HomeMy WebLinkAboutREVISIONI
OFFICE USE ONLY:
DATE FILED: -7 ae 14
REVISION FEE: 15 , d
1.
LOCATION/SITE
ADDRESS:
SCANNED
Gy
St, Lucie Count
PERMIT #_LbQjn^ 0$Q3
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUI G IO
PRT 1 I
5356 Oakland Lake Cir (lot 10)
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
5.
1. Window in owner's bath removed
2 Owner's bedroom wall moved 4" & room size changed
3 Owner's bath shower changed from recess to pan
4 Roof over the garage changed from Hip to Gable
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC057817 YG7�-i,Ill_iE COUNTY CERT. #:
SS NAME ANN HUMS J
BUSINE
QUALIFIERS NA 4E*
ADDRESS: 114455 CENTRE CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
NVR, INC. dba RYAN HOMES
ARCHITECT/ENGINEER INFORMATION:
NAME: AB DESIGN GROUP INC.
ADDRESS:
CITY: LON
PHONE (DAYTIME):
`" ZIP:
FAX; 61-7 - 3 1
FAX:
STATE: FL ZIP: 36/3V
FAX: 467 774 4078
Revised 07/22/2014 RECEIVED
JUL 2 6 2018
ST. Lucie County, Permitting
r
FILE COPY
eDesign
oupI��.
7/23/18
City of Port St. Lucie
Building Department
Plan Review Div.
RE: Oakland Lake (Lot 10) 1833 Model,
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 Hip roof to a Gable roof
Should yqu have any questions regarding this letter, do not hesitate to call me.
rJ
ichacra _-
ct #93723 -
1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078
- AA0003325
www,abdesigngroup.com
SECURE STRAP
TO CONC. W/ (2)
3/16'4' TAPCONS
3 1/2' T
CONC. SLA5
SIMP60N WB ROLL
STRAP OR EQUAL
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA k: 0003325
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SUBDIV. 8e LOT:
OAKLAND LAKE
LOT 10
MODEL:
MODE,
�00-00
PROJECT#:
02784.000/00010
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHfTECT.
STATE OF FLORIDA
23
DATE: 7/23/18
SCALE: 1/4"=1'-O"
SHEET
OF
R E:
JUL 2 B 2018
ST. Lucie County, Permitting;
C
a
n
SCALE: 1/4 = 1'-0' ELEVATION '5'
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11 _ 31,
Design
Groulsinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
164 AA #: 0003325
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SUBDIV. 7LAKE
OAKLANDLOT 1
MODEL:
1833
XKX00-00
PROJECT#:
02784.000/00010
PAGE:
DOWEL PLAN
160 MPH EXP. C
SHEET
2 or
WALL LEGEND
6-5' BLK ERG.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 LUALL
w O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TA5LE N/63 FOR MINIMUM
-
REQUIREMENTS
INTERIOR NON -BEARING
FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 e
0 24' O.G. OVER FOIL
24' O.C. MAXIMUM, UN.O
LOTT' S
CONCRETE
P.D. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
8/22-54I)LIKOJL
RECESSED
L-2
S- / )L
TIRESSED
L-4
4'-6
8/24-8-(UU/(0)L
L-5
4'-6'
8/24-S-(I)U/(0X
L-6
9'-4'
8/24-5-(IJU/lUL
L-6
4'-6"
8/24-S-(ULIK1)L
4^sTm 419,1111TIC LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
4'-6'
SF22-05/IT
RECESSED
L-2
1'-6'
SF24-15/IT
'
SEED
L-4
4'-6'
8F24-05/IT
L-5
4'-6'
SF24-05/IT
L-6
V-4'
SF24-15/IT
L-8
4'-6'
SF24-15/IT
G!
L-%
(2) 25-SH
EGRESS
OWNERS SUITE
8'-8' CLG.
O.SUITE
0 BATH
(AMA)
I
DEN
6'-a, CLG.
I I
I
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I
WIC
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GREAT ROOM
$,-a' CLG.
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II
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L-5
25-SH
EGRESS
TEMP
III III
III III
III III
III FOYER
5'-61 CLG. DINING ROOM 2—C V- GARAGE
51-81 CLG.
I��11I��II L-I I,JI�II
(2)25-SH
BEDROOM 2
B14, CLG.
BEDROOM 3
a' -a' CLG.
0 •
I I
L---J
--� 16'-0' X 1'-0' OHGD
L-2--------
L-3
2
LINTEL _lw_j` CLAN
SCALE: 1/4 = I'-0" ELEVATION 'E"
A R C H I T E C T S
4Design
Groupllnc.
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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SvsDIV. 8e LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
xxxoo—oo
PROJECT#:
02784.000/00010
PAGE:
LINTEL PLAN
160 MPH EXP. C
DATE: 7/�e:3/16
SCALE: 1 /4"=1'
- O"
SHEET
3 OF
9
SQ.FT.
CALC.'S
IST FLR. LIVING
1,B33
SQ. FT.
TOTAL LIVING
ENTRY
GARAGE
1033
22
411
SQ. FT.
SQ. FT,
SQ. FT.
TOTAL
PATIO
2,2(oeo
21
SQ. FT.
50. FT.
:URIC VOLUME LIVING 15,S41 SQ. FT.
COIrPONBfi AND CLADDING WIND LOADS BASK: NAND EXPOSURE
FOR 3 SECOND GUM
CALL 4
SQUARE
WN/DR
WN./DR. SM
ZONE
160111111 NAND
FOOTAGE
DESIGNATION
WIDTH
HBGHT
2
6 D
4
2
33
(2) 25-SH
16'
63,
4
30,51 / -39b0
16'-0' x
oHGD
'
4
Il
25-SH
38'
(03,
4
2'1 / -3220
EGRESS
5
Il
25-SH
38'
63,
4
29.65 / -3521
EGRESS/TEMP.
6
54
8068 5GD
98'
WIN
4
2132 / -29.88
33
(2) 25-SH
l5 I/ '
63 1/4'
5
1 3 / 6.1
8
11
25-SH
38,
(03,
4
3231 / -3521
A. BASIC WIND SPEED MPH (3 SECOND GLI&T)
VULT=19,0 / VASD=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+.18
C. RISK CATEGORY=TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vul! DESIGN WIND SPEED. F15CR, 6TH ED. (2011) ALLOUIS THESE
PRESSURES TO BE MULTIPLIED 5Y 0.6 TO MEET THE ALLOU)ABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
2x4 U
0 Ib' oz.
CABINET
SECTION
9'-0" 23'-9"
o" 3'-1" 3'-0" 2'-4" 11'-5"
141-0" 19'-9"
�1 PATIO
1 (2) 25-SH 6 9'-0'x3'-0'
5ti EGRESS O
— — 8(d6a SIX — —
2 2
OWNER'S SUITE
p 12'-6' x
tAl a' -a' CLG. — GREAT 16 ROOM
a M �.
0" „2'-41' ,l 4'-0'
'
4'-2"
--
v
O.SUITE
BATH
m
m
_
13 U�_J a 18 /Q RfTIr-
C
IOWER HEAQ SHWR
6 6'-8' AFF. II
5'-2" I'-0" m
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NSINK
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I
I m KITCHEN v I j I
A i i� ILL
pr it
a'-8 Ic�L- - -I
K
411 m
IR ISH qp a '-
5'-4" K '-0" g S 4'-4" 4°
1'-a" 1114III
III f�l
R HEAD r l l l m I I
2 ®6'-8. AFF. •III FOYER I$I
m DEN CI I R/T vO I
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O 25-SH
m
r!
12'-2'xi2'-I'
CLG.
'-0" 4'-8"
DINING ROOM
10'-6'xll'-9'
ii ��M
2
(2) 25-51-1
50'-0"
i
LAUN
a' -a' CLG. I i III
@
4 on
cil
I I Ii
I
2'-3"
SCALE: 1/4 = I'-0" ELEVATION 'E5'
6'-8" I, 2'-4"
2-CAR GARAGE
10'-2' x 20'-0' N
a' -a' CLG.
3
I6'-0' X 1'-0'
BEDROOM 2
10'-T' x II'-2'
a' -a' CLG.
BEDROOM 3 O4 N
10'-0' x IT -a'
WH COND.
50IL
F — — —
I I
L-
22X36
ATTIC
ACCESS
10' -10"
ELECTRICAL
PANEL
STRUCK BLOCK
6 GARAGE WALL
A R C H IT E C T S
Design
Groupllnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
l AA #: 0003325
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03
SVHDIV. ee LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
�) {]
11xxoo-00
PROJECT#:
02784.000/00010
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
IROLAND A. ` BMCHACRA
l AR NO 93723
m so
DATE: '7/23/18
SCALE: 1/4"=1'-O"
SHEET
4 OF
1'-4
12
5
61SCORED BAND
(TYP)
SHINGLE (TYP.
I�I-IIIIa.Yl11
2
milI�
12
5
0'-8" BRCz. HGT
ATTIC VENT CALCS
EA OF ATTIC
1833SQ.Ff.
NET FREE VENTILATION AREA REQUIRED (1/300)
8.11 SQ.FT.
REQUIRED VENTILATION AREA (6.11 x 144)
879.8 KIN.
MIN. REQUIRED VENTILATION IN UPPER
OF ATTIC (0.5 x 879.8)
43g,g KIN.
OFF RIDGE VENTILATION AREA
115 SQ.IN./VKNT
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 LF OF SOFFIT VENTILATION
38
LF
PROVIDED LF OF SOFFIT VENTILATION
72
LF
6'SCORED BAND
(TYP) C
C
8'-S" BRCz. HC:T.
(
COACH LIGHT
4 TEXTURED CEMENTIOUS
COATING PER (ASTM C92(o)
(TYP) (
C
�t (
O'-O" FIN. FLR.
io'-8" HDR. HGT.
TEXTURED CEMENTIOUS�
COATING: PER (A5TM
C926) (TYP)
REAR E LIB TI
SCALE: 1/4' = 1'-0' ELEVATION 'B"
- o0'-a` BRC:. HGT.
or' -(a" HIDR. HGT.
-0
21-01
0'-0" FIN. FLR.h --------------------------— - — - — - — - — - - — - - oO'-O" FIN. FLR.
�SCOKD BAND FT ELFET SCALE: 1/4' = I'-0' ELEVATION 'B"
BRC--, HG:T.io
6'-8" HDR. HC=T.h
1'-0
i i
TEXTURED CEMENTIOUS)
COATING PER (A5TM
C C92(o) (TYP)
0'-0" FIN. FLR. _ _--
W SCORED BAND
(TYP)
','jRIGHT E LE ATI N
SC;ALE; 1/4' = I'-O" ELEVATION 'B"
_ o0'-8" BRC:. HGT,
-_-_ YO'-O" FIN. FLR,
G44
A R C H I T E C 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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STJBDIV. 7LAKE
OAKLANDLOT 1
MODEL:
1833
xxxoo—oo
PROJECT#:
02784.000/00010
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
JUL
DATE: 7/23/18
SCALE: 1/4"=1'—O"
SHEET
5 OF 9
E C T R S '�,yg� y 71r 1� E ITS, �i jl(J � CONTROL PATE: 01-01-15
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® mod"
CONNECTOR
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1460
HTA 16-18
1400
(U Imd n" x I I ] -PLY, (b) 166 2-PLY, (USP: 00) 106 X I I/2" - NO Ibd OPTION)
(2) META-I6
1S65
(2) PTA 16-I8
2800
(10) 106 x 1 4' I -PLY, (U5P: (10) Imd x 1)/2')
Iwo
11411bd 2-PLY (USP: NO 16d OPTION)
HE7A-16
ISO
HTA 16
1615
(9) led x I NR' I -PLY, (B) 16d 2-PLY USE: (10) 10d x I NV, NO 166 OPTION
H=_-A-20
ISO
ETA 20
1615
(S) 19d x 11/2' I -PLY, (a) Ibd 2-PLY USP: (10) 106 x 1 1 NO Ibd OPTION
}
z
(2) HE74-29
2035
(2) H74-20
31T0
/10) led x 1 1/2' I -PLY USE: (10) Imd x 1 1/2'
250ID
(12) Ibd 2-PLY (USP: NO iba OPTION)
O
LG7-2
2150
LUST-2
915
(1) - 1/4' x 2 I/4' TITEN, 2 PLY (USP: SILK (5) 1/4' LE, WOOD oe) 10d
U)
DEETAL-20
2480
NO USE CONVERSION FOR BIMPSON DETAL-20
!IB) - 10d x 1 1/2, 1 PLY
Q
MGT
3965
MUST
4000
11) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (22) od TO WOOD (USP: (25) led TO WOOD)
HGT-2
109B9
HUGT-1
9365
!Z) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USE: WOOD (8) 10d)
HG7-3
10530
HUGT-9
9365
(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (B) 10d)
LGTB-SD525
B285
LUGt-9
533o
(12) SOS 1/4'x2 1/2' TO GIRDER, (4) 3/6' x 5' TITEN HD TO WALL (USP: CONC- (4) 3/V X 5' WEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 106 x 1-112- (USP: (10) 106 x 1 112'
vGT
4940
NO USE CONVERSION FOR 51MP50N VGT
0) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6 )-SDS 1/4'X3' TO WOOD
'D VGT
T185
NO USE CONVERSION FOR 51MP50N (2) VGT)
(2) 5/B' A'.R, IN HIGH STRENGTH EPDXY (MIN L IY EMBED), (32)-6DS I/4'X3" / 2 PLY
M-5-12
loco
MTW 12
I595
(14) 106 x 1 1 (USP: (14) 106 x I V2%(14) led)
HT6-6
115o
HTW IS
I 1660
!lb) 106 x 1 1/2' (USE: (16) led x I I/2', (16) led)
HTs-20
1459
HTW 20
2045
(2,0 Od x 11R' (USE:(24)19d x1ll (20)106)
HTS-24
1450
HAW 24
2045
(24) 106 x 1 1/2' NSP. (24) 10d x 1 i1 (20) 106)
L57A-12
1 925
L57A 12
970
00) 11 USP: (10) 10d
L6TA-IB
1235
LSTA IB
1360
(A) I9d U5P: (14) 10d
M574-I0
1315
META-10
1315
f14) IOd USE. (14) 106
(n
M5T4-24 +.
1640
M5TA-24
1150
(IS) led USE: (IB) 10d
d
MSTA-30 ..
2050
_
M5T4-30
2140
(22) 10d USE (22) I0d
Q
M57A-36 .
2050
MS•A-36
2525
(26)Imd USP: (26) led
�
M571-36
3B90
KSTI 236
3090
(36110d x I I/2' USP: (36) 10d x I I/2
N
MSTI-40
FOOS
KT51 248
4250
(45) IOd x I V2' USP: (46) IOd x 1 1/2'
H6
S50
! FTA 6
SS5
(B) Bd TO PLATES, (6) Sd TO STUDS (USP: (I6) BG x I I/2', (16) ad)
SP4
855
SET 4
945
(6) 10d x I VT' TO STUDS USE (6) IOd x I IQ' TO STUDS
434
395
MP 34
410
(4) Bd x 1 1/2' TO BEAM, (4) ed x 11@' TO POST. USP: (4) ad x 1 1/2' TO BEAM, (4) ed x 1 1/2' TO P05T.
HOP2
645
FLOP 2
1090
(@) led x I IR' U5P: (10) IOd x 1 IQ' TO TRUSS, 00) 106 X 1 1/2- TO PLATE
FICA
f34m
Ri 16A
21W
118) led x I l/' U5P: (9) 10d x I Ia' TO TRUSS, (8) 10d X I TO' TO PLATE
VGT e LCU4
4565
PHD 4A
4535
fl6 )-SDS 1/4'xV TO WOOD, (IO)-SDS 1/4'4 IR' W/ THREADED ROD, (2) NUT5/WA6HER/2 PLY
USE: Se' ATR MIN, T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS
VGT a HDTB
4940
FOX 10
Eo
(I6)-5D5 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHERl FFY
USE; 1/8" ATR MIN, 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-50LT5
ABU 44
2200
6665
PAU 44
2535
6775
(D 5/5' A.T.R IN HIGH STRENGTH EPDXY, (MIN, T' EMBED.) IN CONO, (12) 16d TO WOOD USE: SAME AS &MESON
ABU 66
2300
12000
EAU 66
2535
13515
0) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12)I6d TO WOOD USE: SAME AS SIMPSON
N
_TTI? ..
1340
LTS 19
1205
11) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (8)10d TO WOOD USE: SAME AS SIMPSON
Q
LiT20B •»
Soo
_ S 29B
1105
6) 1/1' A.T.R.IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CCNO, 110AOd TO WOOD
PEP: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (I0) IOC x 1
(�
Q
HTT4
4455
HTT45
4465
/D 5/8' A.TR IN HIGH STRENGTH EPDXY MIN. T EMBED) IN CONO, (19) SDn0 X 1 1/2' (U5P: (20) 16d X 2-In9
USE HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x -IQ', (20) 16d x 2 E2'
HTTS
SOSO
1
HTT45
5430
(1)5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONIC., (26) 16d X 2 1/2' (USP: f20) 16d X 2-1/2')
JSP HAS MORE NAIL OPTIONS: (28) 10d, (26) led x 1-1/2', (20) 1I x 2 N'
HHp911-SD5 2.5,
11,010
UPHD 1!
12090
(U I- A.TR, IN HIGH STRENGTH EPDXY, (MIN. I0' EMBED) IN CONO, (24) 6DS Y' x 2)' WOOD 5CREU16 (USP: (24) W53 WOOD SCREWS)
HD15
6645
TDX 10
5110
N 1/6' AE, IN HIGH 5-RENGTH EPDXY, (MIN. T' EMBED) IN CONS,, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/5' BOLTS)
N
Ltl
CD
MBHA 3.564'25
3415
5330
NFM35X12U
3165
T130
SIMPSON: (I) 3/4' ATR. IN HIGH STRENGTH EPDXY. (MIN. 6.7F' EMBEDMENT) IN CMU. TOP, (U 3/4'
ATR. IN F: STRENGTH EPDX , (MIN. 615' EMBEDMEN?) IN CMU. FACE, (I5)106 TO BEAM
U5P: (I) Iq' J-BOLT W/ MINIMUM 6 EMBED. � NOT LE55 THAN 4" FROM EDGE OF CONO W/ 3/4' MIA ITW
RAMSEVFEDHEAD DTNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
HU5C412 (WOOD)
3635
2660 (PLR)
HU5421F
30b0
2530 (FLR)
110) 16d TO HEADER, (10) I6d TO WOOD USP: 5AM= AS SIMPSON
3265 (ROOF)
3225 (ROOF)
QHUC410
(CMU)
1810
50B5
HD410 IF
1905
317S
11S) !/4' x 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) 106 TO WOOD. NSP= (10) 1/4' x V W53 SCREWS, (10) 106 TO WOOD.
=
HUC210-2 (CMW
1610
5065
_
FD210-2F
SOS
3175
116) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) IOd TO WOOD: CUSP: (B) I/4' x 3' W53 SCREWS, (10) 19d TO WOOD
HU0210-3 (CMU)
1510
4000
HD210-3P
IS05
B175
(IB) I/4' x 2--3/4' TITEN (S PER FLANGE) TO CMU, (10) IOd TO WOOD. N5P: CIE 1/4' x 3' W53 SCREWS, 00) 1On TO WOOD
LGUM26-2-SOS
1430
5595
NO U5P CONVERSION FOR 51MR60N LGJM26-2-5D5
14) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 1/2' SIDE SCREWS TO WOOD
HIGH STRENGTH EPDXY a GMPSON 'SET E-CXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FIR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 51MIL4R EPDXY PROCJCT5 OR U5P - C14 4pIFF51 VE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT IS GREATER THAN T' DEEP, THE VERTICAL CELL IN CMU. WALL MJ57 BE FILLED 50, ID u/ GROUT,
. IOd COMMON NAT 5 CAN BE SUBSTITUTED WITH 10d x 1 IO2 NAILS !N CONJUNCTION WITH A 23% REDJCT19N IN THE ALLC(JAB_E LOAD. WRITTEN APPROVAL FROM THE 4RCHITEC- 16 REQUIRED FOR THIS APPLICATION
FReP TO INS-ALLA-':ON.
0
.+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T'
W
F-
A-3.. A-301 ALL THREAD ROD (SIZE. PROTECTION TYPE, LENGTH, ETC. VARIES)
z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDIT'ONE THAT MAY AFFEC- OONNEQTOR5, THE CONTRACTOR MJ5T BE RE5F`ON6IBLE FOR MAKNG SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN JBMG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN W51NS ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TY-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL FANS AND MUST HAVE WRITTEN APPROVAL FROM TLE 4RSLITECT/ENGINEER DF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON 51MPSGN "WOOD CONSTRUCTION CONNECTORS C-2013" ,'HIGH WIND -RESISTANT CONSTRUCTION C-I—LO9, AND ANCHORING e F45TENWG 5Y5TEM6 FOR CONCRETE e MASONRY CATALOG
C-SA5-2012-
2 x 12
(•2 SYP)
I/V OSB
(TYP.)
NAIL (3) 12d a &'-V O.G.
TYP. 2x12 BM./HDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
V-0'
UN-O.
W-II 1/2'
"I' -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 FLR. TRUSS/BEAM MUST
NOT BREAK 1'4' MIN, FROM 2ND. FLR. LINE
0y
DIAGONAL& FOR BOTTOM GHORD DIAGONALS FOR BOTTOM CHORD
g2ar_w� 7a ?nl-n" lJr Ma�C (TY;= P.RarIN 7a 9n'-011 r7r Malt (TYP )
111
'11�$�11 I 1 0 1'`1.,I
SCALE: 1/4 = 1'-0' ELEVATION 'B'
A R C H I T E C T S
Design
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. & LOT:
OAKLAND LAKE
LOT 10
MODEL:
1833
XXX00-00
PROJECT#:
02784.000/00010
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
DATE: 7/23/18
' SCAT :1/4"=1'-0"'
SHEET
6 OF 9
F.T. lx2 lU/ MTL. E
J" TEXTURED CEMENTIOUS COATING
(ASTM C92&) OVER PAPER BACK EXP.
LATH OVER APPROVED PLASTIC I
WRAP, OVER -1/ICo' O.S.B. SHEATHING OR
PLYWOOD SECURED PER NAILING SCHE
SECURE PRE-ENG. TRI,
f
0'-0' FIN. FLR.�
Y'
PAVE
ENTRY DETAIL
-ENG. ROOF
�SE6
7XTURED CEMENTITIOU5
7ATING AS PER (ASTM
92Gh) (TYP.)
2
A R C H I T E C T S
�
Desi n
�U I 1nc.
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. 7LAKE
OAKLANDLOT 1
MODEL:
1833
XXX00-00
PROJECT#:
02784.000/00010
PAGE:
ENTRY
SECTION
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
/JULYiT°
DATE: 7/23/18
' SCALE: 1/4"=1'—O" 1
SHEET
7 OF 9