HomeMy WebLinkAboutCONSTRUCTION PLANSECURE STRAP
TO GONG. UJ/ (2)
3/16'x2' TAPCONS
3 1/2' T{
CONC. SLAB
SIMPSON W5 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT UJ/ (2) 018xl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
STUDOR
AUTO -VENT
11
K-1
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23"
AV
STUDOR Y
AUTO VENT 3 KITCHEN SINKS
2 I AUTO VENT
�'<2' `'\2'
214� I
I 2' � � 11
' WASH
rav s Y 3 2 °
2, 2'
2 WC I 31 41
■
3 1/2' CONC.
SLAB
N
N
I 14'-3"
3/4'
CONDENSATE
LINE
1
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;COND. i IQ WH yr
---I ■ �la>=ago
LLARD
3'-ro"
3'-5"
4
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24'x24'xl2' CONC.
9'-10"
■
FTG. W/ (3) "5
REBARS EA. WAY
ON CHAIRS MIN
$
3' COVER
I DI
H�
-", 1/2'
INWARD
CLEAN -OUT
— — — — — —
4'
OUT -WARD
q4'
CLEAN -OUT
20'-0"
PLUMBING ISOMETRIC (SEWER)
MODEL18M RYAN HOMES
TUB/
SHIM
11 I
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IIII� I
I I ul--� t
3'-3" I, 3'-2"
50' -0"
20'-0"
s�
3 1/2' CONC, REINFORCEDD
W/ W*'41,1I.4 x 1111.4
ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON
/-11FLL-COMPACTED CLEAN FILL
OL0'-0" FIN. ELEV.
FIN. GONG. SLAB
MMS
rr -
I
II
----- �71' IOVC CHASE
II I I FOR ELEC.
EXTEND
SLAB 1 1/2'
23'-h"
21'-4"
24'x24'xl2' CONC. FTG.
U1/ (3) "5 REBARS EA.
WAY ON CHAIRS MIN. 3"
COVER (3-TYP)
m
1
m
tr
i
-6' RECESS SLAB DI m DI
FOR PAVERS g -4"
12'-4" 14'-ro"
30`x30'x12' C0NC.
KEBABS EA. WAY 1
ON CHAIRS MIN. +-3 1/2' I DI
--3'COVER —� L— ----�
■ ■ ■ ■ �PAVERS� _j p ■ ■
■ ■ ■ ■
AVER
v EDGE LINE
'_0 4[_8'1_v
501-011
®IJNTIO' N PLAN
SCALE: 1/4 = 1'-0" ELEVATION 'A'
i
110
m
m
A R C H I T E C T Sl
Design
Grou princ.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bdesigngro u p.co m
AA #: 0003325
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SLTHDIV. 8e LOT:
OAKLAND LAKE
(LOT 9)
MODEL.
1833
XKX00-00
PROJECT#:
2784.000/00009
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT'
STATE OF FLORIDA
JUL/2/11 2010
E✓ TE:
7/23/18
1 CALE:1/4"=1'-O"
SHEET
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JUL 2 6 18
ST. Lucie County, Permitting
10'-0" ,
Il'-4"
12'-1"
11'-5"
3 9 �
3' - I'•
■ ■ ■ ■■ ■ ■ ■■ 00 ■■■ mok ■
26'-2"
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32'-10"
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3'-3"
1 -mil
m
■ ■ ■ IN ■ IN ■ ■
■ ■ ■ ■ ■ 3'-4
1" 12'-2"
IS'-T 13'-61,
20'-2"
DOWEL PLAN
SCALE- 1/4 = I'-O' ELEVATION 'A'
A R C H I T 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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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 9)
MODEL
1833
�00-00
PROJECT#:
2784.000/00009
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHffECT�
STATE OF FLORIDA
JUL ? 2010
DA 'E: 7/23/18
S ALE:1/4"=1'—O"
SHEET
2 Or
8'-S' BLK BRCS.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL •
16' O.C., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
-
SPECIFICATIONS, REFER TO
TABLE N/S3 FOR MINIMUM
INTERIOR NON -BEARING
WOOp FRAME WALL: 2x4 ®
24' O.C. MAXIMUM, UNA
REQUIREMENTS
FURRING AT MASONRY
® 24' O.C. OVER FOIL
L-6B L-6C
— - --
--—
I I
LANAI
(El
L-6A I L-6P
L-5 L-6 L-'1
25 SH —'$ 3tsD (2) 25-5N
EGRESS I EGRESS
TEMP
2 I
I
BEDROOM 2
a' -a' CLG. GBATH 1C:�] GREAT ROOM
00
a' -a' cLG V_a' CLG. — OWNERS SUITE
a'-b' GLG.
L-4 -------------------
N W
T---I\ — — — — — --
BEDROOM 3 , %��
8' 9' CLG. R---
j II j LAUN
i -V CLC, —
■ 1 LL_I __J 010 — — O.SUITE
F BATH
a' a' cLG.
LL II
- -- KITCHEN 1RC
L--=
�---_
L---J
2 IIII III
III
III III
2—CAR GARAGE FOYER
a' a' cLG DINING ROOM
e'-a' CLG. III f DEN
III L-I III (MAL)
35-SH
35 su ENTRY
I6'-0' X l'-V OHGD
L-3 G
LINTEL PLAN
SCALE: 1/4 = I'-0" ELEVATION 'A"
WALL LEGEND
LOTT' S
CONCRETE
P,O, BOX 771255
WINTER GARDEN, FL 34777
PH. C407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENtS
L-I
4'-6'
8/22-s-CI)U/lm1L
RECESSED
L-2
5'-10'
S/24-5-(LU/l0X
L-3
ll'-4'
8/2S-S-(I.U/C1x.
Pf�STRESSED
L-4
4'-6'
S/24-5-(I)U/COX
L-5
4'-6'
8/24-5-(UU/C0)L
L-6
9'-4'
8/24-5-(UU/CI)L
L-6A
il'-4'
9/I6-S-(IXI/(UL
L-6B
II'-4'
8/16-5-(Ih.1/(1X
L-6P
II'-4'
8/I6-s-(IaJ/(IX
L-�
'I' -a'
ana-S-nxluuL
an4-e-rlx.1/(m)L
CAST•�RET� LINTEL SCHEDULE
L INtEL
NO.
LENGTH
TYPE
COMMENTS
L-I
4'-6'
SF22-0B/17
RECESSED
L-2
5'-10'
13F24-0B/17
L-3
I�'-4'
SF28-IB/IT
PRESTRESSED
L-4
4'-6'
SF24-0B/1T
L-5
4'-6'
13F24-0B/I7
-4'
SF24-IB/1T
L-6A
li'-4'
SFI6-1B/IT
L-6B
II'-4'
SPI6-1B/IT
L-6C
8F16-IB/IT
L-6D
II'-4'
8FI6-IB/17
L-8
5'-10'
SF24-(dB/IT
A R C H I T E C T S
m co
01
�
Desi�n
1 o
Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774$078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SVBDIV. 8e LOT:
OAKLAND LAKE
(LOT 9)
MODEL:
1833
XXX00-00
PROJECT#:
2784.000/00009
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHfTECT:
STATE OF FLORIDA
TE: 7/23/18
SCALE: 1/4"=1'-0"
SHEET
SQ.FT.
CALC.'S
16T FLR. LIVING
1,533
SQ. FT.
TOTAL LIVING
ENTRY
GARAGE
LANAI
1033
22
411
200
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
2,4Co6
SQ. FT.
CU51C VOLUME
LIVING 15,4341
SQ. FT.
COMPONENT AND CLADDING WIND LOADS SAM WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL i
SOUARE
WK/DNJDR
R
WI SIZE
ZONE
160 MPH WIND
YVDTH
HEKy{T
FOOTAGE
DESIGNATION
1
22
3068 DR
40'
80'
4
21.S / -30A
2
34
35-SH
53'
63'
4
311o5 / -41.11
3
112
16 - -0'
Ill
84,
5
25.'31 / -3139
l
4
11
EGRESS
36,
63'
4
nfo5 / -3220
5
Il
25 SH
38,
63'
4
29105 / -3831
EGRESS/TEMP.
6
54
8068 SGD
98'
W.
4
2132 / -29.88
1
33
(2) 25-SH
l5 I/8'
63 I/4'
S
2630 / -36.18
8
34
35-SH
53,
(03,
5
31.65 / -41.11
A. 5ASIC WIND SPEED MPH (3 SECOND GUST)
VULT=IG 0 / VASD=124 MPH
5. INTERNAL PRESSURE COEFFICIENT=+ .IS
C. RISK CATEGORY =TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (20M) ALLOWS THESE
PRESSURES TO 5E MULTIPLIED 5Y 010 TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS.
NOTE:
1. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH
FLOOR WILL 5E SPRAYED AND TREATED W/ 'BORATE' A TERMITE TF;9ATED SPRAY
1/2"
2'-0"
N
D6L
FLA
m
CABINET
IMED
a 16, oz.
SECTION
Qrl
Isl
5M
i
m
@
m
1
50' - 0"
20'-0"
g,-611 1 -011 81_61,
12XI2 CMU COLUMN
(3-TYP)
9" I 14'-6"
EP )
20'-0'x10'-0'
8'-8' CLG. L
I
25-SH f
EGRESS Q
TEMP TU5/
0u
SHWR
I�
BEDR0
OOM 2
10'-T x II'-2' 17
8'-8' CLG. -
a BATH I( )ICI
8'-8' CLG. _
@
S
m tib
R/T
C ,
10'-3"
b 711i
'� c0 R/T
uj
�
rm@
BEDROOM 3 m A/C
10'-0' x I2'-8'
I I ri LAUN
�L 8'-8' CLG
I I I
M.T.
O �
�-�oLLaRD
22X3(o I I
ATTIC — J
accESS—�
@ 2—CAR GARAGE
c� 19'-2' x 20'-0'
8'-8' CLG.
PANEL
PAD -OUT
STRUCK 5LOCK
e GARAGE WALL
;.n
SHOWER HEAL
�l
e
GREAT ROOM
16'-2'xl4'-(o'
@ W-8' CLG.
m I1'-0" ,4'-10"
— C
-9"
mom
(2)25-SH O
EGRESS
II OWNER'S SUITE
�:
SIN ^ I I
DO 8'-ll" 7'-7"
O
n II I
A
igti � )�
4'-4" 2'-4"
R/T
;,?,v
�
CC%a
2'-10"
4'-2"
MUITE
I ' I BATH
' I C (AMA)
@ WIC
I
m�-----
10'-6" 8 4' 4' S all 6 _0ll
III 4 III
I�I III
m
III
DINING ROOM Itl FOY III'
8' 8 III Lu
8'-V CLG. I I I I I
I I III=
w.._ I R/TW C
2
m
DEN
(MAL)
-2'xl2'-I' 12'
8'-8' CLG.
35-SH �8
2'_4"
6'-0' 2'-3" 4'-6" 4'-6" '-0" 4'-S" '-0"
20'-6" 9'-0" 8'-8" II'-10"
50'-0"
FLOOR -1-i'LN
SCALE: 1/4 = I'-0' ELEVATION 'A"
m
m
m
m
A R C H I T EC T S
—PH: 407-774-6078 V
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
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STJBDIV. 8e LOT:
OAKLAND LAKE
(LOT 9)
MODEL:
1833
XXX00-00
PROJECT#:
2784.000/00009
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
jU '/ 5-nIB
ATE: 7 /2 3 /18
C AT: 1 /4"=1' - 0"
"SHEET
� OFZI
12
i
■1
0
W
\ TEXTURED CEMENTIOU5
COATING PER (ASTM
C'32(o)(TYP) D
RE R ELEVATION
SCALE: 1/4' = I'-0' ELEVATION "A'
ATTIC VENT CALCS
AREA OF ATTIC
1833 SQ.n
NET FREE VENTILATION AREA REQUIRED (1/300)
6.11 SQ.FT.
REQUIRED VENTILATION AREA (6.11 x 144)
879.8 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 879.8)
439.9 SQ IN
OFF RIDGE VENTILATION AREA
115 SUN../VBMf
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 OF ROOF
440
SQ.IN.
REQUIRED IF OF SOFFIT VENTILATION
38
IF
PROVIDED LF OF SOFFIT VENTILATION
72
LF
@BAND DTL.
SCALE: 3/4.1'-0'
12
5
12
5
8'-8" BRCx. HC�T.h
�t
r
0'-0" FIN. FLR.h
1
SCORE LINE
■! I■! I■! I■! I■! ICI I■! I■!Ell
i��
(TYP.)
12
5 TEXTURED CEMENTIOUS
COATING PER (A5TM C926)
(TYP)
Il9�IF'F31r1
h! h! h! !�! le! !�! Imo! h! 1■■IIIL�` Illi�
5
OFF RIDCsE VENT
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o) (TYP) —)
LEFT ELEVATION
SCALEF 1/43 - I'-0' ELEVATION 'A'
8'-8" BRCx. HGT.
,II_4I
b6'-8" HDR. HGT.
- Y
b01-0" FIN. FLR.
QI QII Q=/ I ]/-T
o -o Pt«z, "+ I.h —
(TYP.)
12
5 TEXTURED CEMENTIOUS
COATING PER (A5TM C926)
(TYP)
Il9�IF'F31r1
h! h! h! !�! le! !�! Imo! h! 1■■IIIL�` Illi�
5
OFF RIDCsE VENT
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o) (TYP) —)
LEFT ELEVATION
SCALEF 1/43 - I'-0' ELEVATION 'A'
8'-8" BRCx. HGT.
,II_4I
b6'-8" HDR. HGT.
- Y
b01-0" FIN. FLR.
QI QII Q=/ I ]/-T
o -o Pt«z, "+ I.h —
-------------------
-------
6'-8" HDR. HCxT.
- - - — - — - — - — - — - - - - -- - — - — - — - — - — - — - - — -
TEXTURED CEMENTIOUS
COATING PER (AFM
----------------------------------- -
- — -
---
- %'-8" HDR. HGT.
- -
r
- -
— -
0'-0" FIN. FLR.h -
- 01-0" FIN. FLR.
RIGHT ELEVATION
SCALE: 1/4' = I'-0' ELEVATION 'A'
-111
A R C H IT EC T S
Design
Group-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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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 9)
MODEL:
1833
XXX00-00
PROJECT*:
2784.000/00009
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 2 1)
DATE: 7/23/18
SCALE: 1/4"=1'-0"
SHEET
5 OF
CONNECTOR C H E D U I IE QNTR�L �q E m,-e1-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA I6-I8
1400
(,) 106 x 1 IR' [-PLY, (6) 166 2-PLY, (USP: (10) led X I IR' - NO Ibd OPTION)
(2)META-16
1965
n) HTA 16-18
2500
(10) led x 11/2" 1-PLY, (USP: (10) led x I IA')
IB00
(14) 16d 2-PLY CUSP NO 16d OPTION)
HETAHIS
1510
HTA 16
ISIS.
(9) led x I IR' I -PLY, (a) Ibd 2-PLY USP: (10) led x I IQ', NO Ibd OPTION
HETA-20
1610
HTA 20
1615
f9) led x I IQ" I -PLY, (B) Ibd 2-PLY USP: (10) 106 x I I/2', NO 166 OPTION
}
(2) HETA-20
2035
(2) HTA-20
3110
60) 106 x 1 1/2" 1-PLY USP: (10) 106 x 1 IR'
2500
f12J Ibd 2-PLY fUBP: NO 16d OPTION)
Z
0
LGT-2
2150
LUGT-2
19I5
<T) - I/4' x 2 I/4' TITEN, 2 PLY eUSP: BLK f5) I/4' WB, WOOD (16) 1Od
in
DETAL-20
2460
NO USP CONVERSION FOR 51MPBON DETAL-20
B) - 1Od x 1 I/2, PLY
MGT
3965
MU'GT
4000
(U 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. V EMBED), (22) led TO WOOD )USP: (28) 10d TO WOOD)
HG7-2
10980
HUGT-2
9365
(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD NSP: WOOD !B) led)
HG7-3
10530
HIIGT-3
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 66) 10d TO WOOD (U5P: WOOD (8) IOd)
LGT3-SD525
3285
LUGT-3
5330
(12) SD5 1/4'x2 16' TO GIRDER (4) 3B' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD 02) WS25)
LTA2
I210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) IOd x -IR' (1.16P: (I0) led x 1 In'
VGT
4940
NO USP CONVERSION FOR SIMP60N VGT
(1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (16)-SDS I/4'X3" TO WOOD
11 vGT
M85
NO USP CONVBRSICN
FOR SIMPSON (2) VGT)
(2) 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (52)-SD6 1/4'X3' / 2 PLY
MTS-12
I00O
MTW 12
15W
1`4) led x I IR' (USP: (14) 106 x I IR', (14) Od)
H76-16
1150
HTW I6
1"0
(Ib) 10d x I In' (USP: (16) led x 1 1/2', (IS) led)
HTS-20
1450
HTW 20
2045
124) led x I In' (U5P: (24) 106 x I ]A', (201106)
H76-24
1450
HTW 24
2045
(24) 10d .1 Vl' (U5P: (24) led x I In', (20) IOd)
LSTA-12
925
L5TA 12
$10
(10) led USP (10) 10d
L51q-IB .+
1235
L574 IB
1360
(14) 10d USF: (14) led
MSTA-18 ++
IBIS
META-IB
1315
(14) led USP; (14) IOF[
N
M6TA-24 «
1640
M5TA-24
)ISO
(IS)led USP: (18)led
EL
M5TA-30 +*
2050
MS74-30
2140
(22)106 ASP: (22)led
Q
MSTA-36 r.
2050
MSTA-36
2525
(26)106 U5P (26)IOd
H
M5T)-36
3800
KSTI 236
3090
(36) 10d x I IR' USP: (36) 10d x I IR'
N
MSTI-48
5065
KT61 248
4250
(45) led x I IR' U5P. (45J 106 x I I!2'
H6
S50
LFTA 6
1595
(a) 5d TO PLATES, (6) 8d TO STUDS (USP: f16) ed x 1 1/2', (16) 8d)
SP4
5B5
$FT 4
S46
l6) led x I In' TO STUDS USP: (6) led x 1 1/2' TO 5TUD5
A34
395
MP 34
410
741 8d x I In' TO BEAM, (4) Bd x I In' TO POST. USP: (4) 8d x I IQ' TO BEAM, (4) 8d x 11/2' TO POST.
HOP2
645
HHCP 2
1070
(IV led x 1 In' U8P: (10) led x 1 In' TO TRUSS, (10) led X 1 I/1' TO PLATE
HIOA
I34O
RT I&A
21SO
(I8) 10d x I In' USP: (5) led x I IQ' TO TRUE$ (8) led X I IQ' TO PLATE
vGT e HDU4
4565
PHD 4A
4535
(I 6)-606 1/4'x3' TO WOOD, (10)-SD5 1/4'x2 1/2" W/ THREADED ROD, (2) NUT6/WA6HERn PLY
USP: 5/8' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
vGT < HD115
4940
FOX 10
5110
(16)-8DS 1/4'x3' TO WOOD, l3)-5/4" STUD BOLTS W/ THREADED ROD, (2) NUTOAUASHERnFLY
U6P: INV ATR MIN. Y EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRI1-13OLT5
ABU 44
2200
6665
PAU 44
2535
6715
(V 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED) .IN CONIC„ (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66
2GOO
12000
PAU 66
2535
IBB15
(U 5/8" A,T,R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONIC„ (12)Ibd TO WOOD USP: SAME AS SIMPSON
(n
O
=
i�
LTTI9 1+1
1340
L TS I9
1205
(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. I'EMBED.) IN CONIC, (8)IOd TO WOOD USP: SAME AS SIMPSON
LTT205 rrr
1500
LTS 205
1105
(I) In' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T" EMBED.) IN CONIC, (10)10d TO WOOD
USP: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) 1ed, (10) led x I In', 2.1/2'
4
4455
45
4465
(1)5/6' A.TR IN HIGH STRENGTH EPDXY MIN. T' EMBEDd IN CONIC, (18) SD-10 X I V2' (USP: (20) Ibd X 2-1/2.)
USP HAS MORE NAIL OPTIONS: (20) led, (20) IOd x I-In%f20116d x 2 IR"
Z
Q
HTT5
5090
HTT45
5430
(1) 5/e' A.T.R IN HIGH STRENGTH EPDXY (MIN. T' EMBED,) IN CONIC, (26) 16d X 2 IR' (USP+ (20) Ibd X 2-I/2')
USP HAS MORE NAIL OPTIONS: (28) 106, (28) 10d x I-V2', (20) Ibd x 2 1/2-
HHDQII-5D5 25,
11510140�
UPHD 11
12090
(U 1' A,T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN G2JO., (24) SDS A' x 2$' WOOD SCREWS (USP: (24) WS3 WOOO SCREWS)
HDTB
6645FOX
10
5110
❑) T/8' AM. IN HIGH STRENGTH EPDXY, (MIN. -'EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP (4) V5' BOLTS)
N
�
LJ
(�
z
MBHA 3.56/IU5
3475
NFM35X12U
3165
1130
25BO (FLR)
=5 (�ZF)
31'15
61MP80N: fV 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMJ. TOP, (U 3/4'
ATR IN HIGH STRENGTH EPDXY; (MIN. 6.75' EMBEDMENT) IN CMA. FKS (830d TO BEAM
USP. (V Id' J-BOLT W/ MINIMUM 6: EMBED. / NOT LE68 THAN 4' FROM EDGE OF OONC W/ 3/4" DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
HU5C412 (WOOD)
3635HU54121F
3060
(10) 16d TO HEADER 60) 16d TO WOOD USP: SAME AS SIMPSON
_
HUC410 (CM)
1910
HD410 IF
1S05
05B 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, 60) 106 TO WOOD: NSP (16) 1/4' x 3' WS3 SCREWS, 00) led TO WOOD.
=
HUC2)0-2 (CMU)
ISIO
HO210-21F
1905
SITS
(18) 1/4' x 2-3/4' TITEN (5 PER FLANGE) TO DMU, (10) led TO WOOD: (USP (I8) 1/4" x 3' WS3 SCREWS (10) 100 -0 WOOD
HUC210-3 (CMW
IBIO
HD210-31F
1905
3M5
) 1/4' -3 4' TIT (9 ER FLANGE) TO CMU (10) 10d TO WOOD: (U5P: (l8) 1/4' x 3" W53 SCREWS (10) led TO WOOD
l8 z 2 / EN P ELGUM126-2-fiDS
1430
NO USP CONVERSION FOR SIMPSON LGUM5L4-SD8
(4) 3/8' x 4' TITEN HD ANCHOR$ (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SD5 5CREWS TO WOOD
HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF OWCORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR US- - CIA ADHESIVE
ANCFORNG SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN T' DEEP, THE VERTICAL CELL IN CMA. WALL MUST BE FILLED SOLID m/ GROUT.
++ 10d COMMON NAILS CAN BE 5UB6TI7UTED WITH led x 1 In' NAILS IN CONJUNCTION WITH A 23* REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS AFFLICATION
PRIOR TO INSTALLATION
(n
.u+ MINIMUM EMB=DMEN- INTO THE TOP OF A SCNOBEAM WILL BE 5', MINIYUM EMBEDMENT INTO THE FOUNDATION WILL BE T
W
H
A.T.R. A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
OBEOAU6E
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFEFT CONNECTOR@, THE CONTRACTOR MUST BE RE6PON515LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLE55 STEEL CONNECTORS, USE STAINLESS 5'EE'._ FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE F45TENER6 GALVANIZED PER ASTM-4153
USE OF EXPANSION ANCHORS WILL BE EvALUATED ON AN INDI V ID11AL BA515 AND MUST HA /E L �77EN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR vAL'JEB BASED ON SIMPSON "WOOD CONSTRUCTION CCNNECTORS C 201 ,'HIGH N RESISTANT CONSTRUCTION G HWOS;:AND ANCHORING e P45TENING SYSTEMS FOR CONCRETE e M450NRY CATALOG
C-SAS-2012.
-2x12
(02 SYP)
1/16' 055
(TYP.)
NAIL (3) 12d ® b'-8' O.G.
TYP. 2x12 BM./HDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
SI-04
UN-0,
W-II 1/2'
�'-II I/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 FUR. TRUSS/BEAM MUST
NOT BREAK 1'4' MIN. FROM 2ND. FUR. LINE
A
J4
J6
JS
J8
JIB
J8
JS
JS
JS
J8
JS
JS
JS
JS
JIB
JS
J8
JS
JS
J6
J4
A
C
DIAGONALS FOR BOTTOM CHORD
BRACING e 20'-0" O.C. MAX (TYP.)
DIAGONALS FOR BOTTOM CHORD
5RACING a 20'-0' O-C. MAX (TYPJ
►� I �000i �Oss�i, /���� .`.�. �1��' �� I I �01 vr�oav I ro��.alu��� � Il 1
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11 l ( I'
II II II II V = 4<<
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ROOF FRAMING I�� N
SCALE: 1/4 = 1'-0' ELEVATION 'A"
11 F-11
II II
1,®
(2) HETA-20
p
A R C H I T E C T S
Design
Groulsinc.
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 9)
AILODEL:
1833
XXX00-00
PROJECT#:
2784, 000/00009
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
JUL 2 4
D�&TE: 7/23/18
SCALE: 1/4"=V-011
SHEET
OF 9