HomeMy WebLinkAboutBUILDING PLANbL; N Ll9
Q '1
7/23/18
City of Port St. Lucie
Building Department
Plan Review Div.
RE: Oakland Lake (Lot22) 1833 Model,
A R C H I T E C T S
Design
Group
1. Window in Owner's Suite Bath was removed
2. Owners Suite bedroom wall moved in 4" and room size changes from 12'-10"x 16'-6" to 12'-6"x 16'-
6"
3. Shower in Owner's Suite change from a Recess shower to a shower pan.
4. The roof over the garage changes from a Gable roof to a Hip roof
Should you have any questions regarding this letter, do not hesitate to call me.
Sincerely,
JUL 23
James nt
I
r itect #1Z079
1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078
AA0003325
www.abdesi gngroup. com
SECURE STRAP
TO CONC. W/ (2)
31111 TAPCONS
3 1/2" TI
CONC. SLA5
SIMPSON W5 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) '1
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
INWARD
CLEAN -OUT
OUT -WA
CLEAN -OUT
4'
STUDOR
AUTO -VENT}
2"-1
I �
3'
1
3 I
STUDOR
K(TCFV SINKSr AUTO -VENT
AUTO VENT I `• I "
2'� 2 °� 2
I 2-
WASH i I
s ° 3 Y
2' 2 `i
4-- 3' I WC2e
3'
3, ' SFWR
4'
PLUMBING ISOMETRIC (SEWER
MODEL 1833 RYAN HOMES
5ID'-ID"
2ID'-ID"
oil
AVERS EDGE LINE PAVERS EDGE LINE
*- L-*J �*
24'x24'xl2' CONC. FTC.
3 1/2' PAVERS W/ (3) 05 Rr=5AR6 EA.
GONC. `n — WAY ON CHAIRS MIN. 3"
`p SL'AS COVER (3-TYP)
3'-6" 2ID'-0' 8'-2" I7'-8"
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■ I °a — % �� i W/ 6'x6'-WIA x WIA
ON 6-MIL POLY ETHYLENE I
VAPOR BARRIER ON
F I CONDENSATE a® ; WELL -COMPACTED CLEAN FILL DI
hID'-ID' FIN. ELEV. I
all FIN. GONG SLAB
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24'44'1 CONC. 9-lID12'-4" 3'
FTG. W/ (3)" ■ 30'x30'xl2' CONC. —
REBARS EA. WAY FTCs. W/ (3) I6
ON CHAIRS MIN. 8 I REBARS EA. WAY I ■ ■ ■ 1
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3'COVER 1L L — — — — —
■ ■ (PAVERS) ° ro ■ ■ ■ ■
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■■ ■■ P V R
v EDGE
LINE
IG'-ID" 2'-3" 2'-ID" 4'-8" 2'-ID'
201-6" 9'-ID" 8'-8" I1'-10,
50'-D"
FOUNDATION PLAN
SCALE: 1/4 = I' -ID' ELEVATION 'A'
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CONCEALED FASTENERS OR ATTACHMENTS I
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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PLAN
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A R C H I T E —CT S
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325 00
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SiJBDIV. 8e LOT:
OAKLAND LAKE
LOT— 22
MODEL:
1833
GA000-00
PROJECT#:
02784.000
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Jut 2120119
JUL 2 B Z013
ST. Lucie County, Pern
.TE: 7/23/18
ALE: 1 /4"=1' — 0"
EET
I or 10
0
V
i S
1'-3
DOWEL IPLAN
SCALE: 1/4 = 1'-0' f-LEVATION 'A"
12'-2'
13'-6'
IS'-10'
20' -2'
A R C HI T E C T S
4Design
Groulsinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774 6078
FAX:407-774-4078
www.abdeslgngroup,com
AA #: 0003325
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STJBDIV. & LOT:
OAKLAND LAKE
LOT- 22
MO DEL:
1833
GA000-00
PROJECT#:
02784.000
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
JUL 2
LTE: 7/23/18
!ALE:1/4"=1'-O" cO�jy
MET
2 OF to
WALL LEGEND
V-5' BLK 5R3.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL a
Ib' O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE IV/83 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
. FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 ®
® 24' O.C. OVER FOIL
24' O.C. MAXIMUM, UN.O
LOTT'S
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO,
LENGTH
TYPE
COMMENTS
L-I
4'-6°
8/22-S-CIU/COX
RECESSED
L-2
5'-10'
8/24-S-(UU/011L
L-3
Il'-4'
8/28-5-(WKI)L
PRESTRESSED
L-4
4'-6'
8/24-S-(W/(0)L
L-5
4'-6'
6/24-S-(UU/(0)L
L-6
L-6A
II'-4'
8/Ib-S-(UU/(llL
L-65
II'-4'
B/Ib-S-CIXI/C1JL
L-6G
II'-4'
8/I6-S-(I.U/(1JL
L-6D
II'-4'
8/I6-S-(I,U/(IX
H-0
5'-10,
8/24-5-(1,UK0)L
4^sTm*q4ET4eLINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
4'-6'
8F22-05/IT
RECESSED
L-2
5'-10'
SF24-05/IT
L-3
IT'-4'
8F26-I5/IT
PRESTRESSED
L-4
4'-6'
8F24-05/IT
L-5
4'-6
SF24-05/IT
L-6
9'-4'
6F24-15/IT
L-6A
II'-4'
6FIro-15/1T
L-65
11'-4'
8FI6-15/IT
L-6C
II'-4'
SFI6-15/IT
L-6D
II'-4'
SFI6-lEi/iT
L-8
5'-10,
SF24-05/1T
1
L-6E3 L-6G
LINTEL PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A'
A R C H I T E C T S
oFGDesign
Group`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003326
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SUBDIV. & LOT:
OAKLAND LAKE
LOT-22
MODEL:
1833
GA000-00
PROJECT*:
02784.000
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORDA
JUL 2 f Zola
D E: '7/23/18
AT :1/4"-f ,
3 Or 10
co
SQ.FT.
CALC.'S
IST FLR. LIVING
GARAGE
1033
411
SQ, FT.
SQ. FT.
TOTAL LIVING
ENTRY
LANAI
2,244
22
200
SQ. FT.
50. FT.
SQ. FT.
TOTAL
2,466
SQ. FT,
CUBIC VOLUME
LIVING 15,S41
SQ, FT.
COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL 0
SQUARE
WK/DR
WDR SIZE
ZONE
SO MPH WIND
FOOTAGE
DESIGNATION
WIDTH
HEIGHT
1
22
3068 DR
40'
80'
4
21.9 / -30.4
2
34
35-SH
53,
(03,
4
31.65 / -41,11
3
112
I6
x 1.01
IV
L341
5
2531 / -3139
O,
4
11
25-SH
38,
(03,
4
29b5 / -3220
EGRESS
5
11
25
38'
(03,
4
29b5 / -36.81
EGRESS/tEMP.
6
54
8068 SGD
98'
80'
4
2132 / -29M
1
33
(2) 25-SH
15 1/8'
63 1/4'
5
2830 / -36.18
EGRESS
8
34
35-5
53,
(03'
5
31b5 / -41.11
WI S N E
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VA50=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY=TYPE 11
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
NOTE:
I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMINGMEMBER 2'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED $F RAY
I/2"
I'-0" 2'-0"
iv
DEL
N FLA'
CABINET
uhED
. 16, Oz.
SECTION
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20'-0"
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-----------
I
1
2'-4' 3'-0' 3 -I 16' 6
IV-9'
I L&NAI
20'-O'XIO'-O'
12XI2 CM COLUMN
(3-TYP)
I
14'-roll
I
25-SH i 1
EGRESS 5 6 I
►aa.�.��1_l.
V
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11 —
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`� 10'-0' x 12'-8' ' --`� �,
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8'-8" CLG.
I �
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ATTIC
10' -10"
E
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PAD -OUT
STRUCK BLOCK
. GARAGE WALL
2'-4" 6 _8
2—CAR GARAGE
W-2' x 20-0'
U
I6'-0' X 1'-0' OHGD
rn
SHOWER HEAC
• 6'-8' AFf.
(2) 25-51-1 O
EGRESS
a� OWNER'S SUITE
12'46' x 104'
GREAT ROOM 8'-8' CLG.
xl4'-6'
8'-8' CLG.
4'-1 4'-4" 2'-4" 7'-0"
0
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T° INN: • RfrIII >r
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-----
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WIC
8.41 C
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HEADER
L-----J
1'-4' _
IR-ISH
26
10'-10" g
4 4'-4"
\0
8
6'-0"
5' 4
III
4" III
SHOWER HEAD
I I
-
• 6'-s' Ar-F
DINING ROOM
ICI FOYER
T-
III®
xl1'-9'
II 8'"81 ��
I I I �
W-a, cLO.
DEN
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(MAL)
R/T
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12'-2'xl2'-l'
-
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8'-8' CLG.
O
O35-SH
�
35-SH
O
ENT,
2'-4" 2'-4"
2'-3" 16'-0" 2'-3" 4'-roll 4'-6° 2' 0" 4'-8" I- 0-
20'-6" 9'-0" 8'-S" II'-10"
50'-0"
]FLOOR PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A"
HB.
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A R C H I T E C T S
GDeson
rou 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. 8e LOT:
OAKLAND LAKE
LOT-22
MODEL:
1833
GA000-00
PROJECT#:
02784.000
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Ile1 '� lx
DA%E: 7/23/18
S /ALE: 1/4"
EET
OF' O `
J.
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r
� " m
qY�
A R C H I T E C T S
�
Desln
1 oU 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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SVHDIV. Fe LOT:
OAKLAND LAKE
LOT- 22
MODEL:
1833
GA000-00
PROJECT*:
02784.000
PAGE:
ELEVATIONS
160 MPH EXP. C ol
(ARCHITECT:
STATE OF FLORIDA
JUL Z 4
7/23/18
80ALE: 1/4"="-O" L
ra,c.,cl a yr
�� i;
r CONNECTOR SCHEDULE CONTROL DATEI: 01-01-15
DES.
JUPLIFT
GRAVITY1
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-18
1400
(1) 10d x I IR" -PLY, (6) Ibd 2-PLY, (U5P: (10) 106 X I IR" - NO ibd OPTION)
(2) META-16
198E
(2) HTA 16-18
2000
(10) 10d x I lC' 1-PLY, NSP: 00) IOd x 1 In')
1900
-
(14) Ibd 2-PLY (USP, NO Ibd OPTION)
HETA-16
1610
HTA 16
1615
(9) 106 x I IR' I -PLY, (8) Ibd 2-PLY U5P: (10) led x I I/T, NO 16d OPTION
HETA-20
1810
HTA 20
l6I5
(9) led x 1 IR' -PLY, (8) 16d 2-P--Y 05P: (10) 106 x I IQ', NO Ibd OPTION
�-
(2) HE7A-20
2035
(2) HTA-20
silo
(10) 10d x 1 v2' I -PLY uBP: (10) IOd x 1 I/T
2500
<ID 16d 2-PLY (USP: NO 16d OPTION)
�
O
L67-2
2150
LUGT-2
MI5
(l) - 1/4' x 2 I/4' TITEN, 2 PLY (USP, ELK (5) 1/4' WB, WOOD (16) 106
U)
DETAL-20
24W
NO USE CONVERSION FOR 51MP50N DETAL-20
(15) - 10d x I In, I PLY
Q
MGT 1
3965
MUST
4000
(1)5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD NSP: n$) Od TO WOOD)
HGT-2
10980
HUGT-2
6565
(21 3/4' 47.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8> 10d)
10530
4UGT-3
6365
(2) 3/4' 47R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ib) 1Od TO WOOD (USE: WOOD (6) 10d)
LGT3-SDS2.5
3285
LUST-3
6330
(12) SOS I/Ax2 In' TO GIRDER, (4) 3/e' x 5' TITEN HD TO WALL (U6P: CONC. (4) 3/8' X 5' WEDGE BOLT,
LT42
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
IP56
(10) 10d x I-1/2" (u5P: (10) Od x I l7"
VGT
4S40
NO USP CONVERSION NOR SIMPSON VGT
(V 5/5' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED; (I6 )-SDS /4'X3' TO WOOD
MT6-12
1000
MTW 12
1P95
(14) 10d x I I/2NSP: (14) 100 x 1 In, (14) 10d)
HTS-16
1150
HTW 16
660
(16) I0d x 1 I2" N6PR (16) 10d x I In', (I6) 10d)
HT5-00
4450
HTW 20
%045
(24) 10d x I IQ" NSP: (24) 10tl x/2", (20) 1061
HTS-24
i450
Al 24
2045
(24) 106 x i lR' (U5P: (24) led x 1 1/2', (20) led)
L674-12 •-
925
L5?A 12
6lo
00) led USP: (10) 10d
L5TA-I8 -•
1235
L574 15
136C
(14) led U5P: 04) 106
META-15 ♦♦
E15
M6TA-IB
3315
(14) 10d U8P: 64) led
(n
MSTA-24 ♦♦
1640
M8TA-24
1150
(18A led UBP: (B8 led
d
NSTA-30 a
2050
MSTA-30
2140
(22)106 USP: (22)106
META-36 ♦
2050
2625
(26) IOd USP: (26) 10d
M5TI-36
3600
_MSTA-36
KST: 236
5050
(36) 106 x I In. USP: (36) led .1 IR'
N
MSTI-45
506E
KTS: 24B
4250
(45) 10d x I In' U5P: (46) 106 x 11/2'
H6
S50
'_FTA 6
1695
(6) ad TO PLATES, (5) 8d TO STUD$ (U5P: (16) 5d x I In" (I6) ad)
5P4
885
5PT 4
S45
(6) 10d x I I/1' TO 5TUD5 U5P: (6) IOd x I In' TO STUDS
A34
395
MP 34
410
(4) Sd x 1 I/2' TO BEAM, (4) 8d x 1 1/2' TO POST. U6P: (4) ed x I In' TO BEAM, (4) ad x I In' TO POST.
dOR
645
HHOP 2
1070
OG) led x I In. USE: (10) 106 x 1 1/2' TO TRUSS, 00) I0d X 1 1/2' TO'PLA
H0A
1310
RT 16A
21P0
(1a) IOd x I IN' U5P: (9) 10d x I Ia' TO 7RU65, (8) 10d X I In' TO PLATE
VGT e HDU4
4565
PHD 4A
4535
(I6)-6D5 I/4'x3' TO WOOD, (10)-SDS I/4'x2 IR' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/e' ATR MIN. T EMBED SET IN HIGH 57RENGTH EPDXY, (10) WSW WOOD SCREW&
vGT • HD1B
4940
TEX 10
Pilo
(16)-8D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA6HERaPLY
U5P: 1/5' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-BOLTS
ABU 44
1 2200
6665
PAU 44
2P55
6115
(U 5/6" ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONS., (12) 16d TO WOOD U$P: SAME A$ $IMP
ION
ABU 66
1 2300
12000
PAU 66
2035
13815
(U 5/6' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD USE: SAME A5 SINE
CNI
N
LTTI9 ♦♦
1340
LT5 IB
1205
(1) 3/4' AT,R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (8AOd TO WOOD USP: SAME AS SIMP
1CN
1T
(1)
(I) In' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC, OOAOd TO WOOD
O
LTT20B -♦
1500
LT5 200
106
3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) IOd x 1 I/Y, 2-1n.
U
6465
(U 5/8' A,T,R IN HIGH STRENGTH EPDXY (MN. l' EMBED,) IN CONC- (S) SD"10 X I IR' (U5P: no) 16d X 2-1/29
HTT4
4455
HT745
USP HAS MORE NAIL OFTT'ON& 00) 106. l20) 106 x I-IR', (20) 16d x 2 IO'
z
Q
(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONO, l26) 16d X 2 '✓2' NSP, no) Ibd X 2-IQV
HTTS
5090
HTT45
PASO
USP HAS MORE NAIL OPTIONS, O&8 1Od, (25) 1Od x 1-1/2', 00) Ibd x 2 112'
HHDOI-5D5 2S♦
11,510
UPHD 11
12®50
(1) 1- A.T.R IN HIGH $T NGT'= EPDXY, (MIN. 10' EMBED) IN CO C,, (24) 5D8 A' x Di- WOOD SCREWS W8P: (24) WS3
SCREWS)
HDTB
6645
TDX 10
PILO.
(U 1/8' A$. IN HIGH 5TRENGTH EPDXY, (MIN. l' EMBED.) 1N CONC., (3) E/4- STUD BOLTS TO WOOD (USP: (4) ITS'
BOLTS
SIMPSON; (1) 3/4' A,TR IN HIGH 57RENG7H EPDXY, (MIN. 6.15' EMBEDMENT) IN GM. -CP, fl) 3/4'
A.TA IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, OSAOd TO BEAM
MBHA 15&/ n5
341E
5330
N=M35X'21J
y165
1130
USP: (V V2' J-BOLT W/ MINIMUM &: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
( )
RAMBET/REDHEAR DYNA BOLT SLEEVE ANCHOR OR Ea, W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
W
2660 (FLR)
2530 (FLR)
FU5C412 (WOOD)
3635
1-c5412 h-
$0b0
(10) Ibd TO HEADER, (10) 16d TO WOOD USE. SAME AS SIMPSON
3265 (ROOF;)
9225 (ROOF)
i7
Z
HUC410 (CMU
Be
5085
HD410 A
1§05
5115
115) 1/4' .2-3/4' TITEN (5 PER FLANGE) TO CM., (10) 106 TO WOOD: (USE: (la) 1/4' . 3' USE SCREWS, (10) 106
O WOOD.
=
HUC210-2 (CMU)
1510
50EG
HD210-21P
1905
311E
(15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (U5P: (15) 1/4' x 3' W63 5CRE15, (10) 10d
GEODE
41 (CMU)
1SIB
4000
HD210-3P 1505 3115
(18) I/4' x 2-3/4" TTEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: 05) 1/4- x 3' US3 SCREWS, (10) 10d
jO WOOD
LGUM26-2-SDS
1430
_
559E
NC U5P CONVERSION FOtT' 91MP90N LGUM26-2-SDS
(4) 3/8' x 4' TITEN HE, ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I0' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARO-ITECI'/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING 5Y57EM5.
♦ WHERE ANCHOR EMBEDMENT '5 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOL:'C u/ GROUT.
♦ Od COMMON NAILS CAN BE 5UB5TITUTEO WITH 1Od x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FRO"' THE ARCH -ECT IS REOWRED FOR THIS APPLICATION
PRIOR TO IN5TALL4TION
« HINIMJM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE ?'
LJ
H-
AT.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VAR€6)
OBEC4C5E
OF THE WIDE VARIETY OF MATERIALS, LCC4TION5, AND CONDITION& THAT -- _ PEST CONNECTORS, THE CONTRACTOR MU5T 5E RESPONSIBLE FOR "TAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED,
WHEN U51NG 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN 'U51NG ZHAX / LOG GALVANIZED CONNECTOR5, U5E FASTENERS GALVANIZED PER A5T--A153
USE OF EXP4NSICN 4NCHOR5 WILL BE EVALUATED ON AN INDIVIDUAL 54516 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE,
ALL CONNECTOR VALUES BASED ON 5IMF50N 'WOOD CONSTRUCTION CONNECTORS C-2013" , 'HIGH WIND -RESISTANT CON57RUCTION C-IFWO% AND ANCHORING 4 FASTENING 5Y5TEM5 FOR CONCRETE 4 MASONRY CATALOG
C-SAS-2012, I
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-m' TO
V-0'
UN.O.
*-II 1/2'
1n '
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-16AT 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 ROORFLOOR 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
JS
JS
JS
JS
JS
J4
J2
(2) HETA-20
DIAGONALS FOR BOTTOM CHORD
RR1L(' INr 0 en e- MOV (TYP )
DIAGONALS FOR 50TTOM CHORD
3R�CIN<� e !'fir Mak (TYP )
`— (2) HETA-20 -_ .._ , .__ .._ '--- (2) HETA-20
SCALE. 1/4 II-0' ELEVATION 'A"
0
a
A R C H I T E C T S
4Design
Group-im
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- 22
MODEL:
1833
GA000-00
PROJECT#:
02784.000
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHFECT2
STATE OF FLORIDA
juL 2 4
DAT 7/23/18
SHEET
6 OF