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PERMIT 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
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
CONTRACTOR
ADDRESS
0
SUBDIVISION
PERMIT # Au `41 DATE •C,
PERMIT DESCRIPTION
PERMIT VALUATION MAP
SQUARE FOOTAGE c? S"77)
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DESIGN CRITERIA:
FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY— RESIDENdTIAL - GROUP R
• CONSTRUCTION TYPE - VI
• 1-STORY RESIDENCE: BLDG HGT 19'-7"
SPECIFIC PARAMETERS FROM FBC 200)1 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMIOTION 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
-J120 '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 LPVE IOPSF DYAD
FLOORS @ NON -SLEEPING AREA-40P'SF LIVE 10P3F _ DEAD
BALCONIES-40PSF LIVE 1OPSF-, DEAD
DECKS-40PSF LIVE 10PSF DEAD-
STAIRS-40PSF LIVE 10PSF DEAD
RO9,Fs-2OPSF LIVE 1 PSF'-DEAD
C. BASIC WIND SPEED MPH (M/S)= 120)
D. INTERNAL PRESSURE CO-EFFICENT= +- 81 - - -
E. BUILDING CATEGORY=B, USE IMPORT'ANCE 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 SMALL 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.GIUST MIN. WIND LOAD .
B. DETAIL TO BE SUPPLIED BY MANUFAaCTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT' PACKAGE BY BUILDER
INDEX:
PG
CI
—COVER PAGE.
PG
1—FOUNDATION PLAN
PG
IA
—DOWEL LAYOUT
PG
1B—LINTEL
SCHEDULE
PG
1C—WIND
LOAD CALCULATffONS
PG
2—FLOOR
PLAN
PG
3A
ELEVATION"A" FRONT --REAR
PG
3B—ELEVATION"B"
FRONT —REAR
PG
3C
—ELEVATION "C" FRONT —REAR
PG
4A
ELEVATION"A" LEFT —RIGHT
PG
4B—ELEVATION"B"
LEFT —RIGHT
PG
4C—ELEVATION"C"
LEFT—RZIGHT
PG
5A—TRUSS
PLANA"
PG
5B—TRUSS
PLAN,',B
PG
5C—TRUSS
PLAN"C"
PG
6—ELECTRICAL
PLAN
PG
DI—FND
DETAILS GENERAIL NOTES
PG
D2—CROSS
SECTIONS
PG
D3—MISC
DETAILS
PG
D4—CROSS
SECTIONS
4
www. drhorton. com
PE!, y M I T &4 4.4 07
CBC055300,
6250 Hazc=,1tint=, r44atic>nal Drive Orlando, FL. 3n822
Tel: (407) 857-9101 -Fax (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
or,
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BAKERS
CROSSING
LOT #72
PHASE #2
DATE: 9 /17 ,/ 0 3
SCALE: 1/41EV-0'
SHEET
C I OF 6
7._I_An
DOWEL PLAN
--------------------
DOtitiEL PLAN
P ENTRY
ELEV. „C„
i
fi
11
t
a
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m
m
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101 — 0II
2'-411
4
D1
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■I
lO EXTEND
D1 SLAB 1 1/2"
0'-O" ELEV. _
FIN. GONG. 5LA8
I
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1
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■ F� --I — — — — [- OPT. I
I ISLAND Lr--„ i� -III o-j
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II I-- —
r — — -� II I OPT.
IRANCEI II I REF.
CHASE
`Q
■
0
0'-011 ELEV.
FIN. CONC. SLAB
I =
4
39'-8"
29'-8"
/ "— — — — — — — — — — — — — — — — — —
211_011 31_ 51_/T II
OFT. SE2/-8
`p DOOR W/
CONC. PAD
21'—KIII I ( 21— "
C�
I
I L J Wc.
C i � D I I SHOWE3�2 I I
I II I
D1 I m I I I
OPT.
■
I
I
5'-111 1-211
— -----------------
I■
0'-0' ELEV.
FIN. GONG. SLAB
�o
3 1/2" CONC. REINFORCED
W16"Xro" 010/10 WWM ON (o-MIL.
VAPOR BARRIER ON WELL -COMPACTED I ■ A
CLEAN TERMITE TREATED FILL OR
APPROVED SUBSTITUTE,
(RECRUIT ::�_ SYSTEM) D1
■
-011
CENTER OF
}
2Xro WALL
}
o Q
OPT.,
lu Q O
r ,
Q
m
OPT.
WATER HEATER IN
Ll
I I I'WC.
SAFTEY PAN ■
X O
L_—J LJ -' -
5
lu00 NUCQ
EXTEND
SLAB 1 1/211
-
Kl
TUB
WH.
_(
411 P.`CONE).).J -
`CONE).)
-3 1/2'
3'-0"
15'-loll CHASE
/
m
_
m
m
OPT.
I
— — —
LOFT
2-8
m S I
DOOR W/
D I I = I GONG. PAD
■
B TYP.
DI
■
24"X24"Xl2' GONG. PAP
W/3-S BARS E.W.(ON CHAIRS)—
-1 " MIN. 3" COVER
c�
/4
N
o
EXTEND
SLAB 1 1/2"
D 1 811
_ 811
3 1/2"
■� CONC.
■ 3 1/2 SLAB L
■ e
9'-o" 1'-loll
391 —011
a
11 8
D 1 D I -4 1/2" N.B.
I
I
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-
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=
-------------------------�
1 \ wc., 1 I SHWR.
It
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OPT. _ 1`TUB II
�AJiLVL
/ I ■
� I
I II_511 I
2'-(" 51-3" 2'-0"
I 1
------------------------
OPTIONAL
`J�OWNEItS .BATH
F-----------------------
131-411
3 I/2"
C:ONC.
SLAB
24"X24'X1V G0NC. PAP
W/3-05 BARS E.W.(ON CHAIRS)
MIN_ 3' COVER
(3)TYP.
III -loll
BAKERS
CROSSING
ILOT #72
PHASE #R
MODEL:
99 1 7 4 R9
9 9 4 99
FOUNDATION
DOWEL
PLAN
DATE: 9/17/03
SCALE:
SHEET
1 or 5
BAKERS
CROSSING
LOT #70
IHAS E h
MODEL
"174 R9
9 9 4"
LINTEL
SCHEDULE
mmmmo
(DATE: 9 /17 /0 3
SCAT : 1/4101'-0'
SHEET
IAOF 5
t
BAKERS
�ROSSING
LOT #72
PHASE #'.,,-
MODEL:
99 1 7 4 R9
9 9 4"
WIND LOAD
CALCULATIONS
DATE: 9/17/03
ScAT: 1/4'■1'-0'
SHEET
1 B OF' 5
�I
F
T
w
SQ.FT .
CALC. � S
LIVING3
1100
SO.
FT.
GARAGE
430
SQ.
FT.
LANAI
10
60,
PT.
ENTRI l
22
60.
FT.
TOTAL
2 2 90
60.
FT.
ENTRY ELEV.
"C" al
50.
FT.
TOTAL-
2 39
SO-
FT_
FAI I
L07416
KITCHEN
LA/ I
36 0o O 0O
REF.
SPACE I
RANGE /
gj)�_LLI�'CIIEN
b-
I
-------------------Y
F---
FO— E'ER 1
68 x .9
9 U x
I (2) 25-5w w/ I 8"
I
ELIP.TOP' (ELEV.A)
ELIP. TOP (ELEv.-A) 6I8" x 18" (E-LEv.B4C)
(2) 26-5N
u (ELEV.-54G) TEMP. MT.— TEMP.
(2) 1'-0>" SL. W/ I
TRANSOM A5V.
5ARRE:L GLG.
2'-a°I/ at
I = (oXeo POSTI
(3 )TFYF.
l 20'-6" J
`---------------------------
IENTR 11 ELEV. 99 c 797
I
39'-a"
10'-011 29'-a"
8'-8" 18'-91 _31 31_81
2'-4°
10'=011 a -a° 0'-411 5
CONC. PAD
W/ DOOR — — —
OPTION----
25-SN 25-5N
EGRESS EGRESS I g
------- —
j1 OB5N I
OWNERS I �'
z�
= I BATH I a)
LANAI
CLG. `1 tL I m I ? I
I o l OWNERS I s
SUITE I OPT. I =
V-4" CLG. I LA' LAV. �. I ,n
(CARPET)
I � 06 8 S.G.D.
-------
\�— — I
— — — — — — — — — —
m �6 W.I. C. CIAe
NOOK 91-411 GLG.
IR-ISN (CARPET)
9'-4" CLG.
I " 14-0 BF.
rOPT. 2' X 4'
2'-i3" 12'-110° I SKYLITE
UA12, FAMILY
-`I ROOM Q `� I BDRM.#2 m
N
1 LLI 9'-4" GLG. 0- V-4" CLG.
(GARPET) LU m (CARPET)
KIrT—CH—E—N—� I IQN ��cn
� w
9 -4 iOPT. 2 X 4 � y-
NmOFT.
—� _—SK—lL-ITEd ISLAND
`----
12'-3
TL
RANGEOPT.
-
B9D'-R4'MG. LG3
MCI.REF.
O O LAUN. (CARPET)
ya.
HALL
�v
,
ARGN c3'-411 cLG. BATH
'-OCLG.
-2-10" .4=
b
41
Li
5-0 �n
DINING
� ROOM
a
9 -4 CLG. L — — IR1SN N
m (CARPET) MT.
,\
OPT. PLANT 4 A C N
SHELF la a'-0" A.F.F. I I 22" X 54" iGONp�
= I ATTIC
T% T IR_-iSN ct � -ACCESS- j
1/ 1 ���1 0-� 1/J 2-0 BF. _
`�' W/ OPT. PULL DN. STAIRS
4'-011 3'-3" 20'-2" -- J
OPT. 2 -S
LIVING ONC PAID
ROOM -
91-411
(CARPET) _ _ _ _ _ _ ' N
FOYER
GARAGE
00" x 12 x la"
(2) 25-SN W/ I ELIP.TOP (ELEV.A) 9'-4" CLG.
FLIP. TOP (ELEV.-A) I68"xla" (E,LEv.B4C)
(2) 26-51-1 W/ I �e
SEE ELEVATION (ELEV.-B) MT.
(2) 11-0III 5L. W/
TRAN50M A5V.
I
16' - 011 X 7' - 0" O.N.
-------------------
FRAME A5V.
'-loll 16'-O"
20'-011 19'-a"
39'-a"
0
MIRROR
OWNERS. BATH
41-011
F8' - 01I
II
,goo
III 11jL
1N3-SN
OBS 41.3
m
013 TI0NAL
OWNERS
?6 BATH TUB
OPT. 9'-4" GLG. DECK
LAV. LAV.
A.F.F.
OPTTONAL
rJ OWNER-6 BATHRMOM
4" 41-011
411
41-8"
0
ARCH
EXTERIOR MASONRY
WALL BRIG. HEIGkTS
1�11111�1��1
■■■■■■■■■■
BAKERS
CROSSING
ILOT #72
PHASE #F
MODEL:'
9 9 4 99
FLOOR
PLAN
00
DATE: 9/17/03
SCALE: 1/41=1'-®'
SHEET
3�� 2 or 5
IN
U
z
19'-1" BLDG. NGT.
V
12 I ('�
� 12 z �
e
CRICKET EXTEND ROOF W1 OP D ROOF
W1 OPT. SERVICE DOOR EXTEND ROOF
SERVICE DOOR W/ OPT.
SERVICE DOOR m v
9'-411 BRG. 9'-4" E3RG. - - - - - - - - - - - 9 - 411 B Q
2'—O`
�c.i 1-0II 1—OII
F- F- F- F- F- F- F- F-
SG/ I I K/
I
F- F- F- F- F- F- F- F- SCORED OFT. DOOR W1 TEXTURED
� STUCCO ELANDS CONG. PAD I FINISH �
F- F- F- I- F- I- F- F
I
O-OFIN. FUR. O'-m" FIN. F!_R.
�' " ---
C�
JE V AT I O N
REARELEVATION O
O
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
14' - S" P 'G.
0 II
A
9'-4" BRG.
III
(TEXTURED
FINISH
�4
i
BAKERS
RCS S S ING
LOT #7-or
HAS E #
MODEL:
9 174 R"
9 9 4"
ELEVATION
7) B 22
M
L
K
I4EADER SPAN C�4/ART•
SINGLE STORE APPLICATION
SIZE
CLEAR SPbN
D8L 2Xro
DBL 2X8
DBL 2XIO
DBL 2X12
UP TO 5'--4"
5'-4" 11 TO '--011
�}
I'-0" TO 10111-OR
10'-0" AND OVER
TWO &TORY APPLICATION DOU.JN STAIRS
SIZE
CLEAR SPAN
DBL 2X&
DBL 2X8
DBL 2XIO
DBL 2X12
UP TO
5'-011 TO ro,'-4"
(v'-4" TO 811--0"
8'-0" AND OVER
4X4 P05T=(2)2X4'5 NAILED WITH 12d 6"-S" CO.C. STAGGERED
4X6 POST=(3)2X4'S NAILED WITH 12d 6"-S" IO.C. STAGGERED
.`7H1=.H I HINC:Z I V tnML-t. >=JLrll. WHLL. I C_/ zi -IF
SECURE WALL TO SLK. 2X4 WALL W/ GONT.
W/ 1/2"x,5" A.R. EACH SHEATHING TO 5FG.
END (4-TOTAL) SECURE WALL TO 5LK.
W/ 1/2"x8" A.B. 32" O.C.
TRUSS PLAA
*CONNECTOR5 TO 5E 5T IPSON U.N.O.
*TRUeS 14ANC�r=R5 TO 5E SUPPL. f EID 4
ENGzI[D. 5"r T•RU,55 CO.
*TRUSS TO E3LK META= fro W1 12 =10d
*fiRU55 TO WOOED 1 ITS -12 W1 14 106 x 1/2 "
M
L
K
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X6 RAFTE
2-12d EVERY TRUSS
/
1X(o NAILER-7
J
z_
2X5 RIDGE }
O�
O�
3-126 RAFTER
TO NAILER
1/16" O.S.B. J 1X8 NAILER —/--
OR 1/2" PLY, 2-126 EVERY TRUSS
CONV. FRAMING DETAIL/VALLEY
D5L. TOP PLATE
D 16 " O.C.
5.
IN15H
6
LL
KNEE WALL DETAILC ENTRY
(�4 HIP DETAIL
ACCUSP
BAKERS
;R®SSING
LOT #72
PHASE #2
MODEL:
9 1 7 4 R99
9 9 499
TRUSS PLAN
A"&"B"
00
DATE: 9/17/03
SCAT : 1/4101'-0'
SHEET
4ABor 5
BAKERS
;ROSSING
LOT #72
CHASE #'0'
MODEL:
7 174 R"
9 9 4"
ELECTRICAL
PLAN 00
DATE: 9/17/03
SCALE: 1/4' ■ 1'-0'
SHEET
5 OF
5
A
d
SP-4 16" D.G./EA. STUD 2X4 DBL 2X4 MID -WALL
TOP PLATE 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9"
BLKG BLKG ANCHOR BOLTS AT 3' O.C.
(o"X(o" #Im W.W.M. S REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" XI 9" A.B. 32" O.C. 2" ASV, CONC.
QL �PSf EPDXY 25" MIN. ABV. /Q" EMBEpMENT BLKG EMBEDMENT 2X4 STUD 2X4 STUD
SLAB/6" MIN. EMBEDMENT 16 " O.C. MAX. 16 " O.C. MAX. 6"X6" #10 W.W.M.
c� II 6"X6" #1(Z) W.W.M. 2X4 P.T. 2X4 P.T. BT PLATE SF-4 1(0" O.G_/EA. STUD 2X4 P.T. BT PLATE _
SP-4 16" O.G./EA. STUD--� BT PLATE
( O O O O O O
(2) GONT_ #5 KEBABS 1 _4\z� 2-#5'S ON CHAIRS
> CONC. SLAB 4„ I 4, z Q CONC. �pLAB 4„ 1'_a �„ z GONG. SLABZ:74 4„\,I
0 2 05'5 CONT. 1 O 3 #5'S CONT. - 2 #5'a CONT. I _o-'
U TYP. RETROFIT FOR ALL m m
aYF-WALLSECTION 1.000D FI�AME FOOTING
��INTERIOR SEARING uJALL INTERIoR BE�4RIN2�UALL/NO UPLIFT �LK. SINGLE STORY INTERIOR SEARING I.UALL
1- &TOR,I' 2 - SToiRY 1= STORi'
� 2A ��
3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE -.-05 DOWEL BAR(ONE SIDE /05 DOWEL BARS #5 DOWEL BARS
(VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /� DIM VARIES 5/a" DIM VARIES
9" ANCHOR BOLTS AT 3' O.C. -I 5/5" Cuf B II (O"X6" #l0 W.W.M. -1 5/8" CURB I� (0"X(0" #10 W.W.M. CURB II ro"XI" #1 D W.W.M.
9" ANCHOR BOLTS AT 3' O.G. MIN 6" EMBEDMENT \
IF
ONLY IF UPLIFT ON WALL (0"X(" #10 W.W.M. rll
MIN roll EMBEDMENT EXTEND 1 1/2"
w
m (O"Xro" #lm W.W.M. RECESS /2" °� � }
IL_
L`� 0 0� 2-#5 S ON CHAIRS m o C� (3-5'6 W/2-STORY)
0 0 _" 2-05'5 ON CHAIRS
1' - 41I
40, SINGLE (3-5'S W/2-STORY) 51NG411a" m ' -a" STORY
4 \ _ 3 S S ON CHAIRS STORY
i -O 2 S'S ON CHAIRS 1'-a"
TWO
STORY Two
THICKEN EDGE GARAGIE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY
INSIDE FTG. AT CxARAGE STEP-UP �� GARAGE SERVICE/POOL. GARAGE CURB GARAGE CURB
2-S"I"ORY BEARING WALL pooR RECESS
I -STORY BEARING WALL
GONG. SLAB OVER CLEAN,
(3) # 5 RODS EA. WAY ON allCMU � COMPACT TERMITE TREATED
R
CHAIRS (MIN. 3" COVER) -4 O.C.
& MIL. VIS. VAPO
TOP CORD BLOCKING AT 4'
Z 6"X(0" #Ud W.W.M.
4 O.G. MAX. IN FIRST 2 FRAMING
- GARAGE SLAB N — SPACES AT EACH END_
GRADE - SLIDING DOOR TRACK m
m � I RAFTER OR TRUSS
SLOPE CONG. ROOF SHEATHING
ROOF SHEATHING LAYOUT
2'_01 To FRoNT(I/4°-1/2"� CURB WALL all GONG. DRIVEWAY-
0 0 o AND ENDWALL BRACING
-71 1 1/2 � GARAGE 3 #5's CONT. FOR GABLE END FRAMING
9 1/2" BEYOUND I I'_a 3 MIN. COVER - z
Q
24"X24" EXT. PAD 6LAB 4T SL: CzLASS DOOR GARAGE (DOOR v v D
OPENING 2-STORY FOOTfNCs 5UILDING LENGTH co
II II �I #ad GUN NAILS a4" O.C. #act GUN NAILS
II II TOP BOTTOM EDGES 6" O.G. IN FIELD
° POURED LENTIL TO BE II II
II OUTSIDE BAR cn Q
Q
01.CONT. (TYP) #5 REBAR II II w u qLu
'
2X WALL FRAMING —_ —_ —_ — —_ II II II CONTINUOUS
(3) 1/2 "Xa" ANCHOR BOLTS ; z Z
8" CMU FILLED /' or (3) 1/2"Xa" J-B(OLTS - _ - s- - Z
MIN. �" EMBEDMEN',T � � U � �
CELL (TYP.)
W/ 2 "X2 "X1/a WASHE:iR AND ; ; _
T'P. EXTERf OR S1-1EATHING
EXT. FRAME WALL TO NUT SPACED EVENILY FROM 25" MIN. LAP _ ,1
FLOOR TO BOND BEAM. SET ATTACHMENT FOiR ROOF SHEATHING
BLOCK WALL CONNECTION IN JOINTS PRIOR 1T0 FILLING. TYP CDR ERS AP @ NOTE:
(SLEEVED ANCHOR IN SOLID
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR @ 1 STORY WHEN GLUED TO ROOF MEMBER
3-#5's REBAR � 2 STORY �OOR f I�I�O����f Ol�l E;OC��S � IO"-I2" IN F�ILD
TYP. EXTERIOR SHEATHING ATTACHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
01.CONT. (TYP) (O.S.B_ TO BE STRUCTURAL GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
GROUTED PRE -CAST HDR. Xa GARAGE DOOR BUGK W/
ARE NOT REQUIRED EXCEPT AT OPENINGS
BOND BEAM (3) 1/2"Xa" ANCHOR BOLTS
TIE TO HORZ. BARS - :b° or (3) 1/2"Xa" J-BOLTS
a" MIN. EMBEDMENT `� 0 y,° 6" EMBEDMENT MIN.
' U a" GMU FILLED ° W/ 2"X2"X1/5 WASHER AND
NUT SPACED EVENLY FROM #act GUN NAILS
HORZ. REINFORCING VERT. REINF. CELL CTYP.) "� _ FLOOR TO GARAGE DOOR NOR.
(0" Hoc< IN GROUTED cn 12" O.C. IN FIELD
IN JOINTS PRIOR TO FILLING. w
CELL kn
1-2X6 PT BLOCK @ CENTER OF a
DOOR HEADER WKI) - ,
LLI
(1) 1/2"Xa" ANCHOR BOLTS z U '
CLEANOUT REQ'D or C1) 1/2"Xa" J-BOLTS
z0
• ., ....; FOR GROUT LIFT 6" EMBEDMENT -
5 FT. UNLESS W/ 2"X2"X1/a WASHER AND NUT
HORZ. REINfFORCING Z [k FOOTING DWL IS
6�" NOOK NOT REQ'D. T1'P. FLOOR DECKING
NORIzONtAL/VE:RTfCAL REINFORCING m 0 ATTACHMENT TO FLOOR JOIST
U EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
BAKERS
CROSSING
ILOT #72
PHASE #2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: J/1"7/03
SCAT: V4'=1'-9p'
SHEET
D 1 OF 4
— 2X4 SUB -BAND a
CHASE GROVES,WAVERLEE WOODS
FEILD STREAM
2X(o SUB-BANp a
LAKE KEHOE,CYPRESS HEAD
ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA
ASPHALT SHINGLES
--,
OVER #15 FELT
1/16" OSB. SHEATHING
OR 1/2' PLY.
HURRICANE STRAPS
(SEE TRUSS PLAN
FOR CONNECTOR)
METAL DRIP EDGE
ALUM. FINISHED VENTED SOFFIT
8" LINTEL BLOCK FILLED
PRE -CAST LINTEL
ALUM. WINDOW
r SEE FLR./ELEV FOR DES.
PRE -CAST SILL -
all CMU
TEXTURED FINISH 1/4"
°ate
c0 q
0
J GLH
II-411
R-19 INSULATION
— 2X4 SUB -BAND @ HURRICANE STRAPS
CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN
FEILD STREAM FOR CONNECTOR)
2X6 SUB -BAND a
LAKE KEHOE,CYPRESS HEAD
ALOMA WOODS ROOF TRUSSES
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C.
FIBERGLASS SHINGLES __ R-1-3 INSULATION
ON #15 FELT OVER
1/1ro OSB. SHEATHING
METAL DRIP EDGE
- I/2" CLG BOARD � T
('1/'5 CONT.
ALUM. FINISHED VENTED SOFFIT
1:X2 FURR STRIPS
SEE TRUSS PLAN FOR CONNECTOR
11/2" CLG BOARD 4 TEXT.
11/2' DRYWALL
ALUM. WINDOW
SEE FLR./ELEV FOR DES.
-f/8"TEXTURED FINISH ON
FELT BARRIER OVER
1/16" OSB SHEATHING OR 1/2' PLY.
:SILL
(SHEATHING MUST BREAK MIN. 1'-4'
FROM 2nd FLR. LINE)
11/2' DRYWALL
2X4 RE-FORCEMENT (CONT.)
2X4 NAILER (CONT.)
5R-4.2 INSULATION
11X2 P.T. FURRING STRIPS
HETA-16
FLR JST TO BLK
IWOOp BASE
8" LINTEL BLOCK FILLED
PRE - CAST LINTEL
ALUM. WINDOW
SEE ALUM.
FOR DES.
iOR FIBER E ME
FOR FIBER MESH
REINFORCEMENT
PRE -CAST SILL
22 #5 CONT.
8" CMU
TEXTURED FINISH 1/4'
TYP. WALL SECTIONv
i
I3LK. I = STORE
!
'
rt
ASPHALT SHINGLES OVER
'
#15 FELT ON 7/lro" O.S.B.
SHEATHING OR 1/2" PLY
2"X4" BLOCKING
4
FIRST TWo BAYS
?
METAL DRIP EDGE.j-
4'-0" O.C. MAX
j
2X4 SUB-BAAND a J
_
eL
CHASE GROVES WAVERLEE WOODS
FEILD STREAM
SEE TRUSS ENG.
2X6 SUB -BAND
FOR PROPER
LAKE IGENOE,CYPRESS HEAD
BRACING
ALOMA WOODS
+
WRAPPED/ALUM FINISHED FASCIA
ROOF TRUSSES
2 4 " O.C.
ENG. GABLE TRUSS
R-19 INSULATION
2X4 SPF STIFFBACK AT
ALL UPRIGHTS OVER 4'-10"
�
(SEE TRUSS ENG. FOR SIZE)
�/8" TEXTURED FINISH
OVER 15# FELT OVER
1/2" CLG. BOARD TEXT.
1/16" O.S.B. SHEATHING
OR 1/2" PLY.
2"X4" NAILEIR CONT,
(2) LAYERS 1/16
O.S.B.SECURE EA„ LAYER
2x4 P.T. PLATE W/
1/2 "XT
a
W/2 Sd,s 8"-12" O.C.
ANCHOR BOLTS
MAX.
MIN. roll EMBEDMENT
1/2" X 9" A.B OR J-BOLT
W/2" DIA. AT 32" O. C.
SECURE TRUSS TO 2X6 W/
32" O.C.MAX
12d roll-8"
PLYWOOD TO TRUSS NAILING
CONC. FILLED LED LINTEL
BLK. REINF. WITH (1)#5 ROD
4" O. C. 'a EDGE
roll O. C. a IN FEILD
8" CMU
TEXTURE FINISH
IX2 P'.T. FURRING STRIPS
i
R-4.2 INSULATION
1/2' DRYWALL
/—— WOOD BASE
O< � I
Z�
6 "Xro "' #10 W.W.M.
0 o OR FIIBER MESH
REINFORCEMENT
w Z LU
NO=O LLI
U 2 #5 CONT .
U
1,4
cY1
TYP. WALL SECTION
5LK. I ---STORY (GABLE)
— 2X4 SUB-BANp a
CHASE GROVES,WAVERLEE WOODS
FE ILD STREAM
2X6 SUB-BANp la
LAKE KEHOE,CYPRESS HEAD
ALOMA WOODS
WRAPPED/ALUM FINISHED FASCIA
METAL DRIP EDGE TM7
EXT.
2X4 DOUBLE PLATE (TYPJ
2X4 SPF STIFFBACK AT
LL UPRIGHTS OVER 4'-10"
SILL
ENG. GABLE TRUSS
7/8" TEXTURED FINISH
WOOD BASE (TYP.)
OVER #15 FELT OVER
-1/16"
3/4" T 4 G PLYWOOD
O.S.B. SHEATHING
GLUED 4 NAILED
OR 1/2' PLY.
FLOOR JOIST/FLOOR TRUSS
7!!
2X PLATE SECURE
SEE FRAME PLANS
TO DBL TOP PLATE W/
FOR JOIST TYPE
SIMPSON HTC-4 32' O.C. MAX.
OR M5TA-24 24' O.G. MAX
(U*5 CONT.
1X2 FURRING STRIPS
i
ALUM. WINDOW
I/2" DRYWALL
SEE FLR./ELEV FOR DES.
1/16" OSB SHEATHING
OR 1/2' PLY. UNDER
FELT BARRIER
SILL
CONC SLA
2 "X4" BLOCKING
FIRST TWO BAYS
4'-0" O.C. MAX METAL LATH
ASPHALT SHINGLES
OVER ,*B FELT OVER -1/16" OSB OR 1/8" TEXTURED
1/1ro" OSB SHEATHING 1/2' PLYWOOD FINISH
OR 1/2" PLY. W/ 15# FELT
3/4' T 4 G PLYWOOD 2X4(CONT.)
SEE TRUSS ENG. • ROOF TRUSSES TO BE GLUED
FOR PROPER 2 4 " O.C. 4 NAILED
BRACING HETA-lro
EMBEDDED
LINTEL STRAP
R-19 INSULATION CMU'S TEXTURED
�- FINISH
I/2" CLG. BOARD 4 TEXT.
TWO STOGY
2X4 DOUBLE PLATE (TYPJ
FOR HDR SIZhAN
BAND DETAIL
SILL
WOOD BASE (TYP.)
FLOOR JOIST/ PRE -FAB TRUSS
FLOOR TRUSS ,/ 1/2" CLG. BOARD & TEXT.
SEE FRAME PLANS cJR- 4 32 " O C '� cJ --/
B OVER CLEAN,
COMPACT,TERMITE TREATED
� "
HETA-lro 32 O. C. MAX
FOR JOIST TYPE
1/2" CLG. 80ARD 4 TEXT
fiUD
2X4 D53L. TOP PLATE
SOIL OVER 6 MIL VfS. VAPOR
O
(1)#5 CONT.
1/2" DR�"lU,4LL
BARRIER,W/roXro #lo WWM
a" LINTEL BLOCK
(FILLED)
IX2 FURRINCs STRIPS
2X4 WOOD STUDS
2X4 CONT. 5TRESS
/0) O.C.
BLOCKING MID -WALL
WOOD BASE (TYP.)
PRE -CAST LINTEL —
° °
1/2" DRYWALL
Q 0 � �� 2X4 PT. PLATE
z ALUM. WINDOW SF-4 32" O.C. /d) STUD 1/2 "X9" A.B. 32 " O.C.
SEE FLR./ELEV FOR DES. (WHEN UPLIFT; ro" EMBEDMENT
O 0 SILL
ro"X6" #10 W.W.M. _ WOOD BASE (TYP.)
OR FIBER MESH PRE -CAST SILL CONC. SLAB —
w z LH 3 #5 s CONT REINFORCEMENT CONC. SLAB 2 #5'6 CONT. 4" 14 -'
8" CMU 6 MIL VIS
VAPOR BARRIER 1TRIOR �,4RING BALL
ii TEXTURED FINISH I/4"
I I'P. LUALL
S=CTION
2 - STOR�1'
-
coK,
q
6 "Xro" 4110 W.W.M..
O OR FIBER MESN
REINFORCEMENT
ROOF FRAMING W/ CONNECTORS
(SEE TRUSS PLAN)
w Z }
DBL. TOP PLATE
O O (3) #5's CONT.
�
CRIPPLE STUDS
FIRST FLOOR BLOCK
SECOND FLOOR FRAME
AF-
HEADER (SEE PLANS)
PRE -FAB
TRUSS
1/2" CLG. BOARD 4 TEXT.
SF-4 32" O.C. STUD
2X4 DBL. TOP PLATE
-►
HDR. STUDS)/JACK(S)
1/2" DRi'UJ,4LL
LSTA 12
2X4 WOOD STUDS
STUD TO HDR.
FULL LENGTH STUD(S)/
2X4 CONT. STRESS
�l�o" O.C.
KING 5TUD(5) SP-4
BLOCKING MID -WALL
TOP 4 BOTTOM)
3/4" T 4G SUE3FL.00R
CLUED 4 NAILED
SHEATHING OVER 2X4's
FLR. JST. SIZE SEE FRAME PLAN
NAIL PER SCHEDULE
2nd FLR. STUD TO
1/2" CLG. BOARD 4 TEXT.
Ist FLR. STUD
2X4 DBL. TOP PLATE
II II
MSTA-36 32" O.C.
1/2" DRYWALL
II I I I
2X4 WOOD STUDS
I I I I I I
2X4 CONT. STRESS
I II II I
BLOCKING MID -WALL
NAIL PER SCHEDULE/
2X4 PT. PLATE
BOLT PER FND. PLAN
SF-4 32" O.C. 1,v STUD
1/2"X9" A.B. 32" O.C.
00
MIN. roll EMBEDMENT
CONC. SLAB
_
DO NOT INSTALL CONNECTORS.
]3�---2X4 DBL TOP PLATE
1/2" DRY WALL
1/►roll o.S.B
2 X4 16 " O.C. MAX
2X4 PT.
TEXTURED FINISH BT. PLATE
ON GALV'D. META 1/2' X 9" A.B W/
LATO�15 OVER TYVE� „ .,;;•� MIN. ro" EMBEDMENT
2" DIA. WASHER
"•` 32" O.G. MAX
#5 REBAR CONT.
Ar ti•!T•� �f
1.000D FRA11'I� TO BLK.
TYP EXTERIOR OFENING IN FRAME 3 S's CONT. 4" 4" 2X4 COLLAR TIE
EVERY OTHER RAFTER
2X6 RAFTE
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
4'-11 1/2"
-l'-11 1/2'
AND [UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
AT EACH END OF HEADER
1
2
3
t-IfNIM1Jl WALL AND HEADS
STUD F EEOU IF-,E TENTS
2-STORY 2-126 EVERY TRUSS
INTERIO�R;-:15 E,4RIN, IXro NAILER— /
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
2X8 RIDGE }
OILL
06
. m WOi
^LL
3-12d RAFT
TO NAILER
1/16" O.S.B. -/ 1X8 NAILER —J--
OR 1/2" PLY. 2-12d EVERY TRUSS
CONY. PRAMING; DETAIL_/vALL..E
3 'Jobs
�111111I
BAKERS
CROSSING
LOT #72
PHASE #2
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 9/17/03
SCALE: V4'=1'-0'
SHEET
1i O P'
# 1000 UPLIFT
SIMPSOM MT5-12
W/-1 lmd TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UFL IFT
(2)SIMP50M MT5-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF E
W/1 10d TO TRUSS
AND (2)1/4' X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
FRUSS
FINISH m LANDING:
3 E30ND BEAM
TAP CONS I
MIN. 2" COVER
2' APART
TfZ,lU55 ANCHOR IDETAIL-RET�RCRT
9" MIN.
LESS THAN 10"
REQUIRES
I" NOSING
DBL 2X12 -
FLOOR JOIST -
L- 3/4' PLYWOOD
WITH 4 160
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
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
G,RASPA51 L I TY
WINDERS- MIN. 6' WIDE 9 NARROW END
MIN. 11' WIDTH m 12' FROM NARROW END
34" MIN. HANDRAIL HGT.
IX2 PT.TOP OF BOX
DBL. TOP PLATE -
2X4 STUD
l/16" OR 15/32' O.S.B.
W/1/8' TEXTURED
FINISHED OVER
GALVINIZED METAL
PAPER BACK LATH
SIMPSON H-5 (MIN.)
0 2X4 TO TRUSS
PRE.ENa TRUSS
2X4 6TM. PLATE
3/4' PLYWOOD
2XI2 TREAD
CUT TO FIT
,— IX8 RISER
LESS THMN 4' TYP, II II II
BETWEEN SPINDLES
5P4 OR H-5 TOP PLATE TO i STUDS
2'-O' ABY. 10'-0' LEVEL TG7 ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
N 10'-o"
FRAMED CRICKET
77- HANG
1/2' C
IX
I" NOSING TYP.
r
STAID SECTf ON. IDTAIL5
CHI> I NE�r DETAILS
SIMPSON H-5 (MIN.)
m 2X4 TO TRUSS
SECTION
PRE. ENG. TRUS
IX2 PT.TOP OF
DBL. TOP PLA
1/16' OR 15/32'
W/1/8' TEXTUREI
FINISHED OVER
GALVINIZED ME
PAPER BACK IL
CRICKET
2'-5-1/2'
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABY.
12"
Z I
� I
�4
3/0" MIN. FINISH
5TA I UU INIDF-, IDTA L
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
(2) 2X4 02 ND SYP DIAGONAIL BRACE /
W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRU56E5
2X4 BLOCKING FIRST 2 BAYS
AT SHHEATHING SEAMS
(2) 10d NAILS EA END
TO TIRU55
2X4 5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' OSB SHEATHING
USE 18d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2Xfo IPT. PLATE BOLT W/ 1/2'X9 A.B. COMMON
(W/ 2" DIA. WASHERS) 9 32' O.C. MAX. 1/2' CLG. BOARD TRUSS 24' o.c.
NAIL CONT. RAT RUN To INSULATION
TRUSS W/ (2) 12d e EA. TRUSS R-19 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1" TO 60'-O' (3) 'X' BRACE
(I 'X' RRACE -a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
SA L E ENID CROSS 5F4C lNG 1= 5TOFZ"r
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TQ BILK W/ META-I6
`2X4X4' SECURE TO TRUSS W/ 3-12d
W-8' O.C. MAX TYP.
2X4 5LK SECURE THRU TRUSS W/3-12de
`PER EG'D TRUSS 24' O.C. MAX
2' _0" EXTrzNeION lo) OFT SERVICE DR.
N.T.S.
METAL LATH
1116" OSB OR TEXTURED 1/16" OSB OR
1/2"' PLYWOOD FINISH 1/2" PLYWOOD
W/ 15# FELT 2X6 (CONT.) W/ 15 FELT 2X6 (CONT.)
2X4 (GONT.) 2X FLOOR JOIST 2X4 (CONT.)
SIMPSON EXPANSION 2" MIN.
HETA-16 JOINT OVERLAP i/rCAULK
SIMPSON
CMU'S HETA-16 CMU'S
TEXTURED TEXTURED
-VII--L FINISH—E�JL FINISH
TWO 5TORY TWO 5TOR,I'
FIRST' FLOOR 5LOCK
SECOND FLOOR FRAMING
(2) 2X4 "2 ND SYP DIAGONAIL BRACE—
W/ 3-126 w EA TRUSS l DIAGONAIL BRACE
TO COVER 5-TRU55E5
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS+
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBAGK
AT ALL UPRIGHTS
OVER 4'-10'
7/1/o' OSB SHEATHING
USE Sd NAILS AT
4" o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 6 32' O.G. MAX
SHEATHING NAILIWG TO BE
6'-8' O_C. IN FIELD
4' O.C.tPALL EDGES W/8d NAILS
ASPHALT SHINGLES OVER
" 15 FELT ON 1/16' O.S.B. —
1/2" CLG. BOARD �-TRUSS 244' o.c
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN.
2X4 S7P RAT ADJACENT
To DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.C. MAX.
2X4 BTM. PLATE
iUl3-FLOoR
VAILED
HETA-16' FLR JST TO BLK \\—FLR TRUSS
1-05 REBAR CONT��n
0'-0' TO 30'-0' (1) 'X' ;BRACE
30'-1' TO (oO'-0" (3) 'X' BRACE
(I 'X' BRACE lo CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
G�A5L E ENID CfR036 5FZ4GINS 2 - STOfR"T'
BAKERS
CROSSING
LOT #72
PHASE #21
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 9/17/03
SCALE: 114181'-ol
SHEET
D 3 OF 4
w st
r.
K
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 1/4')
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPGON
OR DRIVE PIN (MIN SHANK 5IZE.I4E
MIN HEAD SIZE 30
MIN EMBEDMENT I
8' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/-
8' FROM EACH END AND 15'
O.G. MAX. MIN 1-1/4" EMBEDMENT
^^"^ " S I HEADER(I" IIN)
.ESS THAN
o' HIEGHT.
6' OSB SHEATHING
4 BLOCKS
CMU WALL
AfRCk4WA� D TAL 11(oII AND UND 1R.
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 6IZE.145 /A > PRECAST HEADER(MIN)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS' ORE THAN
O.C. MAX. MIN 1-1/4' EMBEDMENT MHIEGHT.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON Iro'
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 15'
O MA '
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON �1
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8" FROM EACH END AND IS"
O.C. MAX. MIN 1-1/4' EMBEDMENT
EXISTING BLK ABV.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1/4' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 7/8' TEXTURED FINISH
MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING
8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16" IN HIEGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(o' IN HIEGHT.)
2 X SOLID BLK'G o ARCH
1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END
GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS.
MTL WDW FRAME
NOTE: NO GAP e WDW FRAME
TO EXCEED 1/4'
AFCk4UUA-�- [DETAIL CUTAUJA
�7�
DBL. TOP PLATE
/8' TEXTURED FINISH
SECURE 2 X RIP TO FIT /16' OSB SHEATHING
6 W/2-12dS '-8' O.C. MAX
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
2 X 4 (WHEN OVER 16" IN HIEGHT.)
2 X SOLID BLK'G e ARCH
4SECURE W/2-12d EACH END
.C. x. MIN 1-1/4 EMBEDMENT 1/16" OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HIED -HT.) IMTL WDW FRAME
OR DRIVE PIN (MIN SHANK 6IZE.145 .2X4 B-NOTE: NO GAP m WDW FRAME
LOCKS TO EXCEED 1/4'
MIN HEAD SfZE .300 CMU WALL
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
D T'AL 1�? II AND OF
DBL, TOP PLATE
DBL. TOP PLATE
2X4 16' O.G. MAX.
SECURE 2X4
TO WOOD W/2-12d a
6"-8' O.G. STAGGERED
SECURE 2X4 W/2 -3/16' TAPCONS
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH ENp NOT TO
EXCEED IS' O.CMAX. 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD
OR -1/16' O.S.B.
XT E F-,1OF� A C; 14WAF� W/UJINIDOW
BT. PLATE
-- ---�r ARC;HUJA� [DETAIL C;U'TAUUA�
2X4 16' O.G. MAX.
SECURE 2X4
TO WOOD W/2-12d m
6"-8' O.C. STAGGERED
SECURE 2X4 W/2-3/16' TAPCONS -
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END NOT TO
EXCEED IS" O.CMAX.
DBL. TOP PLATE
DBL. TOP PLATE
ARCHWAIT'
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK. EA. END
XT F-,1O)1R A Ck�UUA"�
BT. PLATE
1/2" PLYWOOD
OR 1/16' O.S.B.
2X4: CED
SECURE TO BLOCK
W/3/16' TAPCONS OR DRIVE
PIN (MIN SHANK SfZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
18' O.C. MAX. SPACING.
2 X 6: MKI
SECURE TO BLOCK
W/2-3/16' TAPCONS OR DRIVE
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
IS" O.G. MAX. SPACING.
2 X S:
SECURE TO BLOCK---1/2' DRYWALL
W/2-3/16' TAPCONS OR DRIVE 8' CMU - I'X4' OR I'X2' P,T. NAILER
PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300 DOOR CASING
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4 NOTE:
15' O.C. MAX. SPACING. SHIM AS NEEDED
DOORJAMB TO PLUMB JAMB
ATTACH TO 2 X DO NOT EXCCED 1/4'.
PER MANUFACTOR'S DETAILS.
DCO JAMS TO E3LOC,< 121/2II +
IX4 P.T. OR 5/4' X 4' M11,
SECURE THUR FRAME AN
EXTEND 1-1/4' INTO BLOC
W/3/16' TAPCONS OR DR
PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 309 r-1/y" DRYWALL
REFER TO MANUFACTURING
MIN EMBEDMENT 1 1/4,') S' CMU 1X4' OR I'x2' P.T. NAILER
I
DETAILS FOR SPACING. --DOOR CASING
4
NOTE:
SHIM AS NEEDED
DOOR JAMB TO PLUMB JAMB
DO NOT EXECED 1/4'.
[DO01� JAMS TO 5LOC< 3/4 OF� 5/4
NAILING SCHEDULE
ROOF DIAPHRAM �.-
USE 1/16' 059. OR 1/2' PLY WITH -B GLN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND -B GUN NAILS AT 6' OZ. AT
INTER'1EDIATE SUPPORTS. ALSO SEE DETAIL.
ROOF SHEATHJG TO GABLE END FRAME
USE -8 GUN NAILS - 4' oc.
EXTERIOR SHEATHING
USE 1/16' Oh-B. OR I/Y PLY WITH -8 GUN NAILS AT 6' O.C. AT
PANEL SIDES AND -8 GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND -8 GUN NAILS AT 6' oL. AT
INTERIEDIATE SUPPORTS. ALSO SEE DETAIL.
NOTE: GUN NAIL& SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL_ REQUIREMENTS
SIZE
HEAD
LENG�-IT
DIA.
TENSIL STR.
Bd
ROUNDI"IODIFIED
OR T
I l/8'
.113
I"10jd00
10d
21/e'
.128
I10�00
ALL NOTES IN REFERENCE
TO FLORI1DA BUIILCING
CC>DE 2001
SITS F''i.-AN NOTES
-1) _LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE
CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
2) UNLESS OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
ABV. 103' MEAN SEA LEVI.`L. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
3) LOT DRAINAGE SHALL COONFORM TO ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVNG JURISDICTION.
4) ALL ON -SITE DRAINA= 6HALL BE DIRECTED BY &WALES
OR OTHER SYSTEMS TO AN OFF -SITE
NOTE: NAILS to BE MFG. BY MEMBER OF INT.
DRAINAGE FACILITY.
5) LANDSCAPING, IRRIGATION, BERMING, ETC. SHALL CONFORM TO LOCAL
CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
STAPLE,NAIL 4 TOOL ASSOCIATION
AS SELECTED BY BUILDER
GENERAL NOTES
6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK is TO BE
I. DESIGN AND LOADING
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWI NG S.
A. ALLOWABLE UNIT STRESS AND DESG CRITERIA:
I. BUILDING CODE REQUIRMENTS FORGREINFORCED CONCRETIE ACI 318
PLUMBING NOTE S
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP)
1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (U
AS APPROVED BY THE BUILDING OFFICIAL.
5, WIND EXPOSURE 'B'
6. INTERNAL PRESSURE CO -EFFICIENT .IS THRIJ -18
2) WATER LINES SHALL BE CPVC.
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
CONTINUOUS WALL FOOTINGS.
(SCHEDULE 40), INSULATED WITH I/2' AMAFLEX
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
SPECIFICATIONS FOR STF�UTURAL CONCRETE BUILDING ACI 301.
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRRENGTH OF 2500
MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A.616 OR 61-1, GRADE 40
6) HOSE 5I56 TO BE PROVIDED WITH BACKFLOW F'REVENTER
4. DESIGN LOADS
-1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAP1tER 16
EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
ROOF LIVE LOADS OF 20 PSF
b) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER
A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALIL BE STUD GRAPE SPF.
BE SELECTED BY OUNER FROM BUILDER'S OFFERINGS.
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONICRETE OR MA50NARY
S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SHALL BE PRE65URE TREATED)
BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
5. A/G PLATFORMS TO BE 3/4' DECKING.
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
6. TRUSSES
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN AICCORDANCE WITH
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
FLORIDA BUILDING CODE 2001
10) ALL CLEANOUTS FLUSH WITH GRADE.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED [DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
11) NO VENT STACKS SHALL PASS THROUGH ROOF GRICKET6, VALLEYS,
1. GARAGE DOOR
RIDGES.
A. ENGINEERED FOR 120 MPH WIND 103 SEC, GUST.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
PLUMBING CODE CURRENT EDITION.
8. ASPHALT SHINGLES
13) FIXTURE SUPPLY SIZES SHALL CONFORM t0 FLORIDA BUILDING CODE
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
2001.
B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE A6 M D-226
FOUNDATION NOTES
14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
15) ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE
I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARINGPREaSU
BLOCK NOTES
TI
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHIALL BE SUBMITTED
MASONARY IN ACCORDANCE WITH ASTM C80 AND CI45 AND SHALL
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR
HAVE A NET AREA COMMF'RESSIVE STRENGHT OF 1900 PSI.
MORTAR
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PS 1 W/ 3/4' MAXIMUM
I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
AGGREGATE
METAL ACCESSORIES
I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR
FOLLOWING:
BARRIER
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL.
A. FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
B. A5TMA36 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 "5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT.
2. METAL PLA17ES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'.
BE STAINLESS STEEL OR PIPPED GALVANIZED MEETING THE
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD
REQUIREMENTS ASIM A90.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8" W/ 2'x2'XI/8'
MASONRY WORK, GENER.QL:
rI
AT 3' O.C. STARTING AT 8' OFF EACH CORNER
I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
FULL WIDTH OF FACE &H LL6. MORTAR JOINTS FOR SOLID MASONRY
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
MASONRY UNITS BHALL BE FULL HEAD AND BED JOINT6.
ROOF LIVE LOAD: 2ID PSF
2. BED AND HEAD JOINTS SHALL BE 3/5' THICK
WIND LDADS: IN ACCORDANCE W/FLORIDA BUILDING COPE 2001
3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
PER WIND MAP.
WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY,
SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C.
311-5 REBAR 2-5TORY. 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.
MINIMUM OF 25.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
9. ALL FOOTINGS ELEVATION MUST BE Iz' BELOW
3. SPLICE LENGTHS 6HALL BE A MINIMUM OF 25'.
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
FINISH GRADE
IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706.
10. FINISH SLAB TO BE 8' ABV. FINISH GRADE
BAKERS
CROSSING
LOT #72
PHASE #21
MONOLITHIC
BLOCKBLOCK
DETAILS
NOTES'
DATE: 9 /1'7,/0 3
Sr..AT: 1/411011-01
SHEET
D 4 OF 4
L % 105