HomeMy WebLinkAbout223 Clydesdale Cir 04-315 New SFHCONTRACTOR
ADDRESS
D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
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PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
0
SUBDIVISION
PERMIT #6S® �!) IS DATE
PERMIT DESCRIPTION k Q 0 -
PERMIT VALUATION ® �,
SQUARE FOOTAGE
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DESIGN CRITERIA:
• FLORIDA. BUILDING CODE (FBC) 2001
*OCCUPANCY- RESIDENTIAL - GROUP R
• CONSTRUCTIOlN TYPE— VI
• 2—STORY RESIDENCE: BLDG HGT 23'-6"
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 BEARIING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALIL 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 P1SF, DEAD, 'LOAD 17 PSF
WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGfION, 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.-•LOPSF DEAD
FLOORS ® NON -SLEEPING )AREA. 40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10P'SF DEAD
DECKS-40PSF LIVE IOPSF IDEAD
STAIRS-40PSF LIVE 1OPSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (ISM/S)= 120
D. INTERNAL ,PRESSURE . C0--E'FFICENT=+ .18
E. 'YBUILDING 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 TFZUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001 EDITION.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABRECATION.
7. GARAGE DOOR/ WINDOWS/ DOiOR.
A. ENGINEERED FOR 120 MPH[ 3 SEC.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED B,Y MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED 70 PERMIT PACKAGE BY BUILDER
9 9
PERMIT
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trjjww. drhorton. com
PLUS ,
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INDEX:
PG C1 COVER PAGE D.R. HORTON HOMES
PG 1 FOUNDATION/DOWEL PLAN 6250 Hazeltine National Drive
Ft PG 1A LINTEL SCHEDULE Orlando, FL 32822
PG 113 WIND LOAD CALCULATIONS Tel: (407) 857-9101
PG 2 1ST FLOOR PLAN
PG 3 2ND FLOOR PLAN Fax: (407) 857-9228
PG 4A ELEVAITION "A" FRONT/REAR
PG 4B ELEVATION "B" FRONT/REAR
`€ >> >> • STATE OF FLORIDA
r bi PG 4C ELEVATION „CFRONT/REAR PROFESSIONAL ARCHITECT
PG 4D ELEVATION ::D':„ FRONT/REAR
{ PG 5A ELEVATION A LEFT/RIGHT
' { PG 5B ELEVATION "B" LEFT RIGHT DAMES CANTWELL
r' PG 5C ELEVATION "C" LEFT/RIGHT AR 12079
a /
E PG 5D ELEVATION "D" LEFT/RIGHT
PG 6A TRUSTS PLAN A.B. DESIGN GROUP, INC.
PG 6B TRUSS PLAN 1441, CR.#427 NORTH
` PG 6C TRUSTS PLAN LONGWOOD, FLORIDA 32750
PG 6D TRUSS PLAN Tel: (407) 774-6078 Fax: (407) 774-4078
F� PG 7 ELECTRICAL PLAN
PG 7A ELECTRICAL PLAN
PG 7B ELECTRICAL PLAN
LOT#6)]
PH#21
DATE; 9 /30 /02
SCALE: 1/41=11-01
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MODEL:
792879- L"
BLOCK
9' 4" BRG.
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PLAN
(DATE: 9,/30/03
SCALE: V4'■1'-0'
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MATERfAL� GENERAL
-
.
1. Provide full me
I. r'c precast lintels = 3500 psi. 2. shore Filled lin
2. r'c prestressed lintels = 6000 psi. 3. Installation of
sta
3. r'c grout = 3000 psi w/ maximum 3/W aggregsta
aggregate. 3.
I_n
4. Concrete masonry units (CMU) per ASTM C9. 0 w/ is are ma
vertical cell
r
minimum net area compressive strength = 1900 psi.
lir
5. Rebar provided in precast lintel per 45TM AVE,GR60. 5. nt
«
Field rebar per A6TM A615 GR40 or GR&O. lolgan weth a n
f
6. Frestressing strand A5TM A416 6. E3ottom Field a
i
per grade
270 low relaxation. �. �/32' diameter
8. Gast -in -place
1. 1/32 wire per ASTM A510.
5. Mortar per A6TM C210 type M or S. 9- Safe load ratir
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BAKERS
CROSSING
LAOT#6 -
#21
MODEL:
BLOCK
9' 499 BRG.
LINTEL
SCHEDULE
DATE: 9/30/03
SCi AX : V41oll-ids
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WINDLU"AD CALCULATIONS
t
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3068 DOOR
W/12 "5L
O1/2
54"X24" F.G. W1
RND ABV.
ELEV. "A"
"X30" F.G.
O54
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G54"XIV
RG.
ELEV. "C"
"X16 "X24" F.Cz.
O46
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�J L/ARCHED TOP
ELEV. "A"
O(2) 26-5H
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TRANS AP V.
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24 �
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3050-5H 3050-5H
(2) 3050-5H (TEMP.)
W/ARCHED TOP
ELEV. "A"
a
(2) 3050-5H (TEMP.)
ELEV. '5"VC`
20
(2) 3050-SH (TEMP.)
W1-16'X8"X20"
TRANS ABV.
ELEV. "D"
21
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
1
28
3068 DOOR4
LJ/12 "SL
20.5/ -22.3
24.3/ -26.5
2
16
54"X24" F.C. L/
1/2 RND ABV.
4
21.2/ -23.0
ELEV. "A"
25.2/ -21.4
3
11
54"X30" F.G.
4
21.1/ -23.5
ELEV. 115"
25.8/ -28.0
4
4
54"X10" F.Cz.
4
21.8/ -23.6
ELEV. "Co
25.9/ -28.1
5
1
46"X16"X24"
RG.
4
21.8/ -23.6
ELEV. "D"
25.9/ -28.1
6
40
(2) 26-5H UJ/
W/ARCHED
TOP
4
19.9/-21.1
ELEV "A"
1
38
(2) 26 -SH
4
20.0/ -21.8
ELEV_
C
a?3.8/ -26.0
S
42
(2) 25-5H W1
-12"XS"X20"
FG ABV.
4
19.8/ -2110
ELEV. "D"
23.6/ -25.8
9
E
24
10
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23-5H
4
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20:6/ -22.4
24.6/ -32.1
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11
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21.1/ -22.9
25.1/ -21.3
14
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4
21.1/ -22.9
25.1/ -21.3
15
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5
21.1/ -20.0
OPT.
25.0/ -33.1
16
1-i
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4
21.1/ -22.9
25.1/ -21.3
1-1
18
2-8 DR
4
21.0/ -22.8
OPT.
24.9/ -21.1
18
112
GARACzE
16' X i'
5
18.3/ -21.1
21.7/ - 2 6.3
19
32
(2) 3050-6H
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4
2O.3/ -22.1
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24.1/ -26.3
20
32
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4
20.3/ -22.1
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-26.3
21
42
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4
19.8/ -21.6
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23.6/ -25.5
22
16
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4
21.2/ -23.0
25.2/ -21.4
23
16
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4
21.2/ -23.0
25.2/ -21.4
24
16
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4
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25.2/ -21.4
25
34
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4
20.2/ -22.0
24.0/ -26.2
r
BAKERS
O S S IN40
LO l
MODEL:
79 2879- L99
BLOCK
99 499 BRG.
WINDLOAD
CALCULATIONS
DATE: 9/30/03
SCALE: V4'-1'-01
ail
OCT o 1 0
O KITCHEN
O KITCHEN
\I
1
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n3 HALF BATH
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m DOOR OPTION
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EGRESS 506a S.G.D.
2
7B
OPT.
FIREPLACE
FAMILY LI—I
OWNER'S ROOM
SUITE VAULTED CLG. Ll-I
(CARPET)
(CARPET) L 1-
N
(CARPET) -
N
141-011 1 1 0 S -8 3140 3 -2 111
5'-4' HIGH
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16
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SEE DESCRIPTION
FOR WIN. TYPES.
X `n m MT. TEMP.I
It — — —
SQ.FT.
CALCl
LIVING (15TJ
1108
SO.
FT.
LIVING (2NID.)
1104
SQ.
FT.
TOT. LIMING
2812
SO.
FT.
GARAGE
401
50.
FT.
ENTRY
21
SCE.
FT.
PATIO
54
50.
FT,
TOTAL
3348
50.
FT.
OFT. LANAI
120
50.
FT.
H. W/12'
16'-0" X 1'-0" O.I ID ITE
------------ ------ 2 _5 31-411
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all. 1 _4 I 4 \ — � _ - - W%ARCNEp OP
-0" 5' -8" �'-0" 1'-4" ( (2) 26-6H I
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ELEVATION-B-C
18'-4 0"=411 131-4" (2) 26-51-I
ELEVATION-D
40'-0" W/16' X a" X 20"
TRANS ABV.
IST. FLOOR PLAN
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-(IF NEEDED FOR
SOLID NAILING)
-*,-3/4' KICK PLATE
1 1/4" TREAD
GLUED 4 NAILED-
15R e 71.4"
14T 10"
(3) 2 X 12 SYP STRINGERS J
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S T A I v1\0 DETAIL
1
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BAKERS
CROSSING
MODEL:
99 2 8 7 9 — L99
BLOCK
9' 4" BRA-.
LIST. FLR
PLAN
DATE: 9/30/03
SCALE: V41.1'-0'
SHEET
2 ®]F 7
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4X4 POST EXTENED DN.
FROM 15T FLR TO
SECURE 1/2 WALL
42" 1/2 WALL
W/6" WALLCAP
ELEV. A45:
4X4 POST TO 44'HIGH
ELE �
4X4 POST TO 2X12 5M.
5TS' '
ELEV. "A'
(2) 3050-51-1 (TEMP.)
W/ARCHED TOP
ELEV. "54C"
(2) 3050-51-1 (TEMP.)
ELEY "D"
(2) 3050-SH (TEMP.)
W/-i6"X8"X20" TRANS. A5V.
10'—o" I Ca' —au
23'-2"
r
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3'-6"
30 M -SH 305M-SN
11
6 K/
19'-8° ELEVATION "C" WINDOW LOCATIONS
2ND. FLOOR FLAN
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2 X 4 RE-INFORCING
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—(IF NEEDED FOR
SOLID NAILING)
3/4" KIGK PLATE
11 1/4" TREAD
GLUED 4 NAILED.
15R Q 1.4"
14T Q 10"
(3) 2 X 12 SYP STRINGERS J
2X4PLATE
STAIR DETAIL
BAKERS
7
CROSSING
LOT#61
PH# 2
MODEL:
BLOCK
9' 4" B RG.
LLD FLR
AN
e�
(DATE: 9 /3 0 / 0 3
SCAT: 14101'-01
�3HEET
3 OF 7
Is
23'-6" BLDG HGT
"1/8' TEXTURED
FINISH
GALV. L—PLASHING
1/2'x&' A.B. 32' O.C.
2X6 LEDGE4 W/
(2) L550
2X4 LEDGER ® HT.W/
(2) L95®
ASPHAALT SHINGLES ON h5 PELT 12
fON 1/16' 055 SHEATHING
ON GOVT. PRAME TRUSS
PIE-ENGINNERED
TRUSS 2X4 LEDGER W/
1/2'x&' A.H. 32' O.G.
SET IN W/ SIMPSON HIGH
STRENGTH EXPDXY
6' MIN EM15ED.
m,-4"
BRG.'-F 1 11 r !i
ld
c0
9'-4" RAISED
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2ND FLR \
i %/
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PRE-ENG'D
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301IX30" CAP
f=
17 -4
I
I
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0
11
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CHIMNEY LU/OPT. F.P.
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N-I
F — —
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I
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—LAP SIDING
I
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6
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TEXTURED
C FINISH �
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0-0 _
FIN. FLR. — — — —
4 READ ELEVATION
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1 I'-` 11
BRC3.
9'-4"
FIN. FLR.
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0'-0"
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BAKERS
CROSSING
LOT#61
PH#2
MODEL:
BLOCK
9' 4" B RG.
ELEVATION
c>>
DATE: 9/30/03
SCAT: V41.11-01
SHEET
4 C OF 7
A
s-
111-4° _
BRCx.
9'-411
PIN. FLR.
2ND FLR.
6-o" _
01-011
FIN.
LEFT ELEVATION
RIGHT ELEVATION
FIN. FLR.
OCT 0 1
BAKERS
CROSSING
LOT#61
PH#2
MODEL:
)9 2 8 Q 2J - T ))
BLOCK
9'4'BRGo
ELEVATION
"C"
r�A'TE: J /30 /0 3
8CALL: V4'•l'-m'
SHEET
5 C or 7
s
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I
6
r
IL
•
FLOOR FRAMINC PLAN
NOTE:
# FLOOfR JOIST TO 13LK. SIMPSON
HETA-Irro e END 4 EVERY 32' O.C.
ON PARALLEL FLOOR JOIST.
BM. TO BLK.----
HUGHES NFM 35X12
5M. TO 1P05T C2/"I5TA-24
POST TO SLAB A51,1-66�
TRUSS PLAN
NOTE:
*CONNECTORS TO 5E 6IMP50N U.N.O.
#TRUSS TO F3LK META-16 W/12 -10d X 1 1/2'
#TRUSS TO WOOD MT5-12 W/14 =10d X 1 1/2'
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER ,
2-12d EVERY TRUSS
1X6 NAILER-7
PRE—ENG'D.7
SIMI
M1
2—F
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W-16TA
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5/8' x 7
ANC40R E
24'x24'xl2'
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ON CHAIR:
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OR 1/2' PLY. 2-126 EVERY TRUSS
CONY. FRAMING DETAIL/VALLEY
KNEE WALL DETAIL@ ENTRY
1/2' GONG. 51.AE3
ENTRY COLUMN DETAIL
SHIP DETAIL
1 100
BAKERS
CROSSING
LOT#61
PH#2
MODEL.
BLOCK
994"BRG.
TRUSS
FRAMING
PLAN- AS
DATE: 9/30/03
SCALE: V4101'-0'
:SHEET
6 c OF 7
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GPI
7
- - 7B
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ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
SYMISOL
DEPINITION
NOTES
110V OUTLET
4' LIGHT STRIP
I
uuu
(�1F-J�■
I I
IIOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
FLOURECENT
LIGHT
WRAP AROUND
_
2' FLOURECENT
GI=1
IIOV OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_ _ _ _
4' FLOURECENT
220V OUTLET
®
PANEL
METER
WP.
GFI
EXTERIOR
WATERPROOF
OUTLET
oS.D.
5MOGE
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SATT. BACK-UP
W/ NTER-
CONNECTED
SWITCH
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4
SWITCH
4-WAY OPER
®
TELEPHONE
JACK
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MOUNTED LIGH
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WATER NEATER
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J
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CAN
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INTERCOM
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2' LIGHT STRIPI
200 AMP
METER BASE E
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MAIN DISCONNECT COMBO
SQUARE D
200
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/0 ALU. CABLE
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200 AMP
INSIDE
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04 COPPER TO 8/8' GROUND ROD
ALSO SERVICE TO BE BONDED TO FOO'
ELECTRf CAL_ RI
NOTE:
ELECTRICAL MATERIALS AND INSTALLATION:
COMPLY W/ APPLICABLE PROVISIONS OF TH
ELEC. CODE, LOCAL CODES, AND THE LOCA.
PIN
ELECTRICAL PLAT
A/G
DISC.
014 COPPER TO
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,aHOMEOWNER PRECON5TRUCTION MEETING
MOTE:
*ALL RECEPTACLES IN 5LEEPING ROOMS
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iNOTE:
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170 VENT
BAKERS
R®S S ING
MODEL:
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- L99
BLOCK
9' 4" B RC o
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FLooR
ECTRIC
DATE: 9 /3 0 / 0 3
SCALE: V4'.1'-m'
SHEET
7 OF 7
OPT. BD.RM. # 5
OPT. BDRM., & BATH
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
SYMBOL
EFINITION
NOTES
n n
11OV OUTLET
4' LIGHT STRIP
5
110Y OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
I��
ELOURECENT
LIGHT
WRAP AROUND
_
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6
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frllj
Wf_ll
TTTTTTTT
EXTERIOR
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SWITCH
SWITCH
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SWITCH
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TELEVISION
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INTERCOM
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2' LIGHT STRIP
ELECTRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,oHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARC FAULT.(NEC 210-12)
�111111
r
BAKERS
MODEL:
79 28 7 2J — L97
BLOCK
9' 4" BRG.
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DATE: 9/ 3 0/ 0 3
SCALE: V4'■1'-0'
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*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO 13LK META-16 W/ (12) 106XI-1/2
TRUSS TO WOOD MTS -12 W/ (14) 106XI -1/2
A[� Lim
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TRUSS HANGERS TO BE SUPPLIED R
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*TRUSS TO WOOD MT5-12 W/ (14) lOoIXI-1/2
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a'M�6
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NO.
LENGTH
TYPE
COMMENTS
OPT. COV., PORCH
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OPT. COV. PORCH
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MODEL:
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DATE: 9/30/03
scAT: V4'■1'-®'
SHEET
7 B 03F 7
2X4 DBL {
SP-4 16" O_G_/EA_ STUD TOR PLATE 2X4 MID -WALL 2X4 MID -WALL MIN.
ANCHORBBOLTSNT 1 3' O.C.
BLKG
(0" #10 W.W.M. #5 REBAR SET IN 2000 1/211 X ell A.E3.3211 O.C. 2X4 MID -WALL
1✓2" X 9" A.E3. 32" O.C. 2" AE3V_ CONG.
z PSI EPDXY 25" MIN. ABV. 6" EMBEDMENT X4 M 6" EMBEDMENT 2X4 STUD 2X4 STUD
-A r
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o� II "x� ° *10 W.W.M. 2X4'.T. SP - 4 16 " O.C./EA, A. STUD
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(2) CONT. *5 REBARST4;�� u ° °° °
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3 1/2" HEAD OF GARAGE
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(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) � o� DIM VARIES �1 5/S" DIM VARIES
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N ONLY IF UPLIFT ON WALL ro'X6" #10 W.W.M. II
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c� 1� RECESS /2" c° y 0
zu
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_ ON CHAIRS I' -4"
0 0 0 2-#5'S 4, 8 m m SINGLE (3-5'S W/2-5TORY) SINCsL
4 1 -8 3 *5'5 ON CHAIRS STORY STORY
_0 2 #5 S ON CHAIRS I 8 ,_
1 8
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THICKEN EDGE GARAGE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY TWO RY
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24"X24' EXT. PAD SLAB' AT L. GLASS DOOR GARAGE DOORCD
Q
_ V �
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II II �I #ad GUN NAILS e4" O_C. #0d GUN NAILS
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•. C L
II
POURED LENTIL TO BE
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II ,
2X WALL FRAMING — — — II II II CONTINUOUS
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a" CMU FILLED ram_ or (3) 1/2"X8" J-BOILTS
CELL (T T f=.) ,, MIN. (o" EMBEDMENT =3 U
W/ 2 "X2 "X1/S WASHER: AND U 0 m
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EXT. FRAME WALL TO NUT SPACED EVENLY FROM
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Yid
_ CONNECTORS FROI" I PLATE TO STUD TO PLATE
GROUTED ,e
E
50ND BEAM Z Pi�E-CAST HDR. � 2X6 GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS
TIE TO HORZ. Bor (3) 1/2"X8" J-BOLTS
ARS W (3) 1/2'X5" ANCHOR BOLTS
a" MIN. EMBEDMENT777
cv 0 6" EMBEDMENT MIN.
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KOOK IN GROUTED FLOOR TO GARAGE DOOR HDR. ad GUN NAILS
R ED IN JOINTS PRIOR TO FILLING.
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tu
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C HORIzONTAL/VERT"IGAL REINFORCING O ATTACHMENT TO FLOOR JOIST
EA_ SWEET TO BE GLUED AT ALL
EXPOSED JOIST
�'1'I11
BAKERS
CROSSING
LOT#61
PH#2
MONOLITHIC
BLOCK
DETAILS
NOTES
(DATE-.9/25/03
sCAT: V41■1'-0'
SHEET
DI OF 4
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2X4 SUB -BAND 2X4 SUB -BAND 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
2Xro SUB -BAND. � FEILD STREAM FOR CONNECTOR) FEILD STREAM � FIRST TWO BAYS
LAKE KEHOE,CYPRESS NEAP 2Xro SUB -BAND @ 2Xro SUB -BAND METAL LATH
ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 O O.C. MAX
WRAPPED/ALUM FINISHED FASCIA / ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER �/lro" OSB OR �/S" TEXTURED
_ -1/Iro" OSB SHEATHING 1/2" PLYWOOD FINISH
OR 1/2" PLY. W/ 15# FELT
ASPHALT SHINGLES, METAL DRIP EDGE
OVER #15 FELT R-19 INSULATION _ R-19 INSULATION
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OR 1/2 PLY. ON 15 FELT OVER
HURRICANE STRAPS -i/iro OSB. SHEATHING
(SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -+ ROOF TRUSSES � TO BE GLUED
FOR CONNECTOR) ' � 1/2" CLG. BOARD 4 TEXT. 2X4 5PF STIFFBAGK AT FOR
BRA PROPER
24 O.C. 4 NAILED HETA-
R 2X4 DOUBLE PLATE CTYPJ ALL UPRIGHTS OVER 4'-lf0" EMBEDDED
Iro
METAL DRIP EDGE O (I)#t• GONT. LINTEL STRAP
ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS so
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0' TEXTURED FINISH
all LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER 015 FELT OVER R-19 INSULATION TEXTURED
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) CMU S
PRE -CAST LINTEL 1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD -1/lro O.S.B. SHEATHING
FELT BARRIER OVER GLUED & NAILED OR 1/2 PLY' FINISH
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PRE -CAST SILL - 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) - FOR JOIST TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) O (1'S CONT. OR MSTA-24 24" O.C_ MAX SEE TRRUSS PLAN
8" CMU - R-4.2 INSULATION FOR HDR SIZE
1X2 FURRING STRIPS /� f5AND D E TA I L
1X2 P.T. FURRING STRIPS FLR JS�TTOI BLK ALUM. WINDOW
TEXTURED FINISH 1/4 WOc�D RASE SEE FLRJELEV FOR DES. SILL
S" LINTEL BLOCK FILLED u
1/2" DRYWALL -i/lro" OSB SHEATHING
WOOD BASE (TYP.)
O PRE -CAST LINTEL OR 1ER
PFELT BARRIER
Q PRE -FAB TRUSS
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f " " # SILL FLOOR TRUSS/ 1/2" CLG. BOARD 4 TEXT.
ro Xro lO W.W.M. SEE FLR./ELEV FOR DES. SEE FRAME PLANS SP-4 32" O.C. '� STUDJ 2X4 DEL. TOP PLATE
� OR FIBER MESH
0 RE NFRRCEMENT
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PRE -CAST SILL GONG. SLAB OVER CLEAN, META-iroa 32 O. C. MAX 1/2 CLG. BOARD 4 TEXT _..®
COMPAGTJERMITE TREATED O- (1)#5 CONT.
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>
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2 #5 CONT. BARRIER,W/roro X#im WWM
U `� U TEXTURED FINISH 1/4 - u
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- .1 . __. 2 WOOD BASE CTYPJ PRE -CAST LINTEL 2X4 PT. PLATE
0 W 5P-4 32" O.C. o STUD I/2 "X9" A.B. 32" O.C.
c� _z SEE FLR./E ALUM.
FOR DES. (WHEN UPLIFT) roll EMBEDMENT
TYF. WALL SECTION � � SILL — °
O O WOOD BASE CTYPJ z
5Li<. 1-STORM' ro"Xro" 1110 W.W.M. PRE -CAST SILL CONG.._5L,45 411 4"
Z Z 3 '#5's CONT OR FIBEF, MESH CONC. SLAB 2 05'5 CONT.--- -
REINFORCEMENT
S CMU ro MIL VIS
0 m () 11-S VAPOR BARRIER
TEXTURED FINISH I/4" INTI_FIOR 5E,4RINC� WALL
NC�`1'E: FOR WALLS W/FLOOR LOAD ONLY
ASPHALT SHINGLES OVER
T Tf=, WALL SECT ION , {-
� O
#15 FELT ON 7/iro" O.S.B. � Q -� r.�0 NOT INSTALL CONNECTORS.
2 "X4" E5LOCKING Q
SHEATHING OR 1/2" PLY FIRST TrWO B��YS 2 - STOR�1' ? (�
F.
4'-0" G7.C. MAX ro"Xro" #10 W.W.M. 2X4 DBL TOE' PLATE
METAL DRIP EDGE --� O O OR FIBER MESH
2X4 SUB-BAND-0REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS
a �>z>
2Xro SUB -BAND BRACING (SEE TRUSS PLAN) �„ O Y 0
LAKE KEHOE,CYF'RE5S HEAD C3) #5'S CONt.
JU
ALOMA WOODS ROOF TRUSSES 1@ DBL. TOP PLATE
WRAPPED/ALUM FINISHED FASCIA U `� U I/2" DRY WALL
ENG. GABLE TRUSS
R �I� O.C.SULATION CRIPPLE STUDS � FIRST FLOOR 3�L-OCK -(/lro" O.S.
2X4 SPF STIFFBACK AT SECOND FLOOR FR,4M�
ALL UPRIGHTS OVER 4'-Ifd"immmunfm
2X4 Iro" O.G. MAX
(SEE TRUSS ENG. FOR SIZE)
7/S" TEXTURED FINISH �-- HEADER (SEE PLANS)
OVER 15# FELT OVER 1/2'" CLG. BOARD 4 TEXT. PRE -FAB TRUSS
SN ATHING " C OA 4 TEXT. TEXTURED FINISH 2X4 PT.
�/lro O.S.B. E 2X4 NAIILER CONT, 1/2 CLG. B RD E Bt. PLATE II
17
OR 1/2" PLY_ ON GALV D. META 1/2 X 9 A.B W/
(2) LAYEFR5 -i/16 5P-4 32" O.G. STUD 2X4 DEL. TOP PLATE LATH OVER TYVIE .� MIN. roll EMBEDMENT
O.S.B.SECURE I EA, LAYER ,
2x4F.T.LATE W/ W/2 Sds S --12 O.C.. �-�.- HDR. STUDCS)/JACKCS) 1/2° DR1'UJALL OF #15 FELT �.�'�• 2" DIA. WASHER
P P o 32 O.G. MAX
1/2 "X9" ANCHOR BOLTS MAX.
2X4 WOOD STUDS 05 REBAR CONY.
MIN. ro " EMBEDMENT 1/2" X 9" A.B OR J - MOLT LSTA 12
W/2" DIA. AT 32" 0. C. 32" O.C.MA;X STUD TO HDR. FULL LENGTH STUDCS)/ 2X4 CONY. STRESS^�} rfi.,y
SECURE TRUSS TO 2xro W/ KING STUD(S) 6P-4 5L.00KING MID -WALL
TOP 4 BOTTOM) y,.�,,
126 a ro'-a"CON(.. FILLED LINTELc, 3/4 T C SUBFLOOR •.... .
PLYWOOD TO TRUSS NAILING BLK, REINF. WITH (0#5 ROD CLUED s NAILED
4" 0. C. 1@ EDGE 5
roll c. c. o IN FEILD :a '
S" CMUL FLR. JST. SIZE SEE FRAME PLAN �f� '•
TEXTURE Ff Cm 1X;2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
R-4.2 IN:iULATfON NAIL PER SCHEDULE 2nol FLR. STUD TO 1 1/2" CLG. BOARD � TEXT. � �RAME TO BLK.
1st FLR. STUD 2X4 DBL. TOP PLATE
1/2?" DRYWALL = _ _ —IF = _ _ — — _ _ =I MSTA-36 32" O.C. 1/2" DR UJALL
2X4 WOOD STUDS
I I I I I I 2X4 CONT. STRESS 1(o" O.C.
WOOD 1=45E I I I I I I BLOCKING MID -WALL
II II
2X4 PT. PLATE
_ I I I I I MAIL PER SCHEDULE/ SP-4 32" O.G. a)STUD 1/2"X9" A.B. 32" O.C.
p I I I I I BOLT PER FNp. PLAN
MIN. ro" EMBEDMENT
LU
U ro";Xro" #10 W.W.M. CONC. SLAF3 z 2X8 RIDGE > Q-
0 0 OR RISER MESH 4" 4" � � 2X4 COLLAR TIE 0
REINFORCEMENT T il= EXTERIOR OPENING IN FRAME 3 s GONT. 1 -8, = EVERY OTHER RAFTER
z w z 2Xro RAFTE O
0)
o o 2 STO ,1' ^'�
U m U 2 #5 CONT.
m
T'I'P. WALL SECTION
R 2-12d EVERY TRUSS
INTERIOR 5EAFRING WALL IXro NAILER 3-12d 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
7/lro" O.S.B. 1X5 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
5L< i-STOR�r (ABLE) MINIMUM WALL AND DEADER CONS. FRAMING DETAIL/VA, E�
STUD R QU I Rrzt-IENT5
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O" TO
S'-0'
4'-I1 1/2'
1'-11 1/2'
RIND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
I
3
MONOLITHIC
BLOCK
DETAILS &
NOTES
('DATE: 9/25/03
SCALE: V414-0'
SHEET
D 2 OF �-
# 1000 UFL IFT
SIMPSOM MT5-12
W/-1 10ol TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 UFL IFT
(2)SIMP6OM MT6-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF F
W/7 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
EERED TRUSS
FINISH c LANDING
NTINUOUS BOND BEAM
TAP CONS
MIN. 2" COVER
2" APART
TRUSS ANCHOR IDETA L - R TfROF I T
9" MIN.
LESS THAN 10"
REQUIRES
1' NOSING
FINISH m LANDING
3/4' PLYWOOD F.F.
DBL 2XI2
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/V MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE w NARROW END
MIN. 11' WIDTH 9 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4' PLYWOOD
2X12 BREAD
CUT TO FIT
,— 1X8 RISER
LESS THAaN 4" 1 YP,
BETWEEN S;PINDLE S I
T.TOP OF BOX
DBL..TOP PLATE
D
SP4 OR H-5 TOP PLATE TO 51TUDS
2X4 STUD
2'-0' ABV. 10'-m' LEVEL TO ROOF
OR 2'-O' ABV. HIGHEST RIDGEE WITHIN 2'-&
7/16' OR 15/32' O.S.B.
Wn/a' TEXTURED r
::
10, O,
FINISHED OVER-
GALVINIZEpMETAL_
_
PAPER BACK LATH
__--_-------
FRAMED CRICKET
SIMPSON H-5 (MIN.)
® 2X4 TO TRUSS
INIVI G
1/2" G
IX
1' NOSING TYP.
� Q
r
5TAI SECTION IDTAIL5
PRE. ENG. TRUSS C 41 11 `1 fr I D r I AIL S
SIMPSON 44-5 (MIN.)
k2X4f101-ATE— -4-- 0 2X4 TO TRUSS
SECTION
PRE. ENG. TRUE
IX2 PT.TOP OF
DBL. TOP PLA'
1/16' OR 15/32'
W/1/8' TExtuRl=i
FINISHED OVER
GALVINIZED ME
PAPER BACK I
CRICKET
2'-5-1/2"
FLAN VIEUJ
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
1211Z
P.
z
Nj
36 " MIN. FINISH
STAID UJIN1DfR [DETAIL
ASPHALT SHINGLES OVER
k 15 FELT ON 7/16' O.S.B. —
W% 3 12d 6 EA TRU DI(( DIIAGONAIL�BRACE /
TO COVER 5-TRUSSES f
2X4 MLOCKING FIRST 2 BAYS
l2) 10d NAILS =A END
TO TRUSS
2X4 S'YP STIFFBACK
AT ALL UPRIGHTS
OVER, 4'-10'
OSB SHEATHING
USE 56 NAILS AT
4' o.c. EDGE 4 (o' O.c. FIELD
2X6 PT. PLATHOLT W/ 1/2'X9 A.B. COMMON
(W/ 2' DIA. WAS ERS) 32" O.C. MAX. 1/2" CLG. BOARP TRUSS 24' o.c.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d 1w EA. TRUSS R-19 MIN.
1-M5 RESAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE,
0'-0' TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE 1w CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
GpAL= E ENID CROSS 5F�AC INS
I
m.m
L
2X4 SECURE TO 2X4 BLK W/2-12d
_ SECURE TQ E3LK W/ META- W6
2X4X�4' SECURE TO TRUSS W/ 3-12d
6'-8' O.C. MAX TYP.
2x4 BLK SECURE THRU TRUSS W/3-12de
"PER ENGc'D TRUSS 24' O.C. MAX
1' - 0'
2'-0"
21-0" EXTENSION OFT SERVICE DFZ
N.T.S.
'1ETAL LATH
V16" 055 OR —TEXTURED 1/16" 055 OR
1/2" PLYWOOD FINISH 1/2" PLYWOOD
W/ 1541 FELT W/ 150 FELT
2X6 (CONT.) 2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST —77 2X4 (CONT.)
SIMPSON EXPANSION 2 MIN.
META-16 JOINT OVERLAP ,CAULK
CMU' S SIMPSON
META-16 CMU'S
TEXTURED TEXTURED
FINIS3 FINISH
TWO 5TQIR'' TWO sT0R1'
(2) 2X4 02 ND SYP DIAGONAIL BRACE—
W/ 3-12d IT EA TRUSS ( DIAGONAIL 5RACE
TO COVER 5-TRU56ES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 106 NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
l/16' OSB USE 8d NAILS At SHEATHING
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR 6IMP501N HTC-4 e 32' O.C. MAX
SHEATHING NAILING To BE
6'-8' O.C. IN FIELD
4' O.G.®ALL EDGES W/8d NAILS
FIRST FLOOR BLOCK
ASPHALT SHINGLES OVER
" 15 FELT ON 1/16' O.S.B. —
1/2' CLG. BOARD � OMMOM
�RUSS 24" O.C.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d 6 EA. TRUSS R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD I6' O.C. MAX.
BTM. PLATE
FLOOR
ED
HETA-16' FLR JST TO BLK -` Af;fl FLIP, TRUSS
I-S REBAR CONT.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRACE
(i 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
GAE3LE ENID CROSS 5 ACING 2=STOP"'
Oyu Y � A Y. V V J
will,
W", qk�w , Nk
I'AOT#6
PH#21
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 9/25/03
S C AJL&E: V48 811-01
SHEET
I OF,
� s 1
{
a
EI'
A
,I`
e
i�
a S�
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,I
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(l
.I
4
8
I,
. I
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 X 4:
MIN EMBEDMENT 1 1/49
SECURE TO BLOCK
8' FROM EACH END AND 18'
W/3/16' TAPCONS OR DRIVE
2 X 4 CHIN 2 X 3) I-3/16 TAPCON
O.C. MAX. MIN 1-1/4" EMBEDMENT
PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
MIN HEAD SIZE 300
2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON
MIN EMBEDMENT 1 1/49
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END 4
8' FROM EACH END AND IS'
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
IS' O.C. MAX. SPACING.
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
2 X 6:
8' FROM EACH END AND 18'
SECURE TO BLOCK
2 X 6 CHIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK 6IZE.145
LESS THAN
EXISTING BLK ASV.
PIN CHIN SHANK SIZE.145
MIN HEAD SIZE 300
16' HIEGHT.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON tij I/4' TEXTUFINISH
RED
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
_
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN EMBEDMENT 1 1/4")
S' FROM EACH END AND 18'
MIN HEAD SIZE 300
I/8' TEXTURED FINISH
WITHIN 8' OF EACH END 4
O.G. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
7/16" OSB SHEATHING
18' O_C. MAX. SPACING.
8' FROM EACH END AND IS'
2 X 4 16' O.C. MAX.(WHEN OVER Iro' IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
f/16' OSB SHEATHING
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16' IN HIEGHT)
2 X 8:
MIN HEAD SIZE .300
1/4' TEMPERED MA60NITE
2 X SOLID BLK'G • ARCH
SECURE W/2-12d EACH END
SECURE TO BLOCK
W/2-3/16" TAPCONS OR DRIVE 8' CMU -
--1/2' DRYWALL
EMBEDMENT I I/4'J
- 2X4 BLOCKS
GLUE 4 NAIL W/Sd'S 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'S 5PEC'S.
PIN (MIN SHANK SIZE.145
I'X4" OR I'X2' P.T. NAILER
8' FROM EACH END AND IS'
CMU WALL
MTL WDW FRAME
MIN HEAD SIZE
• DOOR CASING
-MIN
O.C. MAX. MIN 1 1/4' EMBEDMENT
MIN EMBEDMENT 1 I/4')
1 1/
WITHIN 8' OF EACH END 4
NOTE:
#NOTE: No
GAP 10 WDW FRAME
IS' O.G. MAX. SPACING. DOOR JAMB
SHIM
A PLUMB DE
MB
A C �4 W A `r IDTAIL
l (oII AND UN ED
70 EXCEED 1/4'
ATTACH TO 2 X DO NOT EXECED 1/4".
PER MANUFACTOR'S DETAILS.
I � �
II
TDCO J A�15 TC
F5L CC< 1 = 1 /2
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145 (�
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
DBE. TOP PLATE
MIN EMBEDMENT 1 1/4')
1/5" TEXTURED FINISH
8" FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EMBEDMENT
MORE THAN
SECURE 2 X RIP TO FIT
W/2-12dS 6'-8' O.C. MAX.
�/16' OSB SHEATHING
IX4 P.T. OR 5/4' X 4' MIN.
SECURE THUR FRAME AND
2 X (o (MIN 2 X 3) 2-3/16 TAPCON
16' HIEGHT.
2 X 4 1(o' O.C. MAX_CWHEN OVER 16' IN HIEGHT.)
EXTEND 1-1/4' INTO BLOCK
W/3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
2 X 4 (WHEN OVER 16' IN HIEGHT.)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLID BLK'G • ARCH
MIN EMBEDMENT 1 1/4") 8 CMU
--1/2' DRYWALL
8' FROM EACH END AND 18"
-._
-:-...
SECURE W/2-12d EACH ENT?
REFER TO MANUFACTURING
1'X4' OR 1'X2" P.T. NAILER
O.C. MAX. MIN 1-1/4" EMBEDMENT
' OSB SHEATHING
ATTACHMENT PER MANUFACTOR'S SPECS.
DETAILS FOR SPACING.
DOOR CASING
2 X S (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAX.(WHEN OVER 1(o' IN HIEGHT.)
--,
MTL WDW FRAME
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 5LC7GK5 "-
NOTE: NO GAP g WDW FRAME
"`�-•..�
NOTE:
SHIM AS NEEDED
MIN HEAD SIZE 300
---
--
TO EXCEED I/4'
DOOR JAMB
TO PLUMB JAMB
MIN EMBEDMENT 1 1/4)
CMU WALL
_
'f
DO NOT EXECED I/4'_
8" FROM EACH END AND 15'
O.C. MAX. MIN I-1/4" EMBEDMENT
�"------ -- •..,.
1-f - T A I L C U T A UJ A
-
JA�15 TO
�F
E3OfR /
DTA L 1 AND OF
s-r
„
NAILING SCHEEDUI-E ALA _ NOTES iN REFERENCE
ROOFDIAPHRAM
TO FLC>RIIDA BUILDING
USE TA6' Ofl9. OR 1/2' PLY WITH--O.GUN NAILS AT 4- O.C. AT
SUPPORTED PANEL EDGES AND 'a GUN -NAILS AT 6' OZ. AT
('� ";,
,.�
2 0
IN1ERMEDIATE SUPPORTS. ALSO SEE DETAIL. -----�"
0./�
V L6,:®.V I -..
ROOF SHEATHING TO GABLE END FRAME-
-<.
,,. -...._
-....__ ......
r,l.r -- - ._....
USE '8 GUN NAILS a 4' OZ.
SITE`/-P:ILvsAN NOTES
_ -'-
EXTERIOR SHEATHING
USE TA6' O.SE, OR 1/2' PLY WITH -8 GUN NAILS AT 6' OZ, AT
PANEL SIDES AND 00 GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 'B GUN NAILS AT 6' OZ. AT
1) LOUDEST SLAB ' VB AT LIV;NG, F. SHALL BE MINIMUM 15' AOVE
INTEWEDIATE SUPPORTS. ALSO SEE DETAIL.
CROWN GF FRONTAGE ROAi: OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN
2) UNLESy OTHERWISE NOTED, THIS SOIL✓IN`e IS NOT INTENDED TO BE
-
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
RIC
CONSTTED WITHIN A FLOOD 'LONE REQUIRING A FINISH FLR ELEVATION
NAIL REQUIREMENTS
AS✓• 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
`OF FINisy_FLOOR SLAB WITH SIGNED AND SEALED SURVEY` ,. .
SIZE
HEAD --
LENGHT
DIA
TENSILL
tENSIL 87R
--3)-LOT C)KAIINAGE ,$HALL C.CAWKIrQ-I ICJ ALL LUC.AL C OOE6, XLCxULATION5
--' AND RESTRICTIONS HAVING JURISDICTION.
- 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
8d
ROUNDMODIFIED
OR T - -
1'1/8'
._
_ .113
--.
_ - _
i
/
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
5) LANDSCAPING IRRIGATION BEf G ETC SHALL CONFORM
10d
2 I/8'
. 8
0,000
_ -- TO LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATION5 AND RESTRICTIONS HAVING JURISDICTIONS AND
6TAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER
GENERAL NOTES (o) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
C
A. ALLOWABLE UNIT STRESS AND DESNG ICRITERIA: PLUMBING NOTE S
r
I. BUILDING CODE REQUI[FrIENTS FOR R REINFORCED CONIGETE ACI 318
_.
2. FLORIDA BUILDING CODE 2001
rM ".
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
DBE' .TOP PLA'ITE
- �--v�."
URE TV
5. WIND 6. INTERNALPRESSURE CO -EFFICIENT +18 7HRU -18 2) WATER LINES SHALL BE GPVG.
D 3L. TOP PLATE -
f IDBL. TOP PLATE
2• SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL. B)=ARING PRESSURE USED IN pEI61GN 2000 psl FOR !SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
B
CONTINUOUS WALL FOOTINGS.
DBE. TOP PLATE
3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITIA ACI 318 AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR 5TRUTUR4L CONCRETE BUILDING ACI 30). MAXIMUM FLOW OF (3) THREE GAL IONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 f, :.-
28 6) HOSE BIBS TO BE PROVIDED W17H BAt T LOW PREVENTER
2X4 16' O.G. MAX.
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A6116 OR 617, GRADE 40
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
4. DESIGN LOADS
2X4 16' O.C. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4m WAITS 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.
SECURE 2X4
A. ALL STRUCTUAL LUMBER SHALL BE 07 SYP. ALL STUDS SHALL BE STUD GRADE 5PF.
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL„ CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
TO WOOD W/2-12d 6
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.
6'-8' O.G. STAGGERED
SECURE 2X4
6. TPLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
Russes
TO WOOD W/2-12d m
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
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. 11) NO VENT STACKS BHA"PA55 THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
i. GARAGE DOOR RIDGES.
SECURE 2X4 W/2-3/16' TAPGONS
A. ENGINEERED FOR 120 MPH WIND e3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
OR DRIVE PIN (MIN SHANK SIZE.145
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER: PLUMBING CODE CURRENT EDITION.
MIN HEAD SIZE 300
IIIII�/�
AFDC
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUIILDER
SECURE 2X4 W/2-3/16' TAPCONS �1W^
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
8. ASPHALT SHINGLES
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 5IZE.145
2001
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 200)1
WITHIN 6' OF EACH END NOT TO
MIN HEAD SIZE 300
B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO 51E ASTM P-226
EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4'J
�®:..i N ®ATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
15) ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE
MIN. 2-126 PER BLK. EA. END
EXCEED IS' O.CMAX.
1. FOUNDATION DESIGN BASED ON 2000 F.S.F. MIIN. ALLOWABLE BEARINGBLOCK NOTES
I/2" PLYWOOD
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
SECURE TO SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP PRAWING6 SHALL 13E SUBMITTED MASONARY IN ACCORDANCE WITH ASTM C90 AND G145 AND 544ALL
MIN. 2-12d PER BLK EA. END OR 7/16" O.S.B.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRESSIvE STRENGTT OF IWO Phi.
MORTAR
1 MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASIM -10
llaadd
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM METAL ACCESSORIES
AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
I�
#� /� �/
I 1R=' f
UJ A
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING:
BARRIER OVER CLEAN WELL COMPACTED TFRMITED TREATED SOIL. A. A6TM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
I I
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE #5 DOWEL BARS W/ A 6' 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 7o THE WEATHER OR SUBJECT To SALT CORROSION SHALL
?"
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
x�
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF A6TM A90.
MASONRY WORK, GENERAL:
_I
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' I TAR JOINTS3 UNITS
LMORTAROLU
AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF ACE ELLLS. JOINTS FOR SOLY ID MA5ONRYE
ri
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING COPE 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 BONA CONSTRUCTION.
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
8. FOOTING REINFORCING SHALL BE 2-"5 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN IV O.G.
3"-5 REBAR 2-STORY. 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.
I
3. 5PLICE LENGTHS SHALL BE A MINIMUM OF 25.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCINGALBE MI IMUM GRADE 0 AND IDENTIFIED
>
'
FINISH GRADE IWITH HLI 1
10. FINISH SLAB TO BE 8' ASV. FIN15H GRADE
BAKERS
CROSSING
• T# 61
PH#2
IMONOLITHIC
BLACK
DETAILS
NOTES
rDAT,.,:9/25/03
SCALE:' V41.11-01
'"
EET
I.i II • II
I■