florida
Building Code as Follows: r
AND SPACING Up to 120 mph 3-second gust wind speed
AL�KEY
Enclosed buildings (landward of the wind-borne
debris region)
Exposure B 91 -41
l�1-011
Painted End Mark
cD
�
I Q F—> —
--E
i
CEILING KEY
12 WO, CLGd
..------ -- 13,_4„ CEILING \ � \ �_,� '---
LOAD# DESCRIPTION INIT. DATE
F71
L
Q \ R/01 ADDED `D' ELEV. WEW 5/21/99 t,
Q
RA01 CHANGE BRG. HT. GBW 8/26/99
\ RB 1 REV'd PRE C.❑, JL I 10- - 9
I \\ Rev. AGE,AIA Added 2 E t.
L
o- AGE C
CARPENTER
CD . �. � CD � GCONTRACTORS
NT�ACTOPSc-
OF' AMERICA
3900 AVENUE G. N. W,
D G E B G E WINTER HAVEN FL❑RI DA 33880
KNEEWALL TO 14 -0" PH❑NEI C800) 959-8806
FAX (941) 294-2488
15'-0" 5'-0" 20'-0" BUILDER: D.R.HORTON HOMES I
II PROJECT: VARIO-US
LOAD# DESCRIPTION INIT. DATE LOAD# DESCRIPTION INIT. DATE n / 1965 ELEVATIONS D
L� CCA PROJ/MODEL:
RD01 REV ENTRY, 6" TILTWALL WLW 2/2/00 RF01 REV. FOR FBC CDM 3/15/02 5I- 4,M24,PO3/1905D
RD01 REV AGE BC DIM. WE 6/8/00 ALT.OTC:
I
RD01 rev. c span o.h. ,JFB 08/28/0 U LOT: / BLOCK:, a
LOAD# DESCRIPTION INIT. DATE LOAD# DESCRIPTION INIT. DATE DESIGNER PAGE
TRUSS QUAN-IITY-60GBW-
,
RE01 Chg pitch from 5/12 WB 4/26/01 DATE:
} RE01 ADDEDAi24,P03 PROD, MCW 6/11/01 041599
LAN# 03SCALE
GS
THIS IS A .TRUSS PLACEMENT PLAN, ITS INTENDED TO AID IN THE INSTALLATI❑N OF TRUSSES. ENGINEERED TRUSS DRAWINAND � 4 >>_ �
ARCHITECTURALS SUPERCEDE THIS DOCUMENT. RF01 Rev: Entry, >Del. Elev F WB 1/21/02
CDM 3/15/02 9.02 AM 30321R
s
J
DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY- RESIDENTIAL - GROUP R
*CONSTRUCTION TYPE vi
• 1-STORY RESIDENCE: BLDG HGT 1 J' - J"
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 I?ESIGN 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 MINfIMUM 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-401PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 1OPSF DEALT
DECKS-40PSF LIVE 1OPSF DEAD
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. 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
1 B
LINTEL SCHEDULE
PG
1 C
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3D
ELEVATION ))Dj)
PG
3E
ELEVATION 1"
PG
3F
ELEVATION F"
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
op
www. drhorton. com
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
® STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JAMES CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR.#427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
�} f
pUMS 1": A'E1Pii c"
clyy OF WD'ORD
0 COMA 1111�1'0 w
ec"l-
LOT#79
PHASE#2
DATE: 12 /1'7 /0 3
SCAT : V4181'-0'
SHEET
C 1 of 5
I
------------------
EXTEND — — — — — — � I
— SLAB 1 1/2"
II' II I I I
3 1/2
411 4'-1 11 15'-0" - i
I �
I I m
I I
3 1/2 ° 24"X24" X12"
CONC. CONC. PAD
SLAB W/(3)*S'S E.W.
ON CHAIRS
MfN. 3" COVER
I C 3)T1rP. I
IG�
201-211 )I
---------------
INTRY ELEV.
r-
m
I
b-
I
N
— — — — — — — — — — — — — — — — — — — —
1
I 5A
4m'-a 11
3'-011 9'-O" I 28'-011
I
i 3'-4" 8'-2" i 28'-/ 11
�I
B W 3
1/2
N SLAB
— — — — — — — — — — —
EXTENp
N.S. I SLAB 1 1/2" /10 1
C I D1 QD1
D1
�I I ■
m -01, ELEV.
. CONC.. 5LA5 3 1/2" CONC. RE INFORCED
W/6"X6" #10/10 WWM OR =
FIBERGLASS REINF. ON 6-MIL.
VAPOR BARRIER ON WELL -COMPACTED 6,
CLEAN TERMITE TREATED FILL OR —
APPROVED SUBSTITUTE,
® RECRUIT II7I x D1 I
N
D1 =
WC. to
m TUB ( I I LAV. LAV. U
® 15'-10" 2'-8" 3'-1" 2'-9° 15'-a"
,
I®
14'-211
■I � i I `
o■
L —J q
T51 >,` � I
.
CHASEI / '
W/ISLAND II N
LI OPT. II I�SNWR�I m
F�II�
IRANGEI II r L J = g
— � u - Ll — — — —I DI I 3 1/211
�'-O" rt'-10" �— — — — — — 3 -� SLAB
I LA/t _
(w�
16'-211 D1 4'-6" 4" P.V.C� _ ,COND)
- 3 1/2 „ WN. IN
SAFETY PAN OPT.
®
r---ir--
I OPT. I IOPT.
W.
8
D I
I I D
®
' }
I
0'-0" ELEV.
o I
1
0
FIN. CONC. SLAB
=
I
z� 5
IN
� I
n �O
Ux DII
=
6,
�11
Q°
zU oU
4" 41-411
QII IN�W
191 -
■
7x111'
EXTEND
— — SLAB 1 1/2" allCURBFWALL
1
.31/2"
® 31/2" 41/2' D1 D1 H.5.
-- --� J
O CONC..
■ ■ ■ ■ cn SLAB ■ ■ ■
15'-011 5111 111-0" 1( '-011
. SL/ S1CC// 40' - 011 K/
m
m
BAKERS
;ROSSING
LOT#79
PHASE#2
MODEL.
991965—R99
F.S./B.C.
^d 9—)9
FOUNDATION
PLAN
DATE: 12/17/03
SCALE: Wml'-®'
SHEET
1 OF 5
21'-8"
23'-8"
19' - 8"
v
I
N
1
co
I
N
N
rll�
W
N
I
m
I
tt
�t
I
d-
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I
�n
b
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W
i
1 l
DOWEL PLAN ELEV. "F" ONLY
BAKERS
CROSSING
ILOT#79 I
PHASE#2
MODEL:
991965-R99
F.S./B.C.
99 - 499
DOWEL
PLAN
(DATE: 12 /17 /0 3
SCAT: 1/4' ■ I'-0'
SHEET
1AOF 5
BAKERS
'ROSSING
ILOT#79 I
PHASE#2
MODEL:
991965-R99
F.S./B.C.
99 _ 499
LINTEL
SCHEDULE
DATE: 12/1'7/03
SCALE: V4101'-0'
SHEET
I B of 5
T 1 T
BAKERS
CROSSING
ILOT#79 I
PHASE#2
MODEL:
)91965- R"
F.S./B.C.
^9- 4"
WIND LOAD
CALCULATIONS
DATE: 12/17/03
SCALE: V41■1'-®'
SHEET
i C OF 5
r-
----------------- MTV 1
ENTRY
VAULTED CLG ELEV. D, F ONLY W/1'-011
� SIDELIGH
C2)-25-SH
4,-411 [W/1/2 ROUND ABV. 101-811
——-- -/
FLOOR PLAN
ELEV. "F" ONLY
------------------------- —
LIVING = %
ROOM MT
9'-411 CLG.
(CARPET) I W/11_011
^I111111
(2) 25-5H
I0'-g11
15' - 011
KJ 201-211
ENTRY ELEV. "G35
0 OPT. MEDIA ROOM
SQ.FT. CALC.9S
LIVING
19/01
SQ.
FT.
GARAGE
412
SQ,
FT.
EN?Rl'
22
SQ.
FT.
PATIO
54
5G2.
F7,
TOTAL 2455 5Q. FT,
SIDELIGHT
ENTRY
211
4'-gll
roX6
POST
(3) TYP.
(2) 3-0
I� � BI-FOLDS ,_n
21_ 11
L —--�
1OPT. PANTRY
EXTERIOR MASONRY
WALL BRG. HEIGHTS
9'-4" WALL BRG.
40' - 0 11
14'-411 11'-411 2'-4" 12'-011
III -all 13'-101, K/ 51_211
1
PATIO ( 2
pl-oll x /_ I-o11
J I�UJ 25-5H 25-SN
80(8 S.G.D.GR EGRESS
--- 55
9)I )CD
BDRM.
91-4" CLG. BDRM.#3
— — (CARPET)
9' - 4" CLG.
(CARPET)
61 I�
FAMILY I- 0 I - m
ROOM I il'-4'1 1'-3° I 1 1
(CARPET)
121-911
2'-5" 14'-2" -
BF. - b �m
6 cj)
42 "A.F.F. HC.ACC. ,� 5 _ S _11 0 w
42
�'-0" 5'-8" 1-9 11 8'-11° � U
N
OPT. ATH BDRM.#2
m � U N LAY. (TILE) 9'-4" CLG.
(CARPET)
---TILE LINE---- -- �ti — =1
-----__-- I 0 OPT.
^ iR-15N I I INSULATION
�R� - I-------------� I I OPT.
�J ARCH OPENING
W.I.C.
NOOK I I I OPT.
NCH
9'-4" CLG. 1 �1 ma`s I I C \� m �// DOORS
(TILE) ( _ I d) tu
V'I I
mm141-411 2,v2„ 914 111 Y9o11 121-//SL/111 uJ V
NUJ
+� I KITCHEN .� d
N
1 I 9' - 4" CLG. - - - - m
_ _ 131a111 (4111=011 I 1L I I ? MC OWNER'S
o
1
- IZ I } ° SUITE
Y r OPT m ju .� ", ° -
I o I I ul 0. BAT
ISLAND U I Q 3 ' -4" CLC — 9 -4 CLG.
L — — — — J I I fQ B (TILE) 'n (CARPET)
42 "A.F.F. o
L f -J m RANGE
1^ [� jVA
S/GJ/� 11 -
N7 I 21411
IY 12 4 2'-6" �wL — — — — 0 iol
O
il
lR-I _ 11 (�
m
DINING _
ROOM m 3 0 uI r
9 4 CLG. q c, fA A/C R/A WN_ iCOND.�
(CARPET) — —
N 11'-0" -0 -0 5 -4 14 -4 /
m N 9,
I
1 OPT. I I OPT. I F 2 2 =X-5�"
W. II D- I I ATTIC
- - - - - -F, ACCESS
= i LZ — — — ®— W/ OPTIONAL
— — — — PULL DN. STAIRS
ART NICHE
N LIVING j D
ROOM 4-0 BF GARAGE
9'-411 cLG. I FOYER 9'-4" CLG.
(CARPET) I 13'-4" CLG.
LINE OF CLG. ELEV. D, E, F i lTl E)
LINE OF CLG. ELEV. D, F
7
--------------- MT.
Ew T 01,
DH.B.
TL VAULTED CLG ELEV. , F ONLY � I 11
SIDELIGHT 16'-0" X 1'-0" O.N.
ELEVATION I'D" ELEVATION "D4E"
35 - 5H W/ 50 "X3(o"X30"
54"X21"X19" TRANS. ABV.
TRANS. ABV. ELEVATION "F"
ELEVATION "E" 50"X42"X18"
36 -SH W/ TRANS. ABV.
54"X16"X9" ELEVATION "G"
TRANS. ABV. 54"X16"
ELEVATION "F" TRANS. ABV.
(2) 25-SH W/ 5'-4" 9'-8" 2'-G 1' 2'-(O" 2'-0" 10 -011 1-011
HALF RND. ABV. 151-011 51/1 20'-�11
ELEVATION "G"
(2) 26-SH , 40'-011
m
an
e KITCHEN
(� ARCH FAMILY RM.
OPT. ARCH OPENING
I � I
_ l J
N
D ART NICHE
1 O
C FOYER
�� iR-15H
O OPT. COAT CLOSET
C FOYER
FLOOR PLAN
OPT.ROUNDED CORNER 5M.
'Bit
BAKERS
:;BOSSING
LOT#79
?HASE#2
MODEL
991965- R99
F.S./B.C.
^9— 4"
FLOOR
PLAN
memo
DATE: 12 /1'7 /0 3
SCALE: 1/4' ■ 1'-0'
SHEET
2 OF 5
I
-
I
�
1
ILOT#79 I
PHASE#2
MODEL:
991965-R99
]F'.S./B.C.
^9- 4"
ELEVATION
77 D )7
DATE: 12/1"7/03
SCAT V4,'■1'-m'
SHEET
3 D OF 5
Gil
CJ3
CJ5
(2JMETA-16�
U v U
� m
U
DGE BC E
*CONNE:GTOiRS TO 5F= SIMPSON U.N.O.
*TRUSS TO PLK META-16 W/12-106X1 1/2
*TRUSS TO WOOD MT5-12 W/14-106X1 1/2
*HANGERS SUPPLIED AND ENGINEERED 5 T' TRUSS CO.
CJ1
CJ3
CJ5
—(2)1" ZETA-16
CONNECTOR SCHEDULE
SIMPSON
UPLIFT-
_ FASTNER
META-16
1205
9-10dxl 1/2 1-PLY, 6-16d 2-PLY
(2) META-16
1985
16-10dx1 1/2 1-PLY
2410
12-16d 2-PLY
HETA-116
1515
II-10dxl 1/2 I -PLY, 7-16d 2-PLY
HETA-20
1515
II-10dx1 1/2 1-PLY, -1-16d 2-PLY
(2) HE7A-20
2035
16-10dx1 1/2 1-FLY
2500
14-16d 2-PLY
MGT
3965_. _
_(1) 5/8 ANCHOR BOLT TO CONCRETE, (22) 10d TO WOOD
MTS-12
1000
14-10dxl 1/2
HTS-20
1450
24-10dx11/2
LSTA-15
1265
BEAM TO POST (14) 10d
MSTA-24
1640
I5-10d
1"13TA-36
2135
26-10d
1"15TI-36
2505
36-10dx1 1/2
M5TI-4E8
3420
48-10dxl 1/2
ABU 44
2200
TO GONG. 5/8"XV A.B. SET IN EPDXY, TO WOOD (12)166
ABU rob
2300
TO CONC. 5/8"X3' A.B. SET IN EPDXY, TO WOOD (12)166
HDSA
9450
TO CONC. 1-1/8'XV A.B. SET INEPDXY, TO WOOD 3-1/8"X5' THRUGH BOLTS
HGT-3
9685
TO CONC2-3/4'X9" A.B. SET IN EPDXY, TO WOOD 0-10d
HGT-2
8665
TO CONC. 2-3/4"xV. A.B. SET IN EPDXY, TO WOOD 8-10d
MTT-28-5 _
4455
TO-CONC. 1-5/8' OR 3/4'X9" A.B. SET IN EPDXY, TO WOOD (24)-16d
LTTI-31
2310
TO CONC. 1-5/5' OR 3/4'X9" A.B. SET IN EPDXY, TO WOOD (18)-106 x 1 1/2
HTT-22
5260
TO GONG. 1-5/5' OR 3/4'X3' A.B. SET IN EPDXY, TO WOOD (32)-16d SINKER
LTTI9
1350
TO CONC. 1-3/4" OR.3/4'X9' A.P. SET IN EPDXY TO WOOD (8)-16d SINKERS
MBHA 3.56/11.25
3415
TO BLK (2) ATR-3/4x8' TO WOOD 18-10d
HUC 4112
1610
TO BLK 6-3/16"X2-1/4' TAPCONS (3-PER FLANGE), TO WOOD 10-16d
H6
I 950
TO PLATE 8-5d, TO STUDS 8-Sd
ALL ANCHOR BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH
5/8' x 9" THREADED ROD MINIMUM 6' EMBEDMENT SET IN EPDXY
ALL ANCHOR BOLT CONNECTIONS TO BLOCK TO BE SUBSTITUTED WITH
5/8' x 9" THREADED ROD MINIMUM 6' EMBEDMENT SET IN EPDXY
HEADER SPAN CHART
SINGLE STOfR ' AF LICATION
SIZE
CLEAR SPAN
D51- 2X6
D5L 2X8
DBL 2X10
D15L 2X12
UP TO 5'-4"
5'-4" TO 1'-0"
1'-011 TO 10"-0"
10'-0" AND OVER
TWO STORE' APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2X6
DBL 2X8
DBL 2X10
DBL 2X12
UP To 5'-0"
5'-0" TO 6'-4"
6'-4' TO S"-0"
V-0" AND OVER
NOTE:
* FLOOR JOIST TO BLK. SIMPSON
HETA-16 e END 4 EVEfR2 ' 32" O.G.
ON PARALLEL FLOOR JOIST.
POST NOTE:
(2) 2X4 #2 S.i.P. = 4x4
W1 12 d roll -Oil O.G.
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
8l-0.
4'-11 1/2"
-1'-II 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
1
3
1'I IN I1'I�IM WALL AND HEADER
STUD REQU I F'' ENT&
DBL. TOP PLATE
16 " O.C.
8.
INISI-4
6
LL
IL
LOT#79
PHASE#2
MODEL:
9919 6 5 — 111P%
99
F.S./B.C.
^9— 4"
TRUSS PLAN
,)D"
C.C.A.
DATE: 12 /1'7 /0 3
SCA M: v4,.1,-®l
SHEET
4D or 5
ELEC RICAL LEGEND
SYMBOL
DEFINITION
NOTES
IIOv OUTLET
I/2 OF OUTLET
110v OUTLET
WIRED TO
SWITCH
EQUIPED WITH
IIOv OUTLET
GROUND FAULT
I
INTERUPTER
���JJ��JJJjjJ
220V OUTLET
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
OUTLET
INTERUPTER
SWITCH
SWITCH
3-WAY OPER.
SWITCH
4-WAY OPER
n
WALL
Y.
MOUNTED LIGHT
( )CEILING
LIGHT
,- 1
VAPOR PROOF
`®.MVP
LIGHT
RECE55ED
CAN
I CFM PER
VENT. FAN
SQ. FT.
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
0000
2' LIGHT STRIP
4' LIGHT STRIP
4' TRACK LIGHT
FLO
LIGHTGHTT
RAP AROUND
�./
2' FLOURECENT
— — — —
4' FLOURECENT
PANEL
METER
SMOKE
SATT. SACK -UP
O
W/ HARDWIRE
DETECTOR
INTER-
CONNECTED
PENDANT
LIGHT
TELEPHONE
JACK
WATER HEAT.
WH
DISCONNECT
AIR. COND.
A/C
DISCONNECT
TV
TELEVISION
JACK
CEILING BOX
REQUIRED TO
CEILING
15E SUPPORTED
FAN/L IGHT
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
CHIMES
ELECTRlu"AL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN To BE VERIFIED
allOMEOUNER PRECONSTRUCTION MEETING
NOTE:
-ALL RECEPTACLES IN SLEEPING ROOMS
TO 5E ARC FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
200 AMP
METER BASE 4
MAIN DISCONNECT COMBO
SQUARE D
UNDERGROUND
SERVICE 5Y
POWER CO.
METER
200
AMP.
MAIN
DISC.
MEDIA RM��� II
� II
%PRE -WIRE
CLG. FAN
S.D.qp
II
_J
1 OPT. MEDIA 1--ZOOM
METER
FE ILD
VERIFY
LOCATION
4/0 ALU. CABLE
TYP.
200 AMP
INSIDE
PANEL
#4 COPPER TO 5/8' GROUND ROD
ALSO SERVICE TO 5E 5ONDED TO FOOTING STEEL
A/C
DISC.
#12 COPPER TO
LIGHTS 4 OUTLETS
4110 COPPER TO WATER HEATER
#g COPPER TO RANGE
ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL COPES, AND THE LOCAL POWER CO.
V NIPPLE zero AM
200 A M'A`�!
DISC
!ara/aa0
MI=T)=R VOLTS
200 A
UNDERGROUND
METER BASE
��OPT. PANTRY
E
TO MAIN
SEWER
40 CKT INSIDE PANEL
MAIN LOCATED IN
LUG GARAGE AREA.
200 AM
INSIDE
PANEL
20 4/0 XHHW ALUMINUM WIRES
1# 2/0 XHHW NEUTRAL WIRE
1# 4 EQUIPMENT GND WIRE
LIGHTNING
ARRESTOR
2" CONDUIT
5Y 1=PC - 04 5ARE CU TO GROUND
i8 FT. GROUNDING RODS 8 FT. APART
FI,@,,,,, ERICH[ la WN I
EL_ECTfRICAL iRISEfR
f;P,05IN,50N HILLS 5U FDIVISION Oi L *T"
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. COPE, LOCAL COPES, AND THE LOCAL POWER CO.
LOAD CENTERS WILL BE G.E. OR EQ.
KIT. I1h,3" V_T_R_
mA
rim
_AV. ,9 MODEL: 99
1965-RL
2" F.S./]B.C.
11 99 — 499
ELECTRICAL
PLAN
DATE: 12 /17 /0 3
SC:A M: V4'■1'-m'
SHEET
5 OF 5
1
1
5P-4 16" O_C./EA. STUp 2X4 DBLTOP PLATE 2X4 MID -WALL 2X4MID-WALL
MIANCHORBEDMENT BOLTS 1 3' O.CII
BLKG 211 ABV. GONG.
r6"x
6" #10 W.W.M_ #5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.G. 2X4 MID -WALL 1/211 X 9" A.B. 32" O.C.
PSI EPDXY 25" MIN. ABV. (o" EMBEDMENT 2X4 STUD 2X4 STUD
z EMBEDMENT BLKC-�
� SLAB/6" MIN. EMBEDMENT 1(o" O.C. MAX. 1(o" O.C. MAX. `4 6"X�" #10 W.W.M.
II 4 °x&" *10 W.W.M. 2X4 P.T. SP-4 1(o" O.C./EA. STUD
SP-4 I� O.C./EA. STUD
BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE
(2) CONT. #5 REBARS 11_411 ---_,U1 L
Cz �/ °
—0°
T o CONC. SLAB �„ �„ GONG. SLAB �„ 1'_8,1 �„ z p CON(. SLAB �„ 11 _4 2-#5'S ON CHAIRS
TYP. RETROFIT FOR ALL 2 #5's CONT. 11-011 m 3 #5 s CONT. 2 #5 s CONT. 11-0„1
TYP. WALL SECTION �A OMITTED FOUNDATION DOWELS WOOD FRAME FOOTING
BLK. SINGLE STORY
INTERIOIz BEARING WALL INTER10F,1 BEARING WALL INTER'(®R BEAi�ING WALL/NO UPLIFT �,
1- &TOR'I'
2 B
3 1/211 a HEAD OF GARAGE
3 I/2" � HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE #5 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) � � DIM VARIES � 5/811 � � DIM VARIES
9" ANCHOR BOLTS At 3' O.C. 9" ANCHOR BOLTS AT 3' O.C. 15/S" C B II 6 "X6" #10 W.W.M. 15 /8" CURB II 6 "xro" #10 W.W.M. CURB 11 6'X(o" #10 W.W.M.
- ONLY IF UPLIFT ON WALL MIN � EMBEDMENT
N MIN 6' EMBEDMENT EXTEND #10 W.W.M. EXTEND 1 1/211 II
m 6 "X6" #10 W.W.M. IL_ 1 c� z II z w II
\1 rRECESS /2 } }
2 I
-#5 S ON CHAIRS m o C3-5'S W/2-5TORY)
o 0 0 2-#5'6 ON CHAIRSSINGLII_411
811 411 m 1'-8" SINGLE (3-5'S W/2-STORY) SINGL
I -0 2 #5'S ON CHAIRS 3 #5 S ON GI-1AIR8 1'-811 STORY
11_QII
TWO Al
O AV
THICiGEN EDGE GARAGE CURB STOP INSIDE FTG. AT GARAGE STEP-UP 5TORY STORY
fNSIDE FTG. AT GARAGE STEP-UP &'�` 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB
1-STORY BEARING WALL DOOR RECESS �A
CONC. 5LAB OVER CLEAN,
COMPACT TERMITE TREATED ,
(3) # 5 RODS EA. WAY ON 8" Ch'IU SOIL, (o MIL. VIS. VAPOR TOP CORD BLOCKING AT 4'
CHAIRS (MIN. 3" COVER) GARAGE SLAB O.C. MAX. IN FIRST 2 FRAMING
411 Z 0 xro 010 W.W.M. SPACES AT EACH END.
L NJ
GRADE SLIDING DOOR TRACK L
m
TRUSS/
CURB WALL 8° CONC. DRIVEWAY' _ RAFTER OR N
m SLOPE CONC. ,, ��A;PAe ,I= rim REBAR conk. ROOF SHEATHING V X_
21-011
i�/
TO FRONT(1/4" -1/2 ")
1 1/2"
9 1/2"
Al
BEYOUND
GARAGE DOOR
=
3 #5's CONT.
1'-8" 3" MIN. COVED/I
N
o a
--- 6' CMU TYP.
�
a
ro i-VL. L tiHu>= 3 1/2- 2500 Fm GONG. ni-A5 1
W/ WIREMESH OVER "X24' EXT. PAD � `•'r=.r`�.5;, v v �
SLAB ,4T SL. GLASS DOOR 11 .•, t• 6 MIL VAPOR BARRIER BUILDING LENGTH
2-5TORY FOOTING ' .. ON CCf EAN WELL CCOMOPAetY
TREATEDED ROOF SHEATHING LAYOUT
UT
IEBAR (zM r COVER CONT. AND ENDWALL BRACING
3" MIN COVEFOR GABLE END FRAMING
I -4
II
II 11 II I PIPE FOOTING
II 11 11 I
II 11 11 I I 4*06 GUN NAILS �
POURED LENTIL TO BE II II 11 OUTSIDE A J 112 O.C. IN FIELD
o fu
CONT. (TYP) REBAR II II DEB R
2X WALL FRAMING II III DOWEL LAPPED ..y ,:., .,• v ; •p Q
C3) 1/2 "X8" ANCHOR BOLTS CONTINUOUS III �r�r;..�'at �'" ;,, "'►'SA':: a s''r;;;' �:• r;.
II WITH WALL REINF.
CMU FILLED 11 11
or (3) 1/2 XS J-BOLTS
8
MIN. ro" EMBEDMENT *: :� ' � ' " .; C�,� �,':�•c�r �t c Z O
L .. - .;. ,•.�. 1•,, -� , '
W/ 2 "X2'XI/8 WASHER ,AND _ _ _ _ — — — — n
— — — — 6' Pve CHASE
EXT. FRAME WALL TO NUT SPACED EVENLY' FROM - — — — — 3° MIN coAR CONT. 0
BLOCK WALL CONNECTION FLOOR TO BOND PERM. SET T1'P. j�Ek3,gjz LAP TYP. FLODR DECfGING
ER
IN JOINTS PRIOR TO 1FILLING. 'a CORNERS(SLEEVED ANCHOR IIN SOLID GROUTED #5 CORNER BAR ATTACHMENT TO FLOOR J015T
POUR ACCEPTABLE tRETROFIT) 2-#5'5 REBAR 1 STORY CELL ALL LAPS 25" MIN. EA. SHEET TO BE GLUED AT ALL
3-#5'5 REBAR 2 STORY EXP05ED JOIST
TYP. REBAR LAP
GROUTED TIE TO HORZ. BARS
Af P-,AGE ROOF INF-O MATION #a6 GUN
NA-r S 4"OM .0 #8d 1
GUN NAILS �
BOND BEAM z 8" MIN. EMBEDMENT '� (o O.C. IN FIELD
TIE TO HORZ. BARS BRG. HT. _ .
TOP 4 B
VARIES 1 1/2 " MIN.
8" MIN. EMBEDMENT GOVER POURED LENTIL @
GROUTED
U.11 BOND BEAM _ BARGG. HT. ' Ce ;, CONT. (TYP) N W ;
HORZ.
HORZ_ REINFORCING VERT. REINR REINFORCING U *5 VERT. REINF. -'� SIDES• '
(" HOOK IN GROUTED (0 HOoK PRE -CAST HDR. Z LLI Z Z O
IN GROUTED CELL 2X� GARAGE DOOR BUCK W/ Z
CELL (3) 1/2"XS" ANCHOR BOLTS @ U b
If .1 1 �ba or (3) 1/2"XS" J-BOLTS
cLEANOUT REQ'D (o" EMBEDMENT MIN. -0O : : T1'P. EXTERIOR SHEATHING
-� FOR GROUT LIFT 5" CMU FILLED �/ 2 "X2 "X1/� LUASHER AND _
' > 5 FT. UNLESS CELL (TYP.) NUT SPACED EVENLY FROM ATTACI-IMENT FOi� ROOF SI�EATI�ING
CLEANOUT REQ D HORZ. FOOTING DWL IS - FLOOR TO GARAGE DOOR HDR. @ @NOTE:
,a .' •. " FOR GROUT L [FT RE INF0RCING .
5 FT. UNLESS NOT REQV. IN JOINTS PRIOR TO FILLING. WHEN GLUED TO ROOF M M 3 �'
6 HOOK
HORZ. REINFORCING Z_ V FOOTING DWL IS 3" MIN. 1-2X6 PT BLOCK CENTER OF (011-8" 'a EDGE5 4 101'-1211 IN FEILD
(0 HOOK 111 NOT REQ'D. - — — — COVER
— DOOR HEADER W/C1)
HORIZONTAL/VERTICAL REINFORCING O HORIZONTAL/VERTICAL (1) 1/2'XS" ANCHOR BOLTS
C U Cj REINFORCING BRG. CHANGE or (1) 1/2"X8" J-BOLTS TYf=. EXTERIOR SHEATHING ATTACHMENT
(o" EMBEDMENT FOR SHEAR AND UPLIFT
W/ 2 "X2 "X1/8 WASHER AND NUT ( O.S.B. TO BE STRUCTURAL_ GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
ARE NOT REQUIRED EXCEPT AT OPENINGSvv
1 9®0
BAKERS
CROSSING
LOT#79
'HASE#2
MONOLITHIC
�LOC]K
�ETA��LS
NOTES
DATE: 12 /17 /0 3
SCAT: W ■ 1'-O'
SHEET
Di OF 5
2X4 5U5-5AND a 2X4 SUB-BANp HURRICANE STRAPS 2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE5,WAVERLEE WOODS 2"X4" BLOCKING
FEILD STREAM
2Xro SUB-BANp 10 FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
LAKE KEHOE,CYPRESS HEAD 2Xro SUB-BANp ow 2Xro 5U5-5AND 4'-0' O.G. MAX METAL LATH
ALOMA WOODS LAKE KEHOE,GYPRESS HEAP 0—ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" 085 OR -(/5" TEXTURED
ASPHALT SHINGLES. 1/16" 055 SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION METAL DRIP EDGE OR 1/2" PLY. W/ 15# FELT
-1/IroOSB. SHEATHING FIBERGLASS SHINGLESll_ _ R-19 INSULATION
ON #15 FELT OVER I
OR 1/2 PLY. -1/1ro 055. SHEATHING � TO " T GLUED WOOD 2X4(CONT.)
HURRICANE STRAPS SEE TRU55 ENG. ROOF TRUSSES
(SEE TRU55 PLAN METAL DRIP EDGE FOR PROPER 24" O.C. 4 NAILED
FOR CONNECTOR) I 1/2" CLG BOARD 4 TEXT_
METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 5PF STIFFBAGK AT BRACING META-Iro
LL UPRIGHTS OVER 4'-10" EMBEDDED
O C'U#5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP
1>C2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT IJ2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH
so -
a" LINTEL BLOCK FILLED ° ° li/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) -i/1ro" 0.5.8. SHEATHING TEXTURED
INSULATION CMU'S TEXTURED
PRE -CAST LINTEL 1/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD - FINISH
FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY.
ALUM. WINDOW 7/16" OSB SHEATHING OR I/2" PLY_ __..
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FOR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARp 4 TEXT. TWO STOR�
PRE -CAST SILL IJ2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR MSTA-24 24" O.G. MAX _ tt��
all CMU R-4.2 INSULATION O (1/'5 CONT. FOER HD56
SIZEAN
1;X2 P.T. FURRING STRIPS HETA- Iro 1X2 FURRING STRIPS �� BAND [DETAIL
FLR JST TO BLK ALUM. WINDOW 3/4
TEXTURED FINISH 1/4" UuOOD BASE S° LINTEL BLOCK FILLED u
SEE FLRJELEV FOR DES. SILL
1/2" DRYWALL
-i/iro" 055 SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER 14*1
FELT BARRIER f= RE -FAB TRUSS
ry ALUM. WINDOW FLOOR JOIST/
6"Xro" #10 WWM SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG_ BOARD 4 TEXT.
OR FIBER MESH SEE FRAME PLANS
1REINFORCEMENT FOR JOIST TYPE SP / -4 32" O.C. '� STUD 2X4 DBL. TOP PLATE
PRE -CAST SILL CONC. SLAB OVER CLEAN,
HETA-lro"� 32" O. C. MAX 1/2' CLG. BOARD 4 TEXT 1/2" DRYWALL
COMPAGT,TERMITE TREATED O 0i#5 CONT.
z zul 8" CMU SOIL OVER ro MIL VIS. VAPOR S" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS
0 1'-4" 2! #5 CONT. BARRIER,W/roXro #10 WWM (FILLED) 2X4 CONT. STRESS 16 11 O.C.
U no BLOCKING MID-uJALL
TEXTURED FINISH 1/4 — ° ° 1/2" DRYWALL
WOOD BASE (TYP.) PRE -CAST LINTEL
2X4 PT. PLATE
QIx,—x ALUM. WINDOW 5P-4 32" O.C. @ STUD 1/2 "X9" A.B. 32" O.C.
z SEE FLR./ELEV FOR DES (WHEN UPLIFT)
TAP. WALL SECTION SILL EMBEDMENT
BLK. 1- STOR*1' O WOOD BASE (TYP.) CON(. SLAB z
ro"Xro" #10 W.W.M. PRE -CAST SILL '""
z [k 3 #5'S CONT OR FIBER MESH CONC. 5LAB 2 #J'S CONT. 411 4" "
w z Lu REINFORCEMENT 11-411 m
8 CMU ro MIL vl5
p m � 11-8" � - STORE
VAPOR BARRIER
TEXTURED FINISH 1/4" ro INTERIOR BEARING WALL
T�1'P. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY
ASPHALT SHINGLES OVER p u p0 NOT INSTALL CONNECTORS.
#15 FELT ON 7/lro" O.S.B. VX4" 15LOCKING Q
SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 -STOF Y c� Z
METAL DRIP EDGE 4'-0" O.C. MAX
" # 2X4 DBL TOP PLATE
roXro10 W.W.M.
2X4 SUB-BANp @ O O RE INFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRU55 ENG. 2x4 METAL STUD
FEILD STREAM ROOF FRAMING W/ CONNECTORS z 24" O.C.
2Xro SUB -BAND a FOR PROPER w l
Z L
LAKE KEHOE,CYPRE55 HEAD BRACING (SEE TRUSS PLAN) N 0 O (3) #5'5 CONT.
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE u m u
WRAPPED/ALUM FINISHED FASCIA 24" O C 1/2 DRY WALL
ENG. GABLE TRUSS iz-19 INSULATION CRIPPLE STUDS � FIRST FLOOR BL_OC,<
2X4 5PF 5TIFF5ACK AT SECOND FLOOR FRAME -1/lro 0.5.
ALL UPRIGHTS OVER 4'-10" UUMM 1 0 m 1 11 -- " 2X4 lro" O.C. MAX
(SEE TRUSS ENG. FOR SIZE)
/S" TEXTURED FINISH = HEADER (SEE PLANS)
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 Pt.
2 X4 NAILER �� CONT, 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH
/ � O.S.B. SHEATHING �� �� BT. PLATE
OR 1/2" PLY_ LA (2) LAYERS 1/16 SP-4 32" O.G. STUD 2X4 DBL. TOP PLATE ATAOLV�DR• META 1/2" X 9" A.B W/
OF H FVE' E .:�. ;; MIN. 6 EMBEDMENT
0.5.8_SECURE EA, LAYER I/2 DR1'UJALL 2 DIA. WASHER
2x4 P.T. PLATE W/ ° W/2 Sd,S S"-12" O.C. HDR. STUDS)/JACK(S) ® "` ` 32" O.G. MAX
1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 RE
CONT.
MIN. roll EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12
W/2" DIA. AT 32" O. C. 32" O.C.MAX STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS v1(0" O.C. r.•:�
SECURE TRUSS TO 2Xro W/ KING STUD(S) 5P-4 BLOCKING MID -WALL
TOP 4 BOTTOM)
2 3/4" T 4G SUBFLOOR �R;
� ro��-8�� GONG. FILLED LINTEL w�..•:1, ,,
PLYWOOD TO TRUSS NAILING BLK. REINF. WITH(ll#5 ROD ( GLUED NAILED
4" 0. C. a EDGE
ro" O. C. a IN FEILD
8" CMU 1x2 P-t. FURRING STRIPS SHEATHING OVER 2X4' FLR• JST. SIZE SEE FRAME PLAN
TEXTURE FINISH
-00 R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR• STUD TO-00 CLG. BOARD 4 TEXT.
let FLR. STUD 2X4 DBL. TOP PLATE 1.000D FRAME TO BLK.
1/2" DRYWALL - _ _ —IT- _ _ _ — — _ _ =I M5TA-3(o 32" O.C. I/2" DRYWALL
2X4 WOOD STUDS
I I I I I 2X4 CONT. STRESS l� " O.C.
WOOD BASE I I I I I I BLOCKING MfD-uJALL
II II
2X4 PT. PLATE
NAIL PER SCHEDULE/ SP-4 32" O.C. � STUD 1/2"X9" A.B. 32" O.C.
._ I I I I 1 I BOLT PER FND. PLAN MIN. roll EMBEDMENT
z
.)7777
ro"Xro"' #10 W.W.M. CON(. 5L AB z - } (L
" 4" 2X4 COLLAR TIE 2X8 RIDGE
0 0 OR FIBER MESH 4ci
z REINFORCEMENT + TAP EXTERIOR Of=ENINr-_; IN FfRAt-IE 3 #5 s CONT. 1 -8 = EVERY OTHER RAFTER
} z pi 2Xro RARE OfK
o o }
u m U 2 #5 CONT_
u
m
T'I'P. WALL SECTION
2 -STORM' 2-12d EVERY TRUSS 3-12d RAFTS
BEARING WALL 1Xro NAILER 3-1201 TO NAILER
&,11NNTER10f;P,
OTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
7/lro" O.S.B. I AZ
OR 1/2" PLY. 1X8 NAILER
-12d EVERY TRUS
BLK. i-STOR�r (GABLE) MINIMUM WALL AND HEADER CONS. 1=RAYING DETAIL/v /
STUD REQU1R M NTS uc
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
0'-0'
4'-11 1/2'
T-Il 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
I
2
3
NUMBER OF FULL LENCGHT STUDS
2
AT EACH END OF HEADER
1
3
BAKERS
'ROSSING
LOT#79
'HASE#2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 12 /17 /0 3
SCAT: 1/4101-0'
:SHEET
D 2 OF 5
# IOOO UFL IFT
SIMPSOM MTS-12
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 UF1_ IFT
(2)SIMPSOM MTS-12
ONE EA. SIDE OF TRL
OPP051TE SIDE Or E
111/1 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
-RUBS
FINISH m LANDING
5 BOND BEAM
TAP CONS
MIN. 2" COvER
2" APART
TRUSS ANCHOR DETAIL-fRETRODIT
9" MIN.
LESS THAN 10"
REQUIRES
I' NOSING
DBL 2X12
FLOOR JOIST
3/4' PLYWOOD
WITH 4 IroO
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/5" MAX. VARIATION IN ANY RfSER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO HE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPAB 1 L I TY
WINDERS- MIN. 6' WIDE m NARROW END
MIN. 11' WIDTH m 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE
2X4 STUD
7/16' OR 15/32' 0.S.5.
W/�/6' TEXTURED
" FINISHED OVER
GALVINIZED METAL - —
PAPER BACK LATH
SIMPSON H-5 (MIN.)
a 2X4 TO TRU55
PRE. ENG. TRUSS
2X4 5TM.PLATE
3/4' PLYWOOD
2X12 TREAD
CUT TO F I'T
1X8 RISER
JLESS THAN 4" TYP,
BETWEEN SPINUDLES
5P4 OR H-5 TOP PLATE TO 5TUDl5
2'-0' ASV. 10'-0' LEVEL TO ROOF
OR 2'-0' A5V. HIGHEST RIDGE WIITHIN 2'-0'
10' -0'
FRAMED CRICKET
HANC
1/2' G
IX
1' N051NG TYP.
m �
r
STA I SECTION D TA I S
PRE. ENG. TRUE
IX2 PT.TOP OF
DBL. TOP PLA
1/16' OR 15/32'
Wri/8' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER SACK 1
C�411'INE"' DETAILS
CRICKET
SIMPSON H-5 (MIN.)
,,— s 2X4 TO TRUSS
SE CT I ON
V-5-1/2"
FLAN VIEW
FROM TRUSS
:)5L. PLATES A5V.
q
3(o" MIN. FINISH
STAIfR UJIND fR [DETAIL.
ASPHALT SHINGLES OVER
" 15 FELT ON 1/16' O.S.H.
(2) 2X4 02 ND SYP DIAGONAIL BRACE
W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 HLOCKING FIRST 2 HAYS
(2) 10d �IIAIL5 -REND
TO TRUSS
2x4 SYP' STIFFHACK
AT ALL UPRIGHTS
OVER 4'•-10'
1/16' 0-55 SHEATHING
USE 8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2Xro PT. PLATE XOLT W/ 1/2'X9 A.B. COMMON
(W/ 2' DI/A. WASHERS) m 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' afc.
NAI CONT. RAT RUN TO INBULATION
TRSS W/ l2) 12d m EA. TRUSS R-19 MIN.
1-+'S RE5AR CONT. 2X4 SPP RAT ADJAC NT
TO DIAGONAL BRACE.
0'-0" TO 30'-0' (1) 'X' 5RACE
30'-1" TO 60'-0" (3) 'X' BRACE
N 'x' 5RACE @ CENTER)
(2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END)
ALE END CF;Z),Oss 5RAC INS 1- STO��'
2X4 SECURE TO 2X4 5LK W/2-12d
SECURE TQ 5LK W/ META-16
`2X4X4' SECURE TO TRU55 W/ 3-12d
6'-8' O.C. MAX TYP.
2x4 5LK SECURE THRU TRUSS W/3-12de
--l-ER EN'G'D TRUSS 24' O.C. MAX
21-011 EXTEN51ON e OFT SERVICE DR.
N.T.S.
METAL LATH
1/16" 055 OR TEXTUREDOR
1/2' PLYWOOD FINISH 1/2" PLYWOOD
W/ 15# FELT W/ 150 FELT
2X6 (CONT.) 2XG (CONY.)
2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
SIMPSON EXPANSION O/ERILAP
HETA-16 JOINT CAULK
SIMPSON
GMU'S HETA-'1(o CMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO STORY TWO STORY
FIRST FLOOR BLOCK
SECOND FLOOR ERAMINC-z
(2) 2X4 02 ND SYP DIAGONAIL 5RACE—
W/ 3-12d m EA TRUSS ( DIAGONAIL E3RACE
TO COVER 5-TRUSSES
2X4 IBLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' OSB SHEATHING
USE 8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 a 32' O.C. MAX
SHEATHING NAILING TO BE
6'-&' O.C. IN FIELD
4' O.C.®ALL EDGES W/8d NAILS
ASPHALT SHINGLES OVER
M 15 FELT ON 1/16' O.S.B. —
1/2' CLG. DOARD �7RU86� 4" o.c
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d m EA. TRUSS R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
D5L TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 STM. PLATE
iUB-FLOOR
MAILED
HETA-16' FLR JST TO BLK� \--FLRTRU55
ZE]
I-S REBAR CONY.
0'-0" TO 30'-0' (1) 'X' 5RACE
30'-1" TO 60'-0" (3) 'X' 5RACE
(1 'X' 5RACE a CENTER)
(2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END)
eAE3LE END CROSS 5RACINe 2 = STO P'
EC 1 9 2003
BAKERS
;ROBBING
LOT#79
CHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 12 /17 /0 3
SCAT : V41011-01
SHEET
D OF' 5
a
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 6IZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 tAPCON
MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5IZE.145
8' FROM EACH END AND 10' PRECAST HEADER(MIN) MIN HEAD SIZE 300
O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/41)
8' FROM EACH END AND IS'
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT
OR DRIVE PIN (MIN SHANK SIZE.145 EXISTING BLK ABv.
MIN HEAD SIZE 300 LESS THAN 2 X S (MIN 2 X 3) 2-3/16 tAPCON ® 1/4'TEXTURED FINISH
MIN EMBEDMENT I I/41) 16' HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145
8' FROM EACH END AND 18' MIN HEAD SIZE 300 �/8' TEXTURED FINISH
O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING
8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 1(o' 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.)
OR DRIVE PIN (MIN SHANK 5IZE.145 Z/16' OSB SHEATHING 2 X SOLf,7D BLK'G a ARCH
MIN HEAD SIZE .300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END
MIN EMBEDMENT 1 1/49 2X4 BLOCKS GLUE E NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPEC'S.
8' FROM EACH END AND IS' MTL WDW FRAME
O.C. MAX. MIN 1- 1/4' EMBEDMENT CMU WALL
NOTE: NO GAP g WDW FRAME
TO EXCEED 1/4'
� AfRC�4UJA*� DETAIL CUTAUJA�
NAILING SCHE®ULE ALL NOTES IN REFERENCE
ROOFDIAPHRAr'' TO FLORIE>A BUIL®ING
USE 1/16' 0.5.5. OR 1/2' PLY WITH 08 CAN NAILS AT 4' O.C. AT
2 X 4
SUPPORTED PANEL EDGES AND 08 GUN NAILS AT 6' O.C. AT' C0®E 2001
CMIN 2 X 3) 1-3/16 TAPCON
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
OR DRIVE PIN (MIN SHANK SIZE.145 PRECAST HEADER(MIN) ROOF SHEATHING TO GA15LE END FRAME
MIN HEAD SIZE 300 DBL. TOP PLATE USE re GUN NAILS . 4' OjC.
MIN EMBEDMENT 1 1/4') 1/5" TEXTURED FINISH EXTERIORSHEATHUJG SITE PLAN NOTES
8" FROM EACH END AND 18' USE PANEL SIDES ANNDD +e GiN NAILS 14'' OC OP i a�� O.C. AT
SECURE 2 X RIP TO FIT MORE THAN i/I6' OSB $I-}E,[�,j'HINC� PANEL AND 4e GIAI NAILS AT 6' Off. AT IJ LOWEST SLAB AT LIVING AREA SHALL 6E MINIMUM 18' ABOVE
O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12d5 6'-S' O.C. MAX. INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16' HIEGHT. 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) NOTE. ACCEPTABLE FASTENER LS SHALL FROM ANY MANUFACTURER ITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED . BE
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
OR DRIVE PIN (MIN SHANK 8IZE.145 2 X 4 (WHEN OVER 1(o' IN HIEGHT.) NAIL REQU11REMENT5 ABV.105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
MIN W;=A0 A17F 30)O) OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
MIN EMBEDMENT 1 1/4'J
8' FROM EACH END AND
O.G. MAX. MIN 1-1/4" EMBEDMENT
i/16' OSB SHEATHING
2 X SOLID BLK'G g ARCH
SECURE W/2-12d EACH END
ATTACHMENT PER MANUFACTOR'S SPECS.
SIZE
HEAP
LENGHT
DiA
TENSIL STR
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN oFF-SITE DRAINAGE FACILITY.
ed
ROUND)"toDIFIED
OR T
1 1/8,
.113
110,000
lOd
2 I/8'
1zs
nm00�
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4') CMU WALL
8" FROM EACH END AND 18'
O.C. MAX. MIN I-I/4' EMBEDMENT
f { ` II
/>��1AND UF
�MTL WDW FRAME
toNOTE.- NO GAP a WDW FRAME
O EXCEED I/4'
� DETAIL
�
�i LAND5C.AP'IrvC3 INCtKICZAI1Vry =M-11MI, CIO.. OMA1L C..VIVrV1a"1 IV LVC.AIL
NOTE: NAILS TO BE MFG BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAYING JURISDICTIONS AND
/SSTTAPPLLE,NAIL 44 TOOL ASSOCIATION C AS SELECTED BY BUILDER.
G E N E RA NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DCRITERIA: PLUMBING NOTE S
I. BUILDING CODE REFOR QUIRMENTS FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (F ERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (I) AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'B'
6. INTERNAL PRESSURE Co -EFFICIENT 418 THRU -15 2) WATER LINES SHALL BE CPVC.
2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
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 NINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A61(a OR 611, GRAPE 40
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DESIGN LOADS
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
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 STRUCTUAL 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
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
6. TRUSSER RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
A. PRE-ENGINEERED WOOD TRJUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION. If) No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
1. GARAGE DOOR RIDGES.
A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST. 12) SfZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001
B. SHINGLEASTM Py--225, UNDERLAYMENT TO B6 E ASTM D-22
STSTA��N^^DyyARD
1-L.JU N L_✓ATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
I. FOUNDATION DESIGN BASED ON 2000 P.S. MIN. ALLOWABLE BEARING BLOCK NOTES
PRESSURE.
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM 090 AND C145 AND SHALL
DBL. TOP PLATE
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRE561VE STRENGTT OF IWO PSI.
MORTAR
DBL. TOP PLATE
B
DBL. TOP PLATE
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
METAL ACCESSORIES
AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
DBL. TOP PLATE
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. ASTM Ae2 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
B. A8TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE 05 DOWEL BARS W/ A (o' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
2X4 16' O.G. MAX.
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO BALT CORROSION SHALL
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
2X4 16' O.C. MAX.
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS ASTM A90.
MASONRY WORK, GENERAL:
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. MORTARJ FORUNITS EXTEND
RLL6 HOLLOW
AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL AGE JJOINTSOLID ONRTYHE
SECURE 2X4
7. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING COVE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
TO WOOD W/2-12d
2. BED AND HEAD JOINTS SHALL BE 3/5' THICK
ROOF LIVE LOAD: 20 PSF
WIND LOADS: IN ACCORDANCE W/FLORIVA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION-
6'-5' O.C. STAGGERED
SECURE 2X4
PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, TI GAGE HORIZONTAL
TO WOOD W/2-12d m
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
6'-S' O.G. STAGGERED
8. FOOTING REINFORCING SHALL BE 2-M5 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN fro' O.C.
BT. PLATE
3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER BARS OR BEND REBAR. LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BARS.
5T. PLATE
MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME DELL THEY MAY BE BUNDLED.
SECURE 2X4 W/2-3/16' TAPCONS
3. SPLICE LENGTHS 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL MINIMUMLL BE A SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
OR DRIVE PIN (MIN SHANK SIZE.145
FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A611, OR A706.
MIN HEAD SIZE 300
IIIIII
SECURE 2X4 W/2-3/16' TAPCONS
10. FINISH 51-AIB TO BE 8' ARV. FINISH GRADE
MIN EMBEDMENT 1 1/49
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300
EXCEED 16' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
WITHIN S' OF EACH END NOT TO
MIN. 2-12d PER BLK EA. END
EXCEED IS' O.C. MAX.
1/2" PLYWOOD
OR -1/16' O.S.B.
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/ 1/2' PLYWOOD
MIN. 2-12d PER BLK EA. END OR 7/16" O.S.B.
TE fP-, f C A C;PUUA� W/UJf ND OW
Biiii■- RS
CROSSING
LOT#79
PHASE#2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 12 /1Y7 /0 3
SCALE: 1/4'•l'-®'
SHEET
D40F 5
1
2 X 4: 2 X 4: ® *NOTE*
® SECURE TO BLOCK •NOTE• 2 X 4. ® STRUCTURAL 2X MUST BE ON OUTSIDE 4
SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE SECURE TO BLOCK
W/3/16' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16' TAPCONS OR DRIVE SECURED THROUGH NON-STRUCTURAL
PIN (MIN SHANK 51ZE.145 SECURED THROUGH NON-STRUCTURAL
PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 PIN (MIN SHANK 51ZE.145 MEMBER ll'X O I . 1-1/ O.S.B.) WITH
MIN HEAD SIZE .30ID MEMBER C1'X OR . 1-1/ ' EMBEDMENT
WITH MIN HEAD SIZE 300 I3/16'NTO TAPCON MIN. 1-I/4' EMBEDMENT
MIN EMBEDMENT 1 1/4) 3/16' TAPCON MIN. i-i/4 EMBEpMENT INTO BLOCK,
MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/49
WITHIN 8" OF EACH END 4 15' O.C. MAX. SPACING. WITHIN 6' OF EACH END 4
15' O.C. MAX. SPACING. 18' O.C. MAX. SPACING.
IX4 P.T. OR 5/4' X 4' MIN. 2 X 6: CEKI
SECURE THUR FRAME AND 2 X 6: ® SECURE TO BLOCK 2 X 6:
EXTEND 1-1/4' INTO BLOCK SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE SECURE TO BLOCK
W/3/16' TAPCONS OR DRIVE W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK 51ZE.145 PIN (MIN
SHANK I OR DRIVE
PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300
PIN IMIN SHANK SIZE.145
MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300
—1/2' DRYWALL MIN HEAD SIZE 1 1/ MIN EMBEDMENT 1 1/4')
MIN EMBEDMENT I I/4') 8• cm U � � � � MIN EMBEDMENT 1 I/4") WITHIN 8" OF EACH END d WITHIN 8' OF EACH END 4
WITHIN 8" OF EACH END 4 1 X4 OR 1 X2 P.T. NAILER WITHIN 8' OF EACH END d IS' O.G. MAX. SPACING. IS' O_C. MAX. SPACING.
18" O.C. MAX. SPACING:. ---DOOR CA51NG IV O.C. MAX_ SPACING.
2X8: ® f
SECURE TO BLOCK 2 X 8:
NOTE:: 2 X 8: ® W/2-3/16' TAPCONS OR DRIVE 1/2' DRYWALL SECURE TO BLOCK
SHIM AS NEEDED SECURE TO BLOCK 1/2' DRYWALL PIN (MIN SHANK SIZE.145? 8' CMU— 1'X4' OR I"X2" P.t. NAILER W/2-3/16' TAPCONS OR DRIVE 1/2' DRYWALL
DOOR JAMS TO PLUMB JAMB W/2-3/16' TAPCONS OR DRIVE 8' CMU - PIN (MIN SHANK SIZE.145 8' CMU - 1'X4' OR 1'X2" P.T. NAILER
P,
ATTACH TO 2 X p0 NOT EXECED 1/4'. PIN (MIN SHANK 51ZE.145 I"X4' OR 1"XV P.T_ NAILER MIN HEAP SIZE 300 MIN HEAD SIZE 300
PER MANUFACTOR'S DETAILS. / POOR GASING MIN.)
MIN HEAD SIZE 300 POOR CASING WITHIN 8MOFp AGNH END' 4 I'DO X l4' MIN.)
MIN EMBEDMENT I I/4') POOR CASING
,{ / ,{ MIN EMBEDMENT 11/4') 18' O.C. MAX. SPACING. WITHIN 8" OF EACH END d
L OR l DOOR JAMB NOTE' 18' O.G. MAX. SPACINGS.
WITHIN 8" OF EACH END d DOOR JAMB NOTE:
SHIM A5 NEEDED DOORJAMB NOTE:
18' O.C. MAX. SPACING=. SHIM AS NEEDED � SHIM
PLUMB JAMB
WINDOW /4 0R / OR WINDOW OR WINDOW TO PLUMB JAMB SHIM AS NEEDED
TO PLUMB JAMB OR WINDOW
ATTACH TO 2 X DO NOT EXECED 1/4". ATTACH TO 2 X DO NOT EXECED 1/4'. ATTACH TO 2 X
PER MANUFACTOR'5 DETAILS. PER MANUFACTOR'S DETAILS. PER MANUFACTOR'S DETAILS.DO NOT EXECED I/4'.
JXM5 TO 5L=OC,< +1=1/2 " � =DOOR JAMS TO E5L0C +1=15/1611 =D00F J,4M5 TO LOC,< +2 1/411
WINDOW TO 5LOC< +1=1/211 UJINIDOW TO E3L0C WINDOW TO E3L0C +2 1/4"
2 X 4: ® 2 X 4: ® 2 X 4: Cgj
SECURE TO BLOCK •NOTE• SECURE TO BLOCK SECURE TO BLOCK •NOTE• 3 2-2 X 4:
W/3/16' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16' TAPCONS OR DRIVE W/1/4" TAPCONS OR DRIVE SECURE TO BLOCK -NOTE,
PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 STRUCTURAL MUST OUTSIDE 4 W/1/4' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4
MIN HEAD SIZE 300 MEMBER (1'X OR 1/16' OS.B.) WITH MIN HEAD SIZE 3MEMBER (l'X OR "1/16" O00 MIN HEAD SIZE 300 SECURED THROUGH NONN . STT S.B.) WITH RUCTURAL PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL
MIN EMBEDMENT 1 1/49 3/1(o' TAPCON MIN. 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/49 MIN HEAD SIZE 300 MEMBER (I'X OR �/16' O.S.B.) WITH
WITHIN S' OF EACH END 4 WITHIN 8'
INTO BLOCK OF EACH END 4 WITHIN 8' OF EACH END 4 INTO BLOCK- MIN_ I-I/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 1/4' TAPCON MIN. 1-1/4' EMBEDMENT
INTO18' O.C. MAX. SPACING. 15' O.G. MAX. SPACING. IS' O.C. MAX. SPACING. WITHIN 8' OF EACH END 4 INTO BLOCK
2 X 6: ® 2 X 6: ® 2 X 6: ® 18' O.C. MAX. SPACING.
SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 2-2 X 6:
W/2-3/16' TAPCONB OR DRIVE W/2-3/16" TAPCONS OR DRIVE W/2-1/4' TAPCON5 OR DRIVE SECURE TO BLOCK
PIN (MIN SHANK 5IZE.145 NOTE' PIN (MIN SHANK SIZENOTE' .145 PIN (MIN SHANK SIZE.145 W/2-1/4' TAPCONS OR DRIVE MIN HEAP SIZE 300 SHIM AS NEEDIED MIN HEAD SIZE .300 SHIM AS NEEDED MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145
F1
MIN EMBEDMENT 1 1/4") TO PLUMB JAMB MIN EMBEDMENT 1 1/49 TO PLUMB JAMB MIN EMBEDMENT 1 1/49 MIN HEAP SIZE 300
WITHIN 8' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 8' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN S' OF EACH END 4 MIN EMBEDMENT 1 1/4')
18' O.C. MAX. SPACING. 15" O.C. MAX. SPACING. 18' O.C. MAX. SPACINGS. WITHIN 8" OF EACH END 4
2 X 8; ® 2 X S: ® 18' O.C. MAX. SPACING.
SECURE TO BLOCK SECURE TO BLOCK 2 X 8:
W/2-3/16" TAPCON5 OR DRIVE --1/2" DRYWALL W/2-3/16' TAFCONS OR DRIVE 1/2' PRYWALL SECURE TO BLOCK 2-2 X 6;
8' CMU S' CMU— W/2-1/4' TAPCON5 OR DRIVE 1/2' DRYWALL SECURE TO BLOCK
PIN (MIN SHANK SIZE.145 1 X4 OR I X2 P.T. NAILER PIN (MIN SHANK SIZE.145 1 X4 OR I X2 P.T. NAILER
8' CMU � � " � W/2-i/4' TAPCONS OR DRI -'-1/2' DRYWALL
MIN HEAD SIZE .300 MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 1 X4 OR I X2 P.T. NAILER CMU 1'X4" OR 1'X2' P.T. NAILER
MIN EMBEDMENT 11/4') --DOOR CASING': MIN EMBEDMENT 1 1/4') —DOOR CA51NG MIN HEAD SIZE 300 f/16' 0.6.B. X C4' MIN.) PIN (MIN SHANK SIZE.145
WITHIN 8' MIN EMBEDMENT 11/4'J
OF EACH END 4 WITHIN 8' OF EACH END 4 MIN HEAD SIZE 300 11P.T. X (4' MIN.)
18' O.C. MAX. SPACING. 15" O.C. MAX. SPACING. WITHIN 8" OF EACH END 4 MIN EMBEDMENT 1 1/4')
DOOR JAMB DOOR JAMB IS' O.C. MAX. SPACING. DOOR CASING WITHIN S' OF EACH END 4 POOR CASING
OR WINDOW 2NP 2x SECURE TO 5TRUCTUAL MEMBER OR WINDOW DOOR JAMB 15' O.G. MAX. SPACING.
ATTACH TO 2 X W/ (2) 12d WITHIN 8' OF EACH END ATTACH TO 2 X NOTE:
OR WINDOW NOTE:
6" TO 8' O.G. MAX SHIM AS NEEDED DOOR JAMB SHIM AS NEEDED
PER MANUFACTOR'S DETAILS. PER MANUFACTOR'S DETAILS. ATTACH TO 2 X TO PLUMB JAMB ATTACH TO 2 X TO PLUMB JAMB
PER MANUFACTOR'S DETAILS. DO NOT EXECED 1/4'. PER MANUFACTOR'5 DETAILS. DO NOT EXECED 1/4'.
_ DOOF, JAMS TO FLOC,< +311 8=EDOOfP, JAME3 TO E3LOCf� +3"(4_[DOOfR JAME3 TO 5LOGf<'� +3 =1/1(" S_DOOR JAME3 TO E3LOC,< +3 3/4II
LUNE)OUJ TO BL0C,+3 1'- UUINE:)OW TO E3LOC,< +3II WINDOW TO E3L=OC:< +3=1/161I WINDOW TO E3LOC< +3 33/411
(WI NON-STRUGT RAL MEME3ER TO OUTSIDE)
BAKERS
ROSSINC
LOT#79
PHASE#2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 12/1"7/03
SCALE: 1/4' ■ 1'—m'
SHEET
D 5 OF 5