HomeMy WebLinkAboutBUILDING PLANSECURE STRAP
TO GONG. W/ (2)
3/16'x2' TAPCONS
3 1/2" TI
CONC. SLA15
SIMPSON W5 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) 05xl
1/4 SWEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
I
I
STUDOR
I AUTO -VENT
I
�2.
r I
24
I I z1
2 I3
WC LAV 2 "
3°
l
STUDOR I 3'
AUTO -VENT KrrOHEN SINKS/
AUTO VENT
2'� " I 2. /��20 �2"
WASH
LAWS i Y 3 2"
2, �2. 2,
2 WC I 3' 4'
INWARD
CLEAN -OUT
4'
OUT -WARD
CLEAN -OUT
3 1/2' CONC.
SLAM
PLUMBING ISOMETRIC (SEWER)
MODEL 1833 RYAN HOMES
11
o ii
20'-0"
PAVERS EDGE LINE PAVERS EDGE LINE
F—
L *-
F
0 24'x24'xl2" CONC. FTG.
N W/ (3) 05 REBARS EA.
WAY ON CHAIRS MIN. 3"
_ COVER (3-TYP)
■
S
I
■
N
■
1 ` / I
3/4'
x x
CONDENSATE 0
�* A/C�`N
LINE
,-
d I
*-4'
%COND. i I�� WH 4
.�_ � � ■ a@Qee
�LLARD
r•
-3 1/2'
TUB/
II SHWR. II I
DI
L��JJ
3 1/2, GONG, REINFORCED
W/ (olxb'-WIA x W1.4
ON b-MIL POLY ETHYLENE
1
I
VAPOR BARRIER
DI
} ��,��,
WELL-CGMPACTED CLEAA N FILL
el
m'-0' FIN. ELEV.
FIN. CONC. SLAB
5'-5" �„
8 _6 21'-4"
rr-_
n �
- I I 71' PVC CHASE
FOR ELEC.
EXTEND
SLAB 1 1/2'
13'-5"
3'-3"
3'-2"
23'a&"
I
N
DI -(o' RECESS SLAB
\
DI
FOR PAVERS
24'x24'xl2'
C.
19'-10"
I 12'-4"
3'-4
FTG. W/
3) 5
■C.
I 30'x30'xl2'
—
REBARB EA.
WAY
FTG. W1 (3) 05
ON CHAIRc
MIN.
a
REBARS EA. WAY
N
3 CC
IVER
D1
I ON CHAIRS MIN. I
.{F
HE9.
3' COVER —
— — — —
-$-(o 1/2'
■ ■ ■
(PAI
joill
■ ■
■
PAVER E
LINE J
2'-0" 4'-S" 2'-0"
20'-6" 9'-o" 8'-8" Il'-loll
50' -0"
F0`U D TI N PLAN -
SCALE: 1/4 -- I'-O" ELEVATION 'B"
3
m
IN
■
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY P19LO INSPECTORS THAT
MAY NI NICIISARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
,SCANNFZ
BY
StLWCLS
CONCEALED FASTENERS OR ATTACHMENTS I
ARE THE RESPONSiSlllfl OF THE
CONTRACTOR OF REOORO
11
ST. LCCTE C01-N .
REVIE" ED FOR CC
RE ,IE%\ ED B1'
PLANS ADD PE �t
d Nj o J SPECTlC
wElimn
IF N
N 7D.
\1'lkly BE NIADV,-
A R C H I T E C T S
PH: 407-774-6078
FAx:407-774-4078
www.abdesigngroup.com
AA #: 0003325 00
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SUBDIV. & LOT:
OAKLAND
LAKE
(LOT #71)
MODEL
1833
(VERSION#00)
PROJECT#:
02784.000
PAGE:
FOUNDATION
PLAN
ARCHITECT:
STATE OF FLOPoDA
/
ATE: 7 /2 3 /18
C ALE: 1/4"=1' - O"
PHEET
,
JUL 2 6 ?01$
ST. Lucie Count
Y, Permitting
COPY
A R C H IT E C T S
11,
m
1'-3
D E L PLAN
SCALE: 1/4 = V-0' ELEVATION 'B"
Wl-.Mmrl.m
4Design
Groulsinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT#:
02784.000
PAGE:
DOWEL PLAN
L - i
ARCHrrECT:
STATE OF FLORIDA
DeE; 7%23/18
ALE: 1 4" =1' - O"
UJALL LEGEND
V-13' BLK BRCx.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL
IV O.G., UNO.
EXTERIOR: UJOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/53 FOR MINIMUM
REQUIREMENTS
INTERIOR NON-BEARING
FURRING AT MASONRY'
WOOD FRAME UTALL: 2x4 ®
a 24' O.C. OVER FOIL
24' O.G. MAXIMUM, UND
L0TT' S
CONCRETE
P,O, BMX 771255
WINTER GARDEN, FL 34777
PH, (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L
4 6'
/22-5 IXI/(I
CE
L-2
-i'-8'
8/24-5-(IU/(IJL
L-4
4'-6'
8/24-5-lIU/!1>L
L-5
4'-6'
8/24-5-lIJU/(UL
L-6
9'-4'
8/24-5-(WKI)L
L-6A
I1'-4'
8/16-5-(IJU/0)L
L-65
11'-4'
8/16-6-(UU/(1)L
L-6C
II'-4'
8/16-5-(Ia KUL
L-6D
il'-4'
8/16-5-0)URUL
L-8
4'-6'
44WZT-44nlE7lIIf LINTEL SCHEDULE
L INTEL
NO.
LENGTH
TYPE
COMMENTS
I
4
2-IB
GE
L-2
1'-6'
8F24-I5/IT
-3
-4
L-4
4'-6'
eF24-I5/IT
L-5
4'-6'
SF24-I5/IT
L-6
9'-4'
SF24-18/IT
L-6A
11'-4'
8F16-I5/IT
L-65
V-4'
8F16-I5/IT
L-6C
V-4'
8FI6-15/1T
L-6D
ll'-4'
8FI6-BAT
24-I IT
L-6
4'-6'
8F24-I5/IT
/3
r;.
3
L-6B L-6C
LINTEL PLAN
SCALE: 1/4 = I'-0" ELEVATION 'Es"
m
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SLTBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT#:
02784.000
PAGE:
LINTEL PLAN
(CAST—CRETE
& LOTT'S)
ARCHITECT-
STATE OF FLORIDA
D 1m 7/23/18
SCALE: 1 /4"=1' - O"
SHEET
File Copy
SQ.FT.
CALC.'S
16T FLR. LIVING
1033
SQ. FT.
TOTAL LIVING
ENTRY
GARAGE
LANAI
1,833
22
411
200
SQ. FT.
SQ. FT.
SQ., FT,
$Q. FT.
TOTAL 2,466
VOLUME LIVING (F?) Ill
SQ. FT.
SQ. FT.
COMPONENT AND cLADl WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND GUSTS
SOUARE
WK/DR
WINJDR
ZONE
160 MPH WIND
DESIGNATION
WIDTH
HEKIIHT
r#2
22
3068 DR
40'
we4
21.9 / -30.4
33
(2) 25-SH
16'
63'
4
3081 / -39b0
25. 9
OHCsD
4
11
25-SH
38'
63'
4
29b5 / -3220
EGRESS
5
Il
25-SH
38'
(03,
4
29b5 / -38B1
EGRESS/TEMP.
6
54
8068 SGD
98'
SO,
4
2132 / -29.88
33
(2r 5�-SH
15 1/8'
63 1/4'
5
2830 / -36.16
8
11
25-6H
38,
63'
4
3231/ -3521
I E
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VASD=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .I8
C. RISK CATEGORY=TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR, &TH ED. (201�) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS,
NOTE:
I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY
1/2'
DBL
FLA
v
m
CABINET
s 16, oc.
SECTIW
L=r
A
i
50' - 0'
IS'-3" 20'-0"
-Ol -0"--
-5" 2'-4" v3'-01, 16
8'-6"
LANAI
I 20'-0'xl0'-0'
I 8'•8' GLG.
— — — — — — — — — — --
12XI2 CMU COLUMN
(3-TYP)
0
I
25-SH
EGRESS
TEMP
a j TUB/
SHWR
BEDROOM 2
0
V-T' x W-2'
�,,{�
BATH 1( )ICI
8'-8' CLG. -
m
S
ryb
R/T
C e
C '1I
O BEDROOM 3 R/T 0
N 8'-8' CLCx nl
m A/C
11 --
i o i LAUN
Q I j N L i 8'-8' CLG.
L J
il--i
JJ M.T.
COND. WH ��
r-BOLLARD
36X22 I I PAD OUT
ATTICS — WALL e
ACCES12' AFF:
10'-10" ,2'-4" 6'-8"
- 2-CAR GARj
N W-2' x 20'-0'
8'-8' CLG.
PANEL
PAD -OUT
$TRUCK BLOCK
e GARAGE WALL
3
— — — — — — I6-0' X 1'-0' OHGD
SHOWER HEAD
e 6'-8' AFF.
GREAT ROOM
I6'-2'x14'-6'
8'-8' GLG.
0
0
(2) 25-SW O
EGRESS
OWNER'S SUITE
12'-6' x I6'4'
8'-8' CLG.
71 3
4'-4" „2'-4" 1'-0"
= C
- - - - - - _
rF
1 e ;``. ; '; ® - 1Rrr I I I
" i /Dlr}�— V
e • III Lu a
SINK
Ill f
KITCHEN
n II I i
ii A �I
_Jj I
ui I I I
11
a
O.SUITE
L
BATH
8-8' cL�.
I7WICCLG
WbC
I
I, 33
DINING ROOM
10'-6'xll'-9'
8'-8' CLG.
O
(2) 25-SH
ZAg
a°
4'-4' 6'-0" 1' 0"
III 4 III SHOWER HEAD
AFF.
fy I I FOYER m I I I
u,l I I a' -a' cLG. III Lu
ylII III DEN
III III 12'-2'xI2'-I'
C a' -a' CLG.
M.T. Q —
1 Z-1
2'-4" 2'-4"
2'-3" 16'-0" 2'-3" 4'-6" 4'-6" 2'-0" 4'-8" 2'-0" 5'-I1"
20'-6" 9'-0"v 8'-8"
FLOOR' PLAN
SCALE: 1/4 = 1'-0" ELEVATION '5"
m
m
m
m
3
A R C H I T E C T S
GrouOinc.
Desn
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SVHDIV. e3e LOT:
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT:
02784.000
PAGE:
FLOOR PLAN
ARCHITECT.
STATE OF FLORIDA
DATE: 7 /2 3 /18
S/bALE: 1/4"=1' - O"
SHEET
a
k,
O
rfj
l ��
� 1
- - -vile COPS,
12
51�
12
5t�
ATTIC VENT CALLS
EA OF ATTIC
UT.
NET FREE VENTILATION AREA REQUIRED (1/300)
Q.FP.
REQUIRED VENTILATION AREA (6.11 x 144)
Q.1N.
F439.9
MIN. REQUIRED VENTILATION IN UPPER
OF ATTIC (0.5 x 879.8)OFF
Q.IN.PORTION
RIDGE VEREUTION AREA
115 Q.IN, h.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
3.83
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF
440
SQ.IN.
REQUIRED LF OF SOFFIT VENTILATION
--381
LF
PROVIDED IF OF SOFFIT VENTILATION
72
LF
8'-8" BRCz. HCzT.��
HCsT.11-411
F
XTURED GEMENTIOUS N i irnd rcR cNa ri w«i+--� DuOATIN3 PER (ASTM (TYP)
C926) (TYP) "
(TYP.)
=II�
SCALE: 1/4 = I'-0' ELEVATION IV
5
HDR. HG7. _—_-- _—_-- _—_--
---=—-- - — - — - - — - — - — - — - — - — - — - — - — -14-011
�t
r
--------II -- I - — - - — - - - — - — - — - — - — --
0'-0" FIN. FLR.h - - - - - -
I-F
Lh'"p"T ELIII17
ATION
SCALE: 1/4' = I'-0' ELEVATION 'B'
5
O'-ID" FIN, FLR.
V 5C0RED BAND
(TYP)
HG7T. o8'-8" BRCS. HGT.
------------ --------------------------- - ----- -
I'-4°
6' 8" HDR. NCnT.h I' ID -4"---------— - — - — - — - — - — - — - — - — - — - — - — - — - — -- - --�- —�''8" HDR. HCsT.
Q--
ID' -ID' FIN. FLR.14, ---------------�------------------------ - - �ID ID" FIN. FLR.
---- q
6' SCORED BAND RIGHT(TYP.) E L E T I 1 � 1 �1 SCALE: 1/4' = 1'-0' ELEVATION '8'
3
V SCORED BAND
(TYP)
A R C H IT E C T S
4Design
Grou Ifinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. LIOTJ
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT#:
02784.000
PAGE:
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
ram-
D E: 7/23/18
S ALE:1/4"-1'-0"
C CDUL CONTROL DATE01.-01-15
C.'Nr EC T R SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-18
1400
(1) 106 x 1 1/2" -PLY, (6) Ibd 2-PLY, (USP. 00) led X I IR" - NO Ibd OPTION)
(2) META-16
1S65
(2) HTA 11
2800
(IID) 10d x I L2" HPLY, (USP: (I0) led x 11/2')
I900
(14) i6d 2-PLY (1.15P: NO 166 OPTION)
HETA-16
1610
HTA 16
1615
(9) IOC x I I!1' I -PLY, (S ad 2-PLY UBP= (10) led x I VY, NO lad OPTION
HETA-20
isle
HTA 2e
1615
(5) lod x I if :1-PLY, (e) 161 2-PLY USE. (10) led x 1/2, NO 166 OPTION
(2) HETA-20
2035
(2) HTA-20
5110
(10) I00 x 1 1/2" 1-FLY USF. (10)10d x I/4"
2500
('2) Ibd 2-PLY (U5P, NO lad OPTION)
OLGT-2
Vl
2150
LUGT-2
191E
DETAL-20
(i) - '/4' x 2 1/4' TITEN, 2 P'_Y (USP• ELK (5) I/4' -5, WOOD (16) 106
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON
(18) - 106 x I I PLY
Q
MGT
396E
MU T
WOOD
(U SB' ATR IN HIGH 6TRENGTH EPDXY OYIN, 12' EMBED). (22) 13d TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
109b0
HU37-2
S365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16> IOC TO WOOD (USP: WOOD (8) led)
HGT-3
10530
HUGT-3
9365
(21 3/4' AYR. IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (':6) IOd TO WOOD (U5P: WOOD (0) IOd)
LGT3-SD525
3265
LUGT-3
5330
(12) SDB 1/4G I/2' TO G;RDER, (4) 3/8' x _TITEN HD TO WALL (USP. CONO. (4) 3/e' X 5' WEDGE BOLT, WOOD (12) W525)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 106 x 1-1/2' (USP (10) 10d x 1 1/2'
_
VGT
4940
NO U5P CONVERSION
FOR SIMPSON
vs-
(D 5/8' A.T.R. IN HIGH STRENGTH EPDXY (YIN. I2' EMBED), /16)-SD8 1/4'X3' TO WOOD
(2) VGT
1185
00NVERSION
FOR SIMPSON
(2) /S-)
(2) 5/8' A,LR. IN HIGH STRENGTH EPDXY (MIN, 12- EMBED), (32)-ED5 1/4'X3' / 2 PLY
MTB-12
1000
169E
(14) IOd x 1 I/2' _ (USP: ('4) led x 1 I/2', 04) IOd)
HTS-I6
1150
1663
(a) led x 1 1/2' (U5P'. 06) 10d x 1 1/2', (16) 10d)
HT6-20
1450
2IDc5
(24) led x : t/2' (U6P. (24) 10d x I V2', (20) 10d)
HTS-24
1450
T�TW20
204E
(24) led x 11/2' (USP, (24)I0d x I I/2'l20) 100)
LSTA-12 .
925
910
(10) led Lap. (10) led
LSTA-IB
1235
'360
1
ll4) 10dUSP: (14)10a
MS74-15 ••
1315
35
(14) IOd U5P= (14) 10d
MSTA-24 r+
1640
I150
(I8) 10d U6P (18> 10a
CL
M6TA-30 ++
20SO
MSTA-30
2140
(22)106 U5P. (22)101 .
Q
MSTA-36
2OSO
MSTA-S6
2525
(26)led U5P. l26)IIDS
--
i—
MBTI-36
3800
.._
KOTI 236
3090
(36) 10d x I IR' 'J61, (36) :06 x I Ill'
M6T1-48
5065
KT51 248
4250
(48) led x 114 U5? (48) 100 x 11/2'
H6
9SO
LFTA b
1595
(5) 8d TO PLATES, (B) 6d TO STUDS (U5P: (16) Ed x 1 IQ', (I6) 8d)
SP4
885
SPY 4
BUS
(6) led x I ]a' TO STUDS U51, (6) 1Od x I A. TO 5TUD5
434
395
MP 34
410
(4) 56 x I L2' TO BEAM, (4) Be x VT TO POST, U6P: (4) ad x I Ill' TO BEAM, (4) Bd x 1 1/2' TO POST.
HOP2
645
HHOP 2
1070
(12) 106 x I I/2' U5P. (10) led x 1 1/2' TO TRUSS, (10) led X 1 IA' TO PLATE
A
1340
RT iSA
2150
_
118) 10d x 11/1' U5P: (9) led x I.I/2' TO TRUSS, (6) IOd X 1 1/2' TO PLATE
rv6T6HDU4
456E
PHD 4A
453E
(16 )-1/4'x3' TO WOOD, (10)-SDS I/4'z2 Ill' W/ THREADED ROD, (2) NUTS/UTASHER/2 PLY
U5P. 5/6' ATR MIN.')'EMBED SET IN HIGH STRENGTH EPDXY, 00)W611 WOOD SCREWS
T e HDIB
4940
TDX 10
5110
(16)-5D5 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5,WASHER2FWY
uSP: Y/8' ATR MIN. Y EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8' THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6T5
13815
SIMPSON
(U 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN, T' EMBEDJ IN DOING, (12) i6d TO WOOD U6AWOOD
ABU 66
2300
12000
PAU 66
2535
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.')' EMBED.) IN CONC., (12)16d TO WOOD USE:S SIMPSON
N
0
7:
LTTI9 ++
1340
LTS 19
!205
(U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED) IN CONIC, (B)10d TO WOOD U5S SIMPSOd
LTT205 ++•
1500
LT$ 205
1105
lU VT A.T.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONIC- (IO)IOd TO WOOD
USP. 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, 00) 106, (10) led x I U2', 2-11
HTT4
4455
HTT45
44b5
(1) 5/B' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONIC., 06) 5D90 X I VY (U5P: (20)USP HAS MORE NAIL OPTIONS. (20) led, (20) led x 1-1/2', (20) 16d x 2 1/2'
HTT5
5050
NTT45
5430
(1) 5/5' ATR IN HIGH STRENGTH EPDXY (MIN. T' EMBED,) IN OONC., (26) 16d X 2 U2'(USP. (-1/2')Q
USP HAS MORE NAIL OPTIONS: (28) 106, (28) led x I -IQ', (20) Ibd x 2 i/4'
HHD011-5D9 25a
11010
UPHD 11
12090
(V 1' AT.R IN HIGH STRENGTH EPDXY (MIN. le' EMBED.) IN CON4, (24) 9O5 )'' x 2)Y WOOD 5CR5U5 3 WOOD 9CRELS)
HD75
6645
TDX IO
5110
(1) Y/B' AS. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONO, (3) 3/4' STUD BOLTS TO WOOD (USP (4) 1/8- BOLTS)
N
MBHA 356/1105
3475
5330
NFM35X12U
3165
7130
BIMP5CN: (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.'15' EMBEDMENT) IN CMW TOP, (U 3/4'
A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.75- EMBEDMENT) IN CMU, FACE, (18)10d TO BEAM
USE: (U IR' J-BOLT W/ MINIMUM 6. EMBED. ( NOT LESS THAN 4' FROM EDGE OF OONO W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) led AT J92JST
�
W
(D
HUSC412 (WOOD)
3638
2660 (PLR)
HU5412IF
3060
2530 (FLR)
(10) Ibd TO HEADER (10) lad TO WOOD USP. SAME AS SIMPSON
3265 (ROOF)
3229 (ROOF)
Z
Q
HUO410 (CMU)
IBIO
HD410 IF
1905
3175
-
3115
(18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP. (IB) 1/4' x 3' W03 SCREWS, (10) 10d TO WOOD.
HUC21ID-2 )CMU)
1810
5055
HD210-21F
190E
SC (10) 106 TO WOOD
(18) I/4' x -B,4" TITEN (9 PER FLANGE) TO CMW (10) led TO WOOD: (LISP: (18) I/4' x 3' W63 SCREWS,
HUC210-3 (CMUI
IBI0
4000
HO210-31F
Se5
1 3T15
0S) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) IOC TO WOOD + (U6P: (Ia) 1/4' x 3' W53 SCREWS, 00)10d TO WOOD
LGUM26-2-6D5
1430
559E
NO USP CONVERSION FOR SIMPSON LGUM2b-2-SDB
/4) 3/8' x 4' TITEN HD ANCHORS 0 PER FLANGE) TO CMU, (4) 1/4' X 2 IIV BOB SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON 'BET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN AFPROIAL PRIOR TO SUBSTITUTING FOR S;MILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE
ANCHORING SYSTEMS_
+ wHERE ANCHOR EMBEDMENT IS GREATER THAN Y" DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE PLLED SOLID u.' GROUT.
- 106 COMMON NA'L$ CAN BE 5WBSTI7UTED WTH Od x I /2' NAIL5 IN CONJUNCTION WITH A 254y REDUCTION IN THE ALLOWABLE LOAD. )WRITTEN APPROVAL FROM THE ARCHITECT IS REOUIREED FOR THIS APPLICATION
PRIOR TO IN67ALLAYON.
N
++ MINIMUM EMBEDMENT INTO THE TOP OF A BCND5EAM WILL BE 5', MINIMUM EMBEDMENT IN q THE FOUNDATION L.LL BE T'
LLI
F-
A'R, = A-BOT ALL THREAD ROD (51ZE, PROTECTION TYPE, LENGTH, ETC, VARIES)
OBECAUSE
OF THE WIDE VARIETY OF HATERIAL6. LOCATIONS, AND CONDITIONS THAT MAY AF:zGT CONNECTORS THE CONTRACTOR MU5T BE RESPON515-E FOR MAKMG SURE THAT THE PROFFER CORROSION PROTECTION
15 USED,
WHEN USING 5TAINLE66 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS_ YFEN U6:NG ZMAX / 14DG GALVAF, ZED CONNECTORS U6F F467ENER5 GA_ VANIZED PER A67M-4153
USE OF EXPANBION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL B481S AND MUST HAVE WRITTEN APPROVAL FROM THE ARCH-ECT.ENGS NEER OF RECORD PRIOR TO USE
ALL CONNECTOR VALUES EASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS 0-2313' , HiGH Ili IND-RESIBTANT CONSTRUCTION GHW05, AND ANCHORING A FASTFNING SYSTEMS FOR CONCRETE a M45ONRY CATALOG
C-546-2012.
-2x12
(02 SYP)
1/11 OSB
(TYP.)
NAIL (3) 12d 0 &'-S' O.C.
TI 2x12 BM_/HDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
S'_01
UNO.
*-II 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD, U.N.O.ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR, TRUSS/BEAM MUST
NOT BREAK 1'4" MIN. FROM 2ND. FLR, LINE
CJ I
CJ3
CJ5
J-1
J-1 I
MGT
5021
501,
Ix4 BTM. CHORD GABLE BRACING:
(2) HETA-20
DIAGONAL5 FOR BOTTOM CHORD
RaOrinr �a�'_oII CMG MAx (TYR)
DIAGONALS FOR BOTTOM CHORD
FiF2drlhlr. X7d ()r MLX (TYF�
IX4 DIAGONAL
BOTTOM CHORD 2'-4° 2'-4"
GABLE BRACING
IMF FRAMING PLAN
SCALE: 1/4 = II-0' ELEVATION 'E3'
(2) HETA-20
(2) HETA-20
Jv
0
J2
J4
J6
JS
J4
J2
3
A R C H I T E C T S
gn
GroDesiu Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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STJBDIV. & LOT:
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT#:
02784.000
PAGE:
ROOF
FRAMING
PLAN
ARCHITECT:
STATE OF FLORIDA
DDATEj. 7 /23/18
ALE: 1/4"=1'-0"
r f
3
P.T. Ix2 W1 MTL. DRIP EDGE
J' TEXTURED CEMENTIOUS COATING PER
(ASTM C526) OVER PAPER SACK EXP. METL.
PRE-ENG. ROOF ( LATH OVER APPROVED PLASTIC HOUSE
TRUSSES J F7 WRAP, OVER "1/16' O.S.B. SHEATHING OR #' CDX
C PLYLJOOD SECURED PER NAILING SCHEDULE
SECURE PRE-ENG. TRUSS TO (2) 2x12 BEAM
PER FRAMING NOTES
1
I
STOP OF ARCH
FOOTER PAD (BEYOND) FOOTING (BEYOND)
(SEE FOUNDATION PLAN) (SEE FOUNDATION PLAN)
ENTRY DETAIL 1
SCALE: 3/4' =1' -O'
PAVERS
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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UHDIV. & LOT:
OAKLAND
LAKE
(LOT #71)
MODEL:
1833
(VERSION#00)
PROJECT#:
02784, 000
PAGE:
ENTRY
SECTION
ARCHITECT=
STATE OF A- RIDA
S
7/23/16
$0A : 1/4"=1'-O" 1