HomeMy WebLinkAbout335 Appaloosa Ct 03-2913 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS
D R Horton
6250 Hazeltine Naf'IDr rr102
Orlando, FL 32822
(407)857_-91.01 _
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
ii
i
I DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
OCCUPANCY - RESIDENTIAL - GROUP R
*CONSTRUCTION TYPE- VI
® 1-STORY RESIDENCE: BLDG HGT 19'-9"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
. CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
s 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 PEI? FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 30PSF LIVE `;10PSF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10PSF DEAD
DECKS-40PSF LIVE 10PSF 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
1B
LINTEL SCHEDULE
PG
1C
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3F
ELEVATION "F"
PG
4D
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
5
ELECTRICAL PLAN
PG
5A
OPTIONAL COVERED PORCH
PG
DI—FND
DETAILS GENERAL NOTES
PG
D2—CROSS
SECTIONS
PG
D3—MISC.
DETAILS
PG
D4—MISC.
DETAILS
no
PERMIT,#03#0an•
99
5O3•a9�3_..0 r F I C, F4 L", 0 pt" y
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www. drhorton. com
NcollI�b'1s'`itI�I1�
6250 Hazcaltincm... Natic>nal E>rivc=.,. C>r1eLncJc>,
• •(407) 857-9228
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
0
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BAKER'S
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DATE: 8 /13 / 0 3
SCALE:- Alull-®'
SHEET
C 1 OF' 5
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II
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ON CHAIRS
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14'-�"
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--------------------------------
ENTRY ELEV® "G95
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281-/ II 81211 31= {.1
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PHASE#2
MODEL.
"1965— L"
F.S./B.C.
99 — 4"
'OUNDATIO
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"
DATE: 8 /13 /0 3
SCALE: V4'0I'-0'
SHEET
1 OF 5
21 V
III -all
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DOWEL PLAN ELEV. "EF" ONLY
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
99 1 9 6 5 — L99
F.S./B.C.
99-4
DOWEL
PLAN
DATE: 8 /13 /0 3
SCAT: 1/4'■1'-m'
SHEET
IAOF 5
n
1
w
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
991965-L99
F. S /B. C.
99- 4"
LINTEL
SCHEDULE
DATE: 8 /13 /0 3
SCALE: V4121'-0'
SHEET
I B of 5
I
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
991965-L99
F.S./B.C.
^9- 4"
WIND LOAD
CALCULATIONS
DATE: 8 /13 /0 3
ScAT: V4'■1'-m'
SHEET
ICOF 5
m
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ARCH FAMILY RM.
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OPT. COAT CLU"SET
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-FLOOR PLAN
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5'-2"
25-SH
2'-4"
13'-1ID"
14'-4"
2
5A
PATIO
9'-0" x (o'-011
BDRM.#4
BDRM.#3 9'-4' CLG.
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9'-4" CLG.
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5'-4"
-lID' 4'-0
14)
1
OPT. I I OPT.
ATTIC I
I D. II W.
L.ACCESS _J
-------
W/ OPTIONAL
PULL DN. STAIRS
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— — — — — —
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—
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00
I
LIVING
-'
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CV
GARAGE
THIS WALL NOT 3
4_ID 5F.
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—
9'-4" CLG.
LOAD 5RG. 0,
FOYER
ELEV. F
00
9'-4' CLG
I CM,E:E
LINE OF LEV. D, E, F
CTf E)
i N
LINE OF CLIG ELEV. D, F
CLG.
EMT.
` �j
ELEV. D, E, F
---
----------------
ENTRY =
-
H.5.
W/11_ID1,-1
VAULTED CLG ELEV. D, F ONLY
TL
16'-ID" X -i'-ID" O H
SIDELIGHT
ELEVATION "D4E"
ELEVATION "D"
5o"X36 "X3®'I
35 - 5H W/
TRANS. A5V.
54'X21"X19"
ELEVATION "F"
TRANS. A5V.
5ID"X42"XIS"
ELEVATION "E"
TRANS. A5V.
36-SH W/
ELEVATION "G'
S4"XI&"X9"
54'1
TRANS. A5V.
TRANS. A5V.
ELEVATION 'F"
2'-ID"
'-ID"
2'-6" 2'-ro"
9' 53 5'_4
(2) 25-5H W/
2ID' -ID"
5' -ID"
15' -ID"
HALF RND. A5V.
ELEVATION 'G'
4ID'-ID"
(2) 211
EMT.
ENTRY=
— — — — — — — — — — — — — — — — — --'\
W/1 -m 1 VAULTED CLG ELEV. D, F ONLY
I SIDELIGHTS I
C-
(2)-25-SH
I lID,-8„ W/1/2 ROUND A5V. 4'-4" A [
J
--------------------------------
FLOOR PLAN
ELEV. 99 F"ONLY
�--- 14V
------------------------
jcm. LIVING
ROOM
9'-4° cLra
(CARPET)
SIDELIGHT �t
1
ENTRY
u _
lID'-8" (2) 25-SH 4 -4
4'-10"
2ID'-2"
(oX(o
POST
(3) TYP. — —
— — — — — — — — — — — — — — — — — — — — —
ENTRY 1ELhV® "G"
30T. PANTRY
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
9'-4" WALL 5RG.
SQ.FT.
CALC.9S
L I YIN
GARAGE
ENT1R"r
PATIO
1961
412
22
54
60.
50.
5Q.1=T.
50.
FT.
FT,
FT.
TOTAL
2455
SQ.1=T.
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
"1^65— L"
F. S. /B. C.
99-4-
DATE: 8 /13 /0 3
SCALE: V4181'-01
SHEET
2 OF 5
5
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
991965-L99
F.S./B.C.
99- 4"
ELEVATION
>> F"
DATE: 8 /13 /0 3
SCALE: V4181'-0'
SHEET
3 F of 5
e
t
HEADER SPAN CHART
SINGLE STORY AFFLICATION
SIZE
CLEAR SPAN
D15L 2X&
DBL 2X5
DBL 2X10
DBL 2X12
UP TO 5'-4"
5'-4" TO 11-0"
-1'-0" TO 10"-0"
10'-0" AND OVER
TWO STORY APiPLIGATION DOWN STAIRS
51ZE
CLEAR SPAN
DBL 2X6
DBL 2X8
DRL. 2X10
DBL 2X12
UP TO 5'-0"
5'-0" TO &'-4"
6'-4" TO 5"-0"
5'-0" AND OVER
4X4 PO6T=(2)2X4'5 NAILED WITH 126 /v"-5" O.G. STAGzGERED
4X(o POST=(3)2X4'5 NAILED WITH 126 &"-5" O.G. STAGGERED
(2 )HETA-16
If
1%o
BG
� 5
(2)HETA- I(o
DBL. TOP PLATE
D 1(0" O.G.
n
INISH
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T KNEE WALL DETAIL
-ENG'D GABLE
LEDGER
2D 6
I UPRIGHT
O CRICKET DETAIL
TRUSS PLAN
* CONNECTORS TO BE SIMF'SON U.N.O.
* TRUSS TO P LK META- I(o W/12 - I0ciXl 1/2
* TRUSS TO WOOD MTS-12 W/14-106XI 1/2
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
991965- L99
F.S./B.C.
9 — 4"
TRUSS PLAN
1>F)>
ACCUSPAN
DATE: 2 /19 /0 3
SCALE: V41810-01
SHEET
4 F OF 5
m
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
OF OUTLET
fV�l-Jj■
IIOV OUTLET
WIWI RED To
SWITCH
EQUIPED WITH
IIOV OUTLET
GROUND FAULT
GFI
INTERUPTER
f
rl l n
�Jfj
220V OUTLET
WP
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
OUTLET
INTERUPTER
SWITCH
SWITCH
3-WAY OPER.
�4
SWITCH
4-WAY OPER.
n
WALL
YMOUNTED
LIGHT
EILING LIGHT
1
VAPOR PROOF
`OJVP
LIGHT
� 1
RECESSED
���
CAN
I CFM PER
VENT. FAN
SQ. FT.
VENT. FAN
1 CFM PER
W/LIGHT
5Q. FT.
uuuu
2' LIGHT STRIP
4' LIGHT STRIP
4' TRACK LIGHT
FLOURECENT
RAP AROUND
LIGHT
_
2' I=LOUR!=CENT
— — — —
4' FLOURECENT
®
PANEL
METER
SMOKE
GATT. BACK-UP
O
W/ HARDWIRE
S.p.
DETECTOR
R-
CONNECTED
PENDANT
L IGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
DISCONNECT
AIR COND.
A/C
DISCONNECT
TV.
H
TELEVISION
JACK
CEILING BOX
REQUIRED TO
CEILING
5E SUPPORTED
FAN/LIGHT
IN ACCORDANCE
W/ ROX MARKED
AS SUCH FOR
INSPECTION
FLOOD
L IGHT
INTERCOM
SPEAKER
G.
P
METER
FEILD
VERIFY
LOCATION
BDRM. 4 I I FAMILY
NI 117
ROOM
OPT. \;r I \ PRE —WIRE>
>
PRE —WIRE ,— CLG. FAN
CLG. FAN
BDRM.#3
PRE —WIRE �
H
SID.
® PRE -WIRE l� /
J/
/
BDRM.#2
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O / I CLG. FAN % •�,
3 /
BATH
Flo t o \�`'—__-------�-
GFI GFI
C❑
1�0 o r-
---- — — —
W.I.C.
SEC.
SYS.
S.D. ❑ _ _ / 3
PRE -WIRE
Q
CLG. FAN
V.-"
' lkq
OWNER'S
SUITE
fI II Z -
AC
WH. WH GFI a PANEL
WH. IN 44" A.F.F.
SAFETY PAN
WALL MOUNTED LIGHT
4 SWITCH IN ATTIC
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6
CLG. OUTLET
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L_I___J
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00
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CLG. FAN C71 �v
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WP. I I
GF I
/
/ PB FOR
CHIMES
WP.
GFI
ELEu""`TR1u"--"AL PLAN
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,wHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO BE ARG FAULT.(NEC 210-12)
NOTE:
*20AMP DEDICATED LAUNDRY CIRCUIT.
5
4/0 ALU. GABLE
200 AMP
METER BASE METER
MAIN DISCONNECT COMBO
SQUARE D TYP,
J200 AMP 2 AMP. INSIDE
MAIN PANEL
DISC.
LAV.
SERVICE BY
POWER CO. '� 04 COPPER TO 5/S" GROUND ROD
ALSO SERVICE TO BE BONDED TO FOOTING STEEL
ELECTRICAL RISER
A/C
DISC.
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
--�" VT IP ,Hl KIT.
#12 COPPER TO
LIGHTS 4 OUTLETS
#Im COPPER TO WATER HEATER
#8 COPPER TO RANGE
TO MAIN
EWER
PLUMBING RISER DIAGRAM
G,OPT. PANTRY
vN
® MEDIA RM/
?PRE -WIRE II
CLG. FAN
❑ I II
0
j I II j
I
II I
l
-- — — — — — — — — — — — — — — — — — — — — ----
OPT. MEDIA !ROOM
o1
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL:
991965- L99
F.S./B.C.
99— 4"
ELECTRICAL
PLAN
DATE: S / 13 /0 3
SCALE: 1/4' ■ V-®'
SHEET
5 OF��
BAKER'S
CROSSING
LOT#108
PHASE#2
MODEL
F.S./B.C.
99-4"
OPT COVERD
PORCH
DATE: 7/03/03
SCAT : V41
61'-0'
SHEET
111AR '
2X4 DBL 2X4 MID -WALL
5P-4 1(o O.C./EA. STUD TOP PLATE 2X4 MID -WALL MIN. 6 EMBEDMENT 1/2 X 9
SL KG BLKG ANCHOR BOLTS AT 3' O.C.
ro"X6" #10 W.W.M. S REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.G. 2" A�aV. CONC.
z PSI EPDXY 25" MIN. ABV. (�° EMBEDMENT SLKG �" EMBEDMENT 2X4 STUD 2X4 STUD
SLAB/�o" MIN. EMBEDMENT 1(0" O.G. MAX. 1(0" O.G. MAX. `4 �o"X�o" #10 W.W.M.
II 6"x�" #10 W.W.M. 5T PLATE 2X4 P.T. BT PLATE /- SP-4 1�" O.C./EA. STUD 2X4 P.T. BT PLATE _
�J$ SF-4 16" O.G./EA. 5TUpUi
I\ - G O
(2) CONT. #5 REBAR5 1'_4'�z� - U._ -
_ It 2-5'S ON CHAIRS
} CONC. 5LAB 4„ 4„ CONC.. SLAB 1'-8" „ z B CONC. SLAB m
TYP. RETROFIT FOR ALL 2 #J'5 CONT. 1 _0 m 3 #5's CONT. 4 4 2 15's CONT. 4 1'-O" 4
TYPLK.. WALL SECTION 1 � OMITTED FOUNDATION DOWELS `� 1.000D FR'AM'E FOOTING
INTERIOR 3EAiRfNG WALL ALL
51NGLE STORY INTERIOi� SEARING WALL INTERIOR 5EAF�ING WALL/NO UPLIFT
B2 -STORY -STORY
3 1/2" a HEAD OF GARAGE
3 1/2" � HEAD OF GARAGE H--05 DOWEL BAR(ONE SIDE #5 DOWEL BARS 05 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) � DIM VARIES -i 5/S" DIM VARIES
9" ANCHOR BOLTS A7 3' O.C. '3" ANCHOR BOLTS AT 3' O.C. -1 5/S" cufI „� II r,,,x&" 010 W.W.M. 1 5 /8" CURB II (O"X&" #10 W.W.M. CURB II (0"X6" #Im W.W.M.
ONLY IF UPLIFT ON WALL MI # EMBEDMENT �
MIN �" EMBEDMENT X6 10 W.W.M. EXTEND 1 1/2 rll 1�14_
n, 6 "X6" #10 W.W.M. IL_ RECESS /2" o II o II
U 0�5 2-#5'5 ON CHAIRS U 0==5 (3-5'S W/2-STORY)
O 2-#5'S ON CHAIRS
4" o o
SINGLE (3-5'6 W/2-STORY)
SINGL
� m
g° 41 m I'-8" 3 #5'S ON CHAIRS STORY STORY
F1-0 ll
2 05'5 ON CHAIRS 1 -g T1'-8"TWOTUJO
T1-IICKEN EDGE GARAGE cuRB STOP IN51DE FTC. AT GARAGE STEP-UP STORY STORY
INSIDE FTC. AT GARAGE STEP-UP �` 2=STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURS GAi�AGE CUi�S
I -STORY BEARING WALL DOOR RECESS g
CONC. SLAB OVER CLEAN,
(3) # 5 RODS EA. WAY ON all CMU � COMPACT TERMITE TREATED
CHAIRS (MIN. 3" COVER) <1 L, (o MIL_ VI5. VAPOR
TOP CORD BLOCKING AT 4'
6"Xr" #10 W.W.M.O.C. MAX. IN FIRST 2 FRAMING
4 GARAGE SLAB z SPACES AT EACH END.
GRADE SLIDING DOOR TRACK
RAFTER OR TRUSS
SLOPE CONIC.
^„ \ ROOF SHEATHING LA1'OU T' ROOF SHEATHING V
2'_0"
1 1/2 "
v rtK;�i� c �/4 -���
5 1/2"
CURS WALL—' S" \-GONG. DRIVEWAY
GARAGE
BEYOUND
— I o 0 0�
�I;
I _8„
3 #5's CONT.
3" MIN. COVER
AND ENDWALL E5RACING
�
FOR GABLE END FRAMING
CZ
�
z
Cl
24"X24" EXT. PAD SLAB AT SL. GLAS�� DOOR GARAGE DOOR -
OPENNG V BUILDING LENGTH V m
�� 1 � 2 STORY FooTING
II II II #Sd GUN NAILS a4" O.C. #06 GUN NAILS Q
II II II TOP 4 BOTTOM EDGES (o" O.C. IN FIELD
w
POURED LENTIL TO SE
I OUTSIDE SARCONT. (TYP)
� REBAR __� _Q
ju
tee: 2X WALL FRAMING II II CONTINUOUS ` Q , ,
(3) 1/2"XS" ANCHOR BOLTS = _ _ _ _ T IIII z m z z 0 ;
8" CMU FILLED ` ' f, or (3) 1/2"XS" J-BOLTS = _ _ _ —_ �3 u ' d
MIN. 6" EMBEDMENT : : '�
CELL (TYP.) W/ 2"X2"Xl/8 WASHER AND U 6
NUT SPACED EVENLY FROM = TYF'. EXTERIOR SHEATHING
EXT. FRAME WALL TO 25" MIN. LAP
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP ATTACHMENT FOR ROOF 5HEATHING
A IN JOINTS PRIOR TO FILLING. CORNERS NOTE:
(SLEEVED ANCHOR IN SOLID
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR a 1 STORY WHEN GLUED TO ROOF 1"IE1'"IBER
3-#5'S REBAR 2 STORY GARAGG00 fNORMAf ON ���_a" �5 I�"-12° IN FEILD
TYF'. EXTERIOR SHEATHING ATTACHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
coNT. (TYP) (0.5.5. TO SE STRUCTURAL GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
GROUTED Z PRE -CAST HDR. e `
BOND BEAM X6 GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS
QL (3) 1/2 "X5" ANCHOR BOLTS
TIE TO I-IORz. BARS � } o �'be or (3) 1/2"XS" J-BOLTS
8 MIN. EMBEDMENT '' 6" EMBEDMENT MIN.
U 8" CMU FILLED W/ 2"X2"X1/8 WASHER AND
GELL (TYP.) NUT SPACED EVENLY FROM #Sol GUN NAILS
HORZ. REINFORCING VERT. REINF. FLOOR TO GARAGE DOOR HDR. 12" O.G. IN FIELD
(o HOOK IN GROUTED
IN JOINTS PRIOR TO FILLING. Ul
CELL
1-2X(o PT BLOCK 'a CENTER OF J Q
POOR HEADER W/(I)
(1) 1/2 "XS" ANCHOR BOLTS z U '
CLEANOUT REQ'p or (1) 1/2"XS" J-80LT5
zo
., . • a FOR GROUT LIFT (o" EMBEDMENT _
5 FT. UNLESS W/ 2 "X2 "XI/8 WASHER AND NUT
I-IORZ. REINFORCING Z V FOOTING DWL IS
(° NOOK } NOT REQ'D. T''F'. FLOOR DECKING
HORIZONTAL/VERTICAL REINFORCING m O ATTACH- IENT TO FLOOR JOIST
C U EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
BAKER'S
CROSSING
LOT#108
PHASE#2
MO N®CITRIC
BLOCK
DETAILS
NOTES
DATE: 8 /12 /O 3
SCAT: V4101'-01
SHEET
DI OF 4
r
2X4 SUB -BAND a 2X4 SUB -BAND a HURRICANE STRAPS 2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS (SEE TRU55 PLAN
FEILD STREAM CHASE GROVES,WAVERLEE WOODS CHASE I�ROYES,WAVERLEE WOODS 2"X4" BLOCKING
FEILD
SU STREAM
FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
LAKE KEHOE,CYPRE55 HEAP 2X6 SUB -BAND � 2X6 SUB -BAND METAL LATH
LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4'-0' O.C. MAX
ALOMA WOODS 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 -f/16" OSB OR -1/6" TEXTURED
ASPHALT SHINGLES, METAL DRIP EDGE -1/16' 055 SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2' PLY. W/ 15# FELT
1/16" OSB. SHEATHING FIBERC-�L#ASS SHINGLES __
ON 15 FELT OVER
OR 1/2" PLY. i/16 OSf3. SHEATHING'S CLcU1�LDYWOOD 2X4(00NT.)
HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. -�- ROOF TRUSSES
(SEE TRUSS PLAN 2X CLG. BOARD 4 TEXT. GFOR PROPER 2 4 " O.C. NAILED
FOR CONNECTOR) 2X4 5PF STIFFBAK AT BRACING
METAL DRIP EDGE 2X4 DOUBLE PLATE CTYP.) LL UPRIGHTS OVER 4'-10" HETA-16
p (I CONT. ALUM. FINISHED VENTED SOFFIT LINTELSTRAP
IX2 FURR STRIPS
SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT " CLG 5OARD 4 TEXT.TEXTURED
XTU DT
S o 0 1/2L
LINTEL BLOCK FILLED ALUM. WINDOW # FELT OVER
SEE FLR./ELEY FOR DES. WOOD BASE ITYPJ OVER 7/16" O.S.B. SHEATHING R-19 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 1/16" OSB SHEATHING OR 1/2" PLY
SEE FLR./ELEY FOR DE5. SILL (SHEATHING MUST BREAK MIN. 1'-4"
FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
SEE FRAME PLANS TO DBL TOP PLATE W/ i/2' CLG. BOARD TEXT. ��� ���
PRE -CAST SILL _ 1/2" 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
8" CMU R-4.2 INSULATION
O (1 5 CONT. FOR THDR SIZEAN
HETA-16 IX2 FURRING STRIPS BAND DETAIL
IX2 P.T_ FURRING STRIPS FLR JST TO BLK ALUM. WINDOW 3?4
TEXTURED FINISH 1/4" WOOD BASE S" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL SEE FLR•/ELEY FOR DES. SILL
11 Hh� 7/16" OSB SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER
O Q FELT BARRIER FLOOR JOIST/ PREFAB TRUSS
ALUM. WINDOW L R
Y 6"X6" #10 W.W.M. SEE FLR./ELEY FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT.
o REINFORRCEMENT _ FOR JOIISTETYPE PLANS
PRE -CAST SILL LONG. SLAB OVER CLEAN, 6P-4 32" O.G. � STUD 2X4 Dk3L. TOP PLATE
HETA-16"o 32" 0. C. MAX 1/2" CLG. BOARD 4 TEXT r 1/2" DRYWALL
L
COMPACT,TERMITE TREATED O (1�'S CONT.
SEE
SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS
> Z > - S" CMU BAIRRIER,W/�oX�o #10 WWM S" LINTEL BLOCK IX2 FURRING STRIPS 2X4 GONT. STRESS '�l(o" O.G.
} 1 4 2 #5 CONT. (FILLED)
BLOCKING MID -WALL
TEXTURED FIN15H 1/4" - 1 o 0 1/2" DRYWALL
WOOp BASE (TYP.) PRE -CAST LINTEL
2X4 PT. PLATE
q 5P-4 32" O.C. ,@ STUD 1/2"X9" A.B. 32" O.C.
q ALUM. WINDOW 6EM ' BEDMENT
T�I'P. WALL SECT ION SEE FLR./ELEY FOR DES. SILL (WHEN UPL ff=T�
BLK. ° a �, _ WOOD 5A5E (TYP.) GONG. SLAB z -
6 X6 10 W.W.M. PRE -CAST SILL 4° 4" @
L z 3 #5's CONT OR F1BEiR MESH GONG. SLAB 2 S's CONT_ _ -"
RE INFORCEMENT
O 1 _S S CMU 6 MIL VIS
U m U VAPOR BARRIER '. INTERIOR 5EARING WALL
TEXTURED FINISH 1/4"
ASPHALT SHINGLES OVER T�I'P_ WALL SECTION J NOTE: FOR WALLS W/FLOOR LOAD ONLY
#15 FELT ON -1/16" O.S.B. � O � � DO NOT INSTALL CONNECTORS.
, Ci
<1
SHEATHING OR 1/2" PLY FIRST TWO BAIYS 2 -J• TORS'
METAL DRIP EDGE - 4'-0" O.G. MAX
6"X6' #lm W.W.M. 2X4 DBL TOP PLATE
2X4 SUB -BAND o —� O REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z w Z
2X6 SUB -BAND a (SEE TRUSS PLAN) } - }
LAKE KEHOE,CYPRE55 HEAD BRACING N O O (3) S'5 CONT.
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE no
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. CRIPPLE STUDS F-1iRST PLOOR 5LOCiG 1/2° DRY WALL
ENG. GABLE TRUSS R-19 INSULATION
2X4 SPF STIFFBAGK AT SECOND FLOOR FRAME
ALL UPRIGHTS OVER 4'-10" 2X4 16" O.G. MAX
(SEE TRUSS ENG. FOR SIZE)
7/5" TEXTURED FINISH = HEADER (SEE PLANS)
OVER 15# FELT OVER 1/2" CLG. BOARD TEXT. PRE-FAB TRUSS 2X4 PT.
" 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH
-1/l�0" O.S.B. SHEATHING 2X4 NAILER CONT, BT. PLATE
OR 1/2" PLY. (2) LAYERS -1/16 ON GALV'D. META 1/2" X 9" A.B W/
SF-4 32 O.C. STUD 2X4 DBL. TOP PLATE LATH OVE TYPE t :�. MIN. 6" EMBEDMENT
O.S.B.SECURE EA, LAYER OF #15 FELT ' ...I:;
2x4 P.T. PLATE W/ o W/2 Sd,s 8"-12" O.G. -►•- HDR. STUDCS)/JACKCS) �• 1/2 DRYWALL '1' 2" DIA. WASHER
1/2 "X9" ANCHOR BOLTS MAX. •. 32 O.G. MAX
MIN. 6" EMBEDMENT 2X4 WOOD STUDS #5 REBAR CONT_
1/2" X 9" A.B OR J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS alb" O.C.
W/2" DfA. AT 32" O. C. 32" O.C.MAX STUD TO HDR. KING STUD(5) SP-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X6 W/C;`';'•� +,
TOP
12d a 6"-S" CONC. FILLED LINTEL BOTTOM) 3/4" T4G SUBFLOOR
PLYWOOD To TRUSS NAILING BLK. REINF. WITH (1)05 ROD GLUED 4 NAILED
4" O. C. a EDGE �''•' '
O. G. a IN FEILD
all CMu FLR. JST. SIZE SEE r=RAME FLAN �•;�;�;i
TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT.
1st FLR. STUD 2X4 DBL. TOP PLATE uJCOD FRAME TO BLK.
1/2" DRYWALL = _ _ -IF - _ _ - - _ _ =I MSTA-3o 32" O.C. 1/2" DRYWALL
2X4 WOOD STUDS
2X4 CONT. STRESS O.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/ BOLT PER FND. PLAN 5P-4 32" O.G. e STUD 1/2 "X9" A.B. 32" O.G.
p I I I I I MIN. 6" EMBEDMENT J
00 d-
6"X(o" 010 W.W.M. GONG. SLAB z @ 2X8 RIDGE �} p-
0 o OR FIBER MESH 4 4 0
REINFORCEMENT TEXTEfi�IOiR OPENING IN FfR�41`�E 2X4 COLLAR TIE
�� 3 #5 s GONT. 1 _8„ - EVERY OTHER RAFTER 0
w z LU 4 2XIo RARE 0
} QI
0 0)0 } 2 #5 CONT.
u
m
T'1-F. WALL SECTION
2-STOR,I 2-12d EVERY TRUSS 3-126 RARE
INTERIOR BEARING WALL 1X6 NAILER 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
-1/16O.S.B. 1X,5 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
BLK. I-STOR'r (GABLE) MINIMUJM WALL AND �4ADEF�,'
CONS. DETAf1=./vALr,
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O" TO
V-01
4'-11 1/2'
11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
1
2
AT EACH END OF HEADER
3
BAKER'S
CROSSING
LOT#108
PHASE#2
(MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 8 /12 /O 3
sCAT: V4'■t'-0'
SHEET
D2 OF `11
l
# 1000 UPLIFT
SIMPSOM MT6-12
111/-1 loci TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL IFT
(2)6IMP6OM MT6-12
ONE EA. SIDE OF TRH
OPPOSITE SIDE OF E
11111 10cl TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
-RUSS
FINISH o LANDING
12" Z
P.
z
3 5OND BEAM
TFZ,'U'ee ANCI40F [DETAIL=iREETFOPIT
9" MIN.
LESS THAN 10'
REQUIRES
1' NOSING
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 F5C 2001
2R+1T=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/6" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CRO55 SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRA5PABIL ITY
WINDERS- MIN. 6' WIDE a NARROW END
MIN. 11' WIDTH 10 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
1X2 PT.TOP OF BOX
D5L. TOP PLATE —
2X4 STUD
1/16' OR 15/32' 0.6.5.
W/1/5' TEXTURED
FINISHED OVER
GALVINIZED METAL—�
PAPER SACK LATH
SIMPSON H-5 (MIN.)
a 2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 5TM.PLATE
3/4' PLYWOOD
2X12 TREAD
CUT TO FIT
- 1X8 R15ER
LESS THAN 4" TYP. I.
BETWEEN SPINDLES
SP4 OR H-5 TOP PLATE TO STUDS
2"-0' A5V. 10'-O' LEVEL TO ROOF
OR 2'-O' A5V. HIGHEST RIDGE WITHIN 2'-0'
cly
10'-0"
FRAMED CRICKET
HANI:
1/2" D
]XI
1' N051NG TYP.
' 4
m T
r
STAIfP, SECTION D TA f 5
PRE. ENG. TRUS
IX2 PT.ToP OF
D5L. TOP PLA'
T/I6' OR 15/32'
Wr1/5' TEXTURE
FINISHED OVER
GALVINIZED ME
PAPER SACK L
C�4It'-INEY DETAILS
CRICKET
51MP50N H-5 (MIN.)
a 2X4 TO TRUSS
& 1= C T I Oil
2'-5-1/2"
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO D5L. PLATES A5V.
36" MIN. FINISH
STAID UJINI)fR IDTAIL
ASPHALT 5HINGLE5 OVER
. 15 FELT ON 1/16' O.S.B. —
(2) 2X4 "2 ND SYP DIAGONAIL 5RACE /
TO 3-
12d/Etv EA R 5 TRRU5 ( DIAGONAIL BRACE
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHINGSEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFEACK
AT ALL UPRIGHTS
OVER 4'-10"
7/16' 055 SHEATHING
USE Sd NAILS AT
4" o_c. EDGE 4 6' o.c. FIELP
2X6 PT. PLATE ROLT W/ 1/2'X9 A.B. c0MMOM
(W/ 2' PIA. WASHERS) V 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' oc.
NAIL CONT. RAT RUN t0 INSULATION
TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN.
1-45 REBAR CONT. 2X4 5PF RAT AD NT
t0 DIACsONAL DRAG.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRACE
(I 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G�A I=E ENID CR,O55 5�'AC INS 1- STORM
4 2X4 SECURE TO 2X4 5LK W/2-12d
SECURE TQ 5LK W/ META-16
2X4X4' SECURE TO TRUSS W/ 3-12d
O.G. MAX TYP.
ll—� I
2x4 51-K SECURE THRU TRU85 W/3-12d®
'PER ENG'D TRUSS 24' O.G. MAX
21_011 EXTEN5[ON s OFT SEFVICE
N.T.S.
METAL LATH
OSB OR TEXTURED
1/2' PLYWOOD FINISH
W/ 15# FELT
2X6 (CONT.)
2X4 (CONT.)
SIMPSON EXPAN510N
HETA-16 JOINT
CMU'S
TEXTURED
FINISH
TWO STORY
(2) 2X4 1*2 ND SYP DIAGONAIL 13RACE
W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING; SEAMS
(2) 10cl NAILS EA END
TO TRUSS
2X4 SYP 6TIFF5ACK
At ALL UPRIGHTS
OVER 4'-10'
7/16' 055 SHEATHING
USE 8d NAILS AT
4' o.c. EDGE 4 6' oz. FIELD
2X4 W/ 3/5' X 5
LAG OR SIMPSON HTC-4 a 32' O_C. MAX
SHEATHING NAILING TO 5E
&'-8' O.C. IN FIELD
4' O.C.sALL EDGES W/Sd NAILS
OSB OR
1/2" PLYWOOD
UJ/ 1541 FELT
[2X&
(CONY.)
2X FLOOR JOIST
2X4 (CONT.)
2" MIN.
OVERLAP
CAULK
SIMPSON
HETA-16
CMU'S
YRISNRED
TWO
STONY
FIRSY FLOOR BLOCK
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
�COMMOM
—1/2' CLG. BOARD
TRUSS 24" o.c.
-�--.NAIL CONT. RAT RUN TO
INSULATION
TRU55 W/ (2) 12d 10 EA. TRU55
R-19 MIN.
'---2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
— 05L TOP PLATE
`2X4 STUD IV O.C. MAX.
.-2X4 5TM. PLATE
* SU5-FL00R
) 4 NAILED
HETA-16' FLR JST TO 51-K—FLRtRU55
1- "5 RE BAR CONT.
0'-0' TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' 5RACE
(1 'X' 5RAGE -8 GENTER)
(2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END)
,4 LE END C O5,13 5f;P,C INS 2 - 5TOf;P,""'
BAKER'S
CROSSING
LOT#108
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8 / 12 / O 3
SCALE:
SHEET
OF41
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 6IZE.145
MIN HEAD SIZE .300
2 X 4: CEO
MIN EMBEDMENT 1 1/4')
SECURE TO BLOCK
8' FROM EACH END AND 18'
W/3/16' TAPGONS OR DRIVE
2 X 4 (MIN 2 X 3J I-3/16 TAPCON
O.C. MAX. MIN 1-1/4" EMBEDMENT
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
OR DRIVE PIN (MIN SHANK SIZE.145
2 X (o (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 300
OR DRIVE PIN (MIN SHANK SIZE.145
WITHIN 8' OF EACH END 4
MIN EMBEDMENT I I/4')
IS' O.C. MAX. SPACING.
8' FROM EACH END AND IS'
PRECAST HEADER(MIN)
MIN HEAP 512E 3IDID
MIN EMBEDMENT 1 1/4')
2 X 6:
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND 18'
SECURE TO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPGON
O.C. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPCONS OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON I
EXISTING BLK ABV.
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
MIN HEAD SIZE 300
16" HIEGHT.
OR DRIVE PIN (MIN SHANK SIZE.145
1/4' TEXTURED FINISH
MIN EMBEDMENT 1 1/4")
MIN EMBEDMENT 1 I/4")
MIN HEAD SIZE 300
i/8' TEXTURED FINISH
WITHIN 8' OF EACH END 4
S' FROM EACH END AND
O.G. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
"1/16" OSB SHEATHING
18' O.C. MAX. SPACING.
8' FROM EACH END AND IS'
2 X 4 16' O.C. MAXIWHEN OVER 16' IN HIEGHT.
2 X 8 (MIN 2 X 3) 2-3/1/o 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 SIZE.145
7/1/o' OSB SHEATHING
2 X SOLID BLK'G a ARCH
SECURE TO BLOCK
1/2' DRYWALL
MIN HEAD SIZE
1/4' TEMPERED MASONITE
SECURE W/2-126 EACH END
W/2-3/16" TAPCONS OR DRIVE 8" GMU -
I'X4' OR I'X2' P.T. NAILER
.300
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
GLUE 4 NAIL W/Sd'S 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'S SPEC'S.
PIN (MIN SHANK 5IZE.145
8' FROM EACH END AND IS'
MtL WOW FRAME
MIN HEAD SIZE .300
DOOR CASING
O.C. MAX. MIN 1-1/4' EMBEDMENT
CMU WALL
MIN EMBEDMENT 11/4')
WITHIN 8' OF EACH END 4
17NOTE:
'NOTE: NO GAP a WDW FRAME
18' O.C. MAX. SPACING. DOOR JAMB
SHIM NEEDED
TO PLUMB JAMB
To EXCEED 1/4'
ATTACH TO 2 X
DO NOT EXECED 1/4'.
D j�
C k LU AN'T"[DETAIL 1 e II A NIDF�.
PER MANUFACTOR'S DETAILS.
��i I �l
H I I I �/ I I I -/
�1-11� I [DETAIL � 1� I
1 /�
�� J CFI I5 TO
/� j
CC< 1 = 1 /2 11 +
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145 ,[�
PRECAST HEAPER(MIN)
MIN HEAD SIZE .300
D15L. TOP PLATE
MIN EMBEDMENT 1 1/4')
l/8" TEXTURED FINISH
8' FROM EACH END AND 15'
MORE THAN
SECURE 2 X RIP TO FIT
�/16 OSB SHEATHING:
1X4 P.T. OR 5/4' X 4' MIN.
SECURE THUR FRAME AND
O.C. MAX. MIN I-1/4' EMBEDMENT
16' HIEGHT.
W/2-12d5 6'-8' O.C. MAX.
EXTEND I-1/4' INTO BLOCK
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O-C. MAX.(WHEN OVER 16' IN HIEGHT.)
W/3/16 7APGON5 OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
LL2
2 X 4 (WHEN OVER 16' IN HIEGHT-)PIN
(MIN SHANK S
MIN HEAD SIZE 300
MIN HEAD SIZE 300
X SOLID BLK'G a ARCH
MIN EMBEDMENT 1 1/4') g' GMU--
1/2' DRYWALL
MIN EMBEDMENT 1 I/4')
SECURE W/2-12d EACH END
REFER t0 MANUFACTURING
1'X4' OR I'X2" P.T. NAILER <
8" FROM EACH END AND IS°
O.C. MAX. MIN 1-1/4" EMBEDMENT
OSB SHEATHING
ATTACHMENT PER MANUFACTOR'S SPECS.
DETAILS FOR SPACING.
DOOR CASING�/16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.)
MTL WDW FRAME
NOTE:
OR DRIVE PIN (MIN SHANK 5IZE.145
2X4 BLOCKS
*NOTE- NO GAP lw WDW FRAME
DOORJAMB
SHIM AS NEEDED
TO PLUMB JAMB
MIN HEAD SIZE .300
�- CMU WALL
TO EXCEED 1/4'
DO NOT EXECED 1/4'.
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
O.C. MAX. MIN I-1/4' EMBEDMENT
ARG�LUA�
�
IDTAIL CUTALUA"
ID O O fR J A I I 5 TO
B L O C< 3/4 OfR � /4
NAILING SCHE®ULE ALL NC7 T l;:' S IN REFERENCE
ROOF DIAPHRAM
TO E L C,) R I LTA B U I IL S I N G
USE 1A6' O.SB. OR 1/2' PLY WITH -8 Gt1N NAILS AT 4' D.C. AT
AT 6' O.C. AT
AND V E DE
PANELPORTS.
N,TEWEDIATE
r`�
(, s O V E 2001
AILNAILS
ALSO SEEDGES
SUPPPOMED
ROOF SHEATHING TO GABLE END FRAME
USE #e GUN NAILS • 4' O.C.
S i �"' PLAN NOTE S
EXTERIOR SHEATHING
USE 1/16' ObB. OR 1/2' PLY WITH 08 GUN NAILS AT 6' OG. AT
PANEL SIDES AND '8 GUN NAILS 4' O.C. TOW 4 BOTTOM
PANEL AND -8"NAILS Ar 6' O.C. AT
-
1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IB' ABOVE
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
CROWN OF rWNTAGE 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
CON5TRUGTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
NAIL REQUIREMENTF2
LEVEL. CONTRACTOR SHALL vER11=YYLEVATION
Low
OF FINISH105
LAB WITH SIGNED AND SE ED SRVEA
SIZE
HEAD
LENGHT
DIA,
TENSIL STR
3) LOT DRAINAGE 50ALL GONFORT'1 TO ALL LOCAL CODES, W&OULAI IVINS
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUNDMODIFIED
1 1/8'
.113
Iim,000
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
GI I �Avlwl�_ Ivvl�_Ativwl vtxy..+Iw U_ 11 - -IAI I I -Al
I0d
2 I/8"
128
Il0jd00
-
NOTE. NAILS TO BE MFG. BY MEMBER OF INT.
--• .'-vvl�a..rl —-I Ivl., va..ry a .v, ti. I.�. arv-u.�. ___- vry I I v --
CODES, REGULATION5 ANp RESTRICTIONS HAVING JURISDICTIONS AND
STAPLEXAIL 4 TOOL A550CIATION
AS SELECTED BY BUILDER
GENERAL NOTES
6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 15 TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DCRITERIA:
C
PLUMBING N OTC S
F;
I. BUILDING CODE REQUIRFOR MENT6 FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS I10-120 (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'
DBL. TOP PLATE
6. INTERNAL PRESSURE CO -EFFICIENT +I8 THRU -15
2) WATER LINES SHALL BE CPVC.
DBL. TOP PLATE
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
(SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
}3
DBL. TOP PLATE
CONTINUOUS WALL FOOTINGS.
DBL. 70P PLATE
3. CONCRETE AND REINFORCING
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 ANp WITH
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR 6TRUTURAL CONCRETE BUILDING ACI 301.
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500
P51 IN 28 PAYS
(w) HOSE BIBS TO BE PROVIDED WITH BAGKFLOW PREVENTER.
2X4 16' O.G. MAX.
C. REINFORCING BARS SHALL CONFORM TO ASTM A615 A6l/v OR 611, GRADE 40
4. DESIGN LOADS
1) ELECTRIC WATER NEATER SHALL HAVE A STANDBY LOSS NOT t0
2X4 16' O.C. MAX.
r
A. IN ACCORDANCE WITH FLORIDA BUILDING GORE 2001 CHAPTER 16
EXCEED 4m WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
u
ROOF LIVE LOADS OF
8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
I
5. LUMBER
BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
A. ALL STRUCTUAL LUMBER SHALL BE "2 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
SECURE 2X4
(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY
9) ALI- POOL PLUMBING AND RELATED EQUIPMENT SHALL
TO WOOD W/2-12d g
8HALL BE PRESSURE TREATED)
BE PROVIDED BY POOL CONTRACTOR AND 8HALL BE PERMITTED
6. TRUSSES
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWIN58.
'AS
SECURE 2X4
PLUMBING CONTRACTOR 6NALL PROVIDE TWO COPIES OF -BUILT'
6'-S' O.G. STAGGERED
TO WOOD W/2-12d m
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
FLORIDA BUILDING COPE 2001
_
6'-8' O.G. STAGGERED
TRU55 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
10) ALL CLEAKOU75 FLUSH WITH GRADE.
BT. PLATE
PRIOR TO FABRICATION.
-1. GARAGE DOOR
11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
A. ENGINEERED FOR 120 MPH WIND a3 SEC, GUST.
RIDGES.
SECURE 2X4 W/2-3/16' TAPCONS
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
OR DRIVE PIN (MIN SHANK SIZE.145
C. DETAIL TO BE ATTACHED t0 PERMIT PACKAGE BY BUILDER
PLUMBING CODE CURRENT EDITION.
Ile �
���
5. ASPHALT SHINGLES
MIN HEAD SIZE .300
SECURE 2X4 W/2-3/16' TAPCONS CHI
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 5IZE.145
B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE ASTM D-22226
2001.
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE .300
FOU N CATION NOTES
14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
15) ALL WATER CLOSETS 8HALL BE WATER SAVING Ib GALLON FLUSH TYPE
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING
MIN. 2-12d PER BLK EA. END
EXCEED IS' O.C.MAX.
PRESSURE.
BLOCK NOTES
I/2" PLYWOOD
OR 7/16' O.S.B.
2X4 SOLID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
. 1CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
SECURE TO SHEATHING W/ I/2 PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED
MASONARY IN ACCORDANCE WITH ASTM Clio AND CI45 AND SHALL
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONC. POUR
HAVE A NET AREA COMMPRE5SIVE 8TRENGHT OF IWO PSI.
MIN. 2-12d PER BLK EA. END OR 1/16' O.S.B.
MORTAR
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
/� J� /
rN1DCW
AGGREGATE
METAL ACCESSORIES
T /\F \T / I
I JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM to THE
%/
F
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR
FOLLOWING:
j
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL.
A. ASTM A82 FOR JOINT AND WIRE ANCHORS.
T R I C A C P UJ A
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
, HEADED AND
SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT.
C. A5TM A366 FOR SHEET METAL ANCHORS AND TIES.
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO
2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
HORIZ. BARS AND LAP VERTICAL BARS t0 DOWELS MIN. 25'.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
BE STAINLESS STEEL OR PIPPED GALVANIZED MEETING THE
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
REQUIREMENTS OF ASTM ASO.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ VxVxl/8'
MASONRY WORK GENERAL:
AT 3' O.C. STARTING AT s' OFF EACH CORNER
1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
(. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
ROOF LIVE LOAD: 20 PSF
2. BED AND HEAD JOINTS SHALL BE 3/8' THICK.
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
3. MASONRY WALLS 8HALL BE RUNNING OR STACK BOND CONSTRUCTION.
PER WIND MAP.
WHEN MA6ONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
8. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY,
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND
SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C.
CORNERS. USE CORNER BARS OR SEND REBAR LAP A
REINFORCING STEEL, GENERAL:
MINIMUM OF 25.
1. REINFORCING STEEL SHALL BE NO. 5 5AR5.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
FINISH GRADE
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
IN ACCORDANCE WITH A6TM A615, A616, A611, OR A106.
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
3AKER' S
ROSSING
LOT#108
PHASE#2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8 /12 /O 3
SCAL4P'i: ANEI1-01
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