HomeMy WebLinkAboutREVISED PLANSINDEX OF DRAWINGS
SHEET NO. DESCRIPTION
CS COVER SHEET
GN GENERAL NOTES
1 FOUNDATION PLAN
5 2 2 DOWEL PLAN
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S
XXX00 _ 01 4 FLOOR PLAN
5 ELEVATIONS
6 TRUSS PLAN - ROOF
7 ELECTRICAL PLAN
FORM 8 PRODUCT APPROVAL
DI FOUNDATION DETAILS
D2-D4 ARCHITECTURAL DETAILS
WAl -W5 WALL ASSEMBLY DETAILS
HmIlms
ryano h m e s 1. cO m TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN
FLOOD
SNOW Speed' To
DESIGN Frost line DESIGN iUNDERLAYMENT h FREEZING ANNUAL
LOAD (mph) - effects' CATEGORY` Weathering depth, ,Termite` TEMP` REQUIRED" HAZARDS INDEX TEMP'
N/A 160-C N/A Negligible N/A Haw 4Very 5 N/A I'� N/A N/A N/A _
DESIGN CRITERIA: SQ.FT. CALC.9S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
*ALL LOCAL AND STATE CODES DATE DESCRIPTION
• OCCUPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB
•MIN. INTERIOR FINISH — CLASS C 1ST FLR. LIVING 1,452 50. FT.
• BASIC WIND SPEED - VULT = 160 MPH
- VASD = 124 MPH TOTAL LIVING 1,452 SQ. FT.
RISK CATEGORY II
•EXPOSURE CATEGORY — EXPOSURE C GARAGE 3S3 $a. FT.
• 1-STORY RESIDENCE - ENTRY 19 SQ. FT.
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES
TOTAL 10ro4 SQ. FT.
• STATE OF FLORIDA PATIO 18 SQ. FT,
CERTIFIED BUILDING CONTRACTOR: GU51G VOLUME LIVING 12k32 SQ. FT,
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION A) 40'-0"
PROFESSIONAL ARCHITECT:
1
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, LLC.
1441, NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Fax: (407) 774-4078
Tel: (407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN SeANNED
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE; BEEN By
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET.
St. Lucie Coimtv
�! i i i ) 9,b�o -61
A R C H IT E C T S
Design
ro u P 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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MODEL:
1452
XXX00-01
PROJECT*:
R5025.058/00002
PAGE:
COVER
SHEET
ka 160 MPH EXP. C
ARCHMECT-
STATE OF FLORIDA
7/23/19
66ALE: 1/4"=V-0" 1
SHEET
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SECURE STRAP
TO CONC. W/ (2)
3/16'x2' TAPCONS
3 1/2' TI
CONC. SLAB
SIMPSON WE3 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) "Sxl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
I/4'x3'x3W STL.
POLE ON 1/4'xb'
DIA. BASE
(2) 1/2'xb' A.B.
a
I
A BOLLARD DETAIL
2 'VTR }
PLUMBING ISOMETRIC (SEWER)
MODEL M2 RYAN HOMES
I
40'-0"
0 -0" 2'-9"
1 CPAVERS:)
DI HB. 03 1/2"
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I 11 I
FIN. ELEV. pl
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ETHYLENE VAPOR _ i �•��
BARRIER ON TERMITE ; \ ° a
TREATED
WELL -COMPACTED i rr-, h.:: -1
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REARS EA. WAY
ON CHAIRS MIN,
3' COVER
(2-TYP)
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A R C H I T E C T S
4Design
Grou INC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. abdesigngro u p.com
AA #: 0003325
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MODEL:
1452
XXXOO- O1
PROJECT#:
R5025.058 00002
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
P E: 7/23/19
ALE: 1 /4"=1' - O"
SHEET
I OF
24'-8"
10'-roe
■ ■ ■
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■ ■ ■
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10'-011
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SCALE: 1/4 = I'-O'
ELEVATION 'A'
A R C H I T E —CT
3
4Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdosigngroup.com
AA #: 0003325
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MODEL•
1452
XXX00- 01
PROJECT#:
R5025.058/00002
PAGE:
DOWEL PLAN
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160 MPH EXP. C
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ARCHRECT:
STATE OF FLORIDA
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D;' E: 7/23/19
O'C ALE: 1 /4"=1' - O"
SHEET
2 OF
LEGEND
0
8'-8' BLK. BRG.
SHEAR UJALL SEGMENT
WOOD FRAME BEARItJts
WALL INTERIOR: 2x4 WALL �
Ib' O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
0
SPECIFICATIONS. REFER TO
TABLE N/S3 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -SEARING
FURRING AT MASONRY q'
WOOD FRAME WALL: 2x4 ®
® 24' O.G. OVER FOIL
24' O.C. MAXIMUM, UN.O
I-- I
PATIO
EGRESS L-9 L-S 25 SH L-� 25-SH ,i, I 5068 sw L-670
GREAT ROOM
a,-8' CLG. DINING
L-10 ■ 1 8'-8' CLG. ■
■ OWNER'S SUITE
8'-8' CLG.
■. �� i ■
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--
0 IZ10
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I
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8'-s' cLG
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81-8' CLG. 1 S
— — — — — — — I - o BATH 1
LL--- 81-8' CLG.
BEDROOM 3
L---L s
co
CD
FQYER
81'8' cLG.---� L-5
2—CAR GARAGE � —
8'-8' CLG. ■ — ti r.
2
� ENTRY,:>
■ �! BEDROOM 2
I
L-3 I
II
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— — 25-SW
EGRESS L-4
LINTEL PLAN
SCALE: 1/4 = I'-O' ELEVATION 'A'
WALL
LOTT' S
CONCRETE
P.D. BMX 771255
WINTER GARDEN, FL 34777
PH. C407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
828-S-lUU/(IX
PREST�SSED
L-2
4'-8'
8l12-8-(IX1/(0R
RECESBEP
L-3
5'-10'
8/Ib-S-(IA1/lOJL
L-4
8l24-5-11a1/lOJL
L-5
824-8-1IXl/10A..
8/24-5-(I,U/llll
L-1
8l24-8-(IXl/(01L
L-8
8/24-5-(I,U/l0X-
L-9
8/24-5-(I,U/lOJL
L-1(D
4'-b'
8/14-8-(I,U/lOJL
CAST•�RET� LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
17'-4'
8F28-IB/IT
PRE8Tf�88ED
L-2
S�f22-0B/17
RECEBSED
L-3
SFIb-0B/IT
L-4
4'-6'
SF24-0B/IT
L-5
4'-b'
8F24-08/IT
8F24-IB/IT
L-1
4'-b'
8F24-06AT
L-S
4'-b'
8F24-08/IT
L-9
4'-b'
8F24-0B/IT
L-10
4'-b'
8F24-0B/IT
A R C H I T E C T S
CDC)
Design
Group INS.
cc
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SVHDIV. 8e LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00— 01
PROJECT:
R5025.058/00002
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHfTECT
STATE OF FLORIDA
D E: 7/23/19
SHEET
•
EXTERIOR MA50NRY
WALL ERG. HEIGHTS
8'-8' ERG.
LOAD ERG. WALL
NoN-ERG. WALL
COhPOrENT AND CLADDING WIND LOADS BASK: WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL #
SOUAFE
SIZE
ZONESO
PH WIND
FOOTAGE
DEWK/D KNIWWDR.
WIDTH
HEIGHT
1
112
16'-0 '-0'
1132,
84,
5
26.09/ -4493
2
20
3068 DR
36'
W.
4
30b4/ -30.64
3
Il
25-SH
38,
63'
4
3231/ -42b2
EGRESS
4
Il
E255
38,
(03,
4
3231/ -42b2
5
42
5068 SGD
14'
80,
5
28.14/ -51-OS
6
11
25-SH
36,
(03,
4
3231/ -42b2
1
11
25-SH
36,
63'
4
3231/ -42b2
8
Il
25-SH
38,
63'
5
30b4/ -51,18
EGRESS
9
11
25-SH
38,
63'
5
30b4/ -51,18
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=I6O / VASD=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .I8
C. RISK CATEGORY -TYPE 11
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 Oro TO MEET THE ALLOWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
N
14
DBL. TOP
PLATE
CABINET
`2x6 WOOD FRAMED
a 16' O.C.
SECTION
0
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40 _0,1
25'-2"
3'-7° 141-2n
G'-0" 2'-'3"
25-SH I( g
OWNER'S SUITE 0
14'-Vx13'-4'
8'-8' CLG. —
SHOWER HEAD
a 6'-8' AFF:
31-0" 0. BATH
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2-CAR GARAGE
0 18'-O'x2O'-O'
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LECTRICAL
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PAD -OUT
HB
0 TRUCK BLOCK
a GARAGE WALL
v
lb
■ 1
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25-SH ��
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14'-0'xIe'-4'
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11
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Design
Grou p�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. 8a LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.058/00002
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OP ETCOTMA
3�L
DA
#rE: 7/23/19
ALE: 1/4"=1' - 0"
SHEET
4 or
Z
D
a�
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UrD
D
J
I—
SCORED LINE
(TYP)
SHINGLES
—_—_—
TEXTURED CEMENTIOUS
COATINCs PER (ASTM
C92(o) (TYP)
2"
0'-0" FIN. FLR.d}__v --
I_I
I_I
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I —I
Igl�gi�IR��IRI�II
�1 E"LE'" TI®N
SCALE: 1/4 = I'-0' ELEVATION 'A'
6'-8" HDR. HCzT.h _—_—_------
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S'-8" BRG. HCzT. V-S" BRCS, HGT
1'-01,
—6' W. SCORED LINE
(TYP)
—TEXTURED CEMENTIOUS
COATING PER (ASTM
C926) (TYP)
,LO'-O" FIN. FLR. 0'-O" FIN. FLR,�
5
OFF -RIDGE VENT
12
5
ATTIC VENT CALLS
EA OF ATTIC
1864 SUT.
NET FREE VENTILATION AREA REQUIRED (1/300)
6.21 SUZ
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
OF ATTIC (0.5 x 894.7)
447.4 SUN.
OFF RIDGE VENTILATION AREA
115 941H./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SUN.
REQUIRED LF OF SOFFIT VENTILATION
39
IF
PROVIDED LF OF SOFFIT VENTILATION
187
LF
OFF -RIDGE VENT
�TEXTURED CEI-ENTIOUS �I
COATINCa PER (ASTM
C926)(TYP)
-----—-----—----------- —o-0" FIN. FLR,
ICE A I�Z ELE VATIu" N
SCALE: 1/4 = I'-0' ELEVATION 'A'
S' -8" BRG. HCzT.
6'-8" HDR. HCzT.
TEXTURED CEMENTIOUS
R ( COATING PESTM
C92(o) (TYP)
v 0'-0" FIN. FLR.
----------------------------------
I"IGHT ELEVATION
SCALE: 1/4 = I'-0' ELEVATION 'A'
8'-0' BRG. HGT
&'-S" HDR. HGT
0'-0' FIN. FL
5
12 5
OFF -RIDGE VENT
OFF -RIDGE VENT
0
0'-8" BRCz. NCzT.
1'-0"
---—-—-—-—-—-—-—-—-—-—--—- - — - - —- -
TEXTURED CEMIENTIOUS
u COATING PER IASTM
C926)(TYP) rn
N-----------------------------------
LEFT ELEVATION
SCALE: 1/4 = U-0' ELEVATION 'A'
gem
60'-0" FIN. FLR.
A R C H I T E C T S
Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
X)IX00- 01
PROJECT#:
R5025.058/00002
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
3& 13
DAYM ' 7/23/19
S ALE:1/4"=1'—O"
HEET
5 OF
uu
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C E E CONTROL DATE: 01-01-15
ON ECTOR SCHEDULE
CONNECTOR
SIMPSON
USID
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA I6-18
W4
(7) 106 x I In' )-PLY, (6) I6d 2-P-T, (USP: (10) 10d X I In" - NO I6d OPTION)
(2) META. 16
1585
(2,1 HTA 11.
2500
(10) IOd x I In' I -PLY, CUSP: (10) IOd x I I/29
1900
04) Ibd 2-PLY (USP: NO I6d OPTION)
HETA-16
1610
HTA I6
1615
(9) 106 x I In' I -PLY, TW I6d 2-PLY USP: (10) IOd x I In', NO I6d OPTION
HETA-20
1510
HTA 20
1615
(9) 106 .1 In' -PLY, (5) I6d 2-PLY USP: (10) 106 x 1 In', NO I66 OPTION
�-
�
(2) HETA-20
2035
(2) HTA-20
3110
(10) 10d x 1 In' I -PLY U5P: (Il IOd x I In.
260m
N2l I6d 2-PLY (USF: NO I6d OPTION)
O
LOT-2
215m
LUGi-2
1916
(1) - 1/4' x 2 1/4- TITEN, 2 PLY CUSP: ELK (5) 1/4- WEI WOOD (16) IOd
V)
DETAL-20
24M
NO USP CONVERSION FOR SIMPSON DETAL40.
(18) - IOd x I Ill, I PLY
<
MGT a
3965
MUGT
4000
(I) 5/5, ATR IN HIGH STRENGTH EPDXY (MIN, V EMBED), (22) 1Od TO WOOD (USP: (26) 100 TO WOOD)
HST-2
10980
HUGi-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), /16110d TO WOOD (USP: WOOD !8l 1Od)
HGT-3 +
10530
HUI
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), ([&) IOd TO WOOD NSP: WOOD (8) 10d/
LGT3-52625
3285
LUST-3
5330
(12) SDS 1/4k2 1/2' TO GIRDER (4) 3/8" x 5' TITEN HD TO WALL (USP: GONG. (4) 3/B' X 5' WEDGE BOLT, WOOD (12J W925)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
_PTA
IB55
(101106 x I -In. (u5P: (IO) IOd x I In.
VGT
4940
NO USP CONVERSION FOR SMPSON VGT
(I) 5/6' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/4-X3' TO WOOD
(2) VGT
1165
USP CONVERSION
FOR SIMPSON (2) vGTJ
(V 5/8' AS.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY
MT6-12
1000
TW 12
1595
(14) Imd x I IR' (IIBP: (14) 10d x 1 1/2", (14) 106)
HT5-16
1150
W 16
1660
06)11 x 1 In. (USP: TS) I06 x 1 1/2% (IS) 10d)
LTS-20
1450
W 20
2045
(24J 10d x I IR' (USP: (]A) IOd x 1 1/2', 120) 11
HT9-24
1450
[NO
W 24
2045
(24) 11 x I In' (USP: (24) 1Od x 1 1/2', C20) 10d)L5TA-12
++
925
TA 12
91O
<I0) Imd USP: 00) 10d
LSTA-S +,
1235
TA IB
SSO
(14) IOd U5P: (14) IOC
MSTA-a ++
ISIS
6TA-18
1315
(14) I0d 15P: (14) IOd
N
MSTA-24 «
1640
STA-24
1150
/I9) IOd USP: (IS) IOd
d
META-3O ++
2050
1-18TA-30
2140
(22) 111 USP: (22) 10d
<
MSTA-36
2050
MSTA-36
2525
l26)IOd U5P: (261106
H
MSTI-36
3600
K5TI 236
3050
(36) 10d x I IR' USP: (36) IOd x 1 Id'
V)
MSTI-48
5065
KT81 246
4250
(45) I0d x I In, USP: (46) IOd x I VT'
H6
950
LFTA 6
1595
(8) ad! TO PLATES, (B) 8d TO 6TUD5 (USP: (16) ad x 1 1/2', (S) $d)
5P4
885
SIFT 4
S45
<bl lOd x I In- TO STUDS USP: (6) IOd x I In' TO STUDS
434
355
MP 34
410
(4) ad x 1 1/2- TO BEAM, (4) 8d x I IR' TO POST. USP: (4) ad x I In' TO BEAM, (4) ed x I Id" TO POST.
HOP2
645
HHCP 2
1070
112) 10d z I IQ' USP: (10) IOd x I IR' TO TRU55, (10) I0d % IY2' TO PLATE
HIOA
I
RT 16A
2160
(IB) 10d x 1 IR' USP: (9) Imd x i In' TO TRUK (S) IOd X I In' TO PLATE
VGT a HDU4
4565
PHD 4A
4535
(I6)-6DS I/4b9' TO WOOD, (101-SDS /4'x2 Id' W/ THREADED ROD, (2) NUTS,`WASHER/2 PLY
USP: 5I8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) LLISW (WOOD SCREWS
VGT 1 HD1B
4940
TDX 10
5110
(I6)•BDB 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSlWASHERnFAY
USP: Ve' ATR MIN, II- STEED SET IN HIGH STRENGTH EPDXT (4) Ve" THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
b115
(II S/S' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBEDJ IN CONO., (12) 166 TO WOOD USP: SAME AS SIMPSON
V)
ABU 66
2300
12000
PAU 66
2535
13815
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC., (I2)16d TO WOOD USP: SAME AS SIMPSON
L7a .+
1340
LTS 19
1205
(U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN: T' EMBED.) IN CONC„ (5)Imd TO WOOD USP: SAME AS SIMPSON
IY
O
LTT205 +++
1500
LTS 206
1105
(U In' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBEDJ IN CONC., (10)IOd TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, CIO) 1Od, CC) 10d x i IR', 2-In'
_
U
HTT4
4455
Al
4465
(U 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. T' EMBED,) IN CONO., (18) 5DI10 X 11/2' NSP: (20) I6d X 2-VP)
U5P HAS MORE NAIL OPTIONS: (20) 11 (20) 10d x ]-In', (20) I6d x 2 in'
z
Q
HTT5
SOSO
HTT45
5430
(1) 5/B' AS,R IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONO„ (26) I6d X 2 In' (USP: (20) I1 X 2-1/2')
USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 10d x 1-I4l (20) 11 x 2 in'
HHDOII-5D6 25.
11010
VPHD I
12090
(V 1- A.TA N HIGH STRENGTH EPDXY, (MIN 10' EMBED) N COND., (24) SDS Y' x 2K' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
HDTB
6645
TDX Im
V,(U
1/6' AB. IN HIGH STRENGTH EPDXY, (MIN. T' EMEED./ IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/8' BOLTS)
V)
W
(�
MBHA 356/1135
3415
5930
NFM35XI2U
3165
1B0
5MPSON: (U 3/4' AIR. IN HIGH STRENGTH EPDXY, (MIN.. 6.76- EMBEDMENT) IN CMA. TOP, (1) 3/4'
AMR. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CHU. FACE, (I0110d TO BEAM
USE: Cl) 1!2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CANO W/ 3/4' CIA ITS
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR ISO. W/ MIN, 5- EMBED DEPTH INSTALLED N THE FACE.
HU9C412 (WOOD)
3635
2660 (FLR)
HU64121F
3060.
2530 (FLR7
00) I11 TO HEADER (10) I66 TO WOOD USP: GAME AS SIMPSON
3265 (ROOF)
3225 (ROOF)
Z
HUC410 (CMU)
IBIO
BO85
HD410 IF
1905
315
/18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (I0) 11 TO (WOOD: (U5P: CIS) 1/4- x 3' W53 SCREWS, 00/ Imd TO WOOD.
=
HUC210-2 (CMUI
I610
$085
H0210-21F
1905
SITS
(I8) 1/4' x 2-3/4' TITEN S PER FLANGE) TO CMU, 00) I0d TO WOOD: (USP: (S) I/4' x 3' W53 SCREWS, (10) 10d TO WOOD
HUC210-3 (CMU)
IB10
4000
HD210-31F
1906
SITS
(I8 1/4' x 2-5/4" TITEN (9 FLANGE) TO CMU, CIO) Imd TO, WOOD: (USP: (S) /4" x 3- W53 SCREWS (10) 10d TO WOOD
) T PER LANCE. 10 ,
GUM26-2-SDS
1430
5595
NO USP COJVER510N FOR 51MPSON LGJM26-2-665
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO O1U, (4) 11 X 2 In' SDS SCREWS TO WOOD
HIGH 5TRENG7H EPDXY = 51MPSON 'SET EPDXY -TIE% CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRTTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USE - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN T' DEEP, THE VERTICAL CELL IN CTI.J. WALL MUST ESE FILLED SOLID U/ GROUT.
++ 10d COMMON NAILS CAN BE 5UE5T17UM2D WITH 1Od x I I/2' NAIL5 IN CONJNCTION WITH A 23% REI3UETION IN THE ALLOWABLE LOAD. WKII-EN APPROVAL FROM THE ARCH} -Eat 15 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
V
'.+ MINIMUM EMBEDMENT INTO THE -OP OF A BONDBEAM YIL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T'
Hi
<—
ATR. = A-301 ALL THREAD ROD (SIZE, PROTECT ON TYPE, LENGTH, ETC. VARIE6)
OEECAU5E
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT OCHNECTOR6, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE 'ROPER CORROSION PROTECTION
15 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS WHEN USING ZMAX / WPG GALVANIZED CONNECTORS USE FASTENERS GALVANIZED PER ASTM-AS3
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ckGWEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRJCTION CONNECTORS C-2013' , 'HIGH 0W RESISTANT CONSTRUCTION C-'-14?9 AND ANCHORING I FASTENING SYSTEMS FOR CONCRETE + MASONRY CATALOG
C-SA5-2012.
EXTERIOR MASONRY
WALL BR3. HEIGHTS
51
LOAD 5%. WALL
NON -BD
MINIMUM LUALL AND )HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O' TO
5'-0.
U.N.O.
4'-II 1/2'
1'-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, URO:
• 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
all
II i.
II n u u n II u u u n u u n II J3
_ - I I II II II I II II II I II ii ii _
�� u u n n u u u n u n u u I ■ J5
■ II IIII II II II II (I II
ASG
(2) META-16 in - (2) META-16
A�
1 I I I I I I I I I
7-7- -6 Q
O v
_—
I
A4 0- O
■ 1 6-6-O'I4-0 0x0 II •
dOB
_ _ W
A3 61
A2 Ni0
I z�
_---- AI
A2
I
_ _ _ _ _ _ _ _ _ =NIZ
LA4
A3
■ I I I I --- I----
ATTIC=,, A
- I = _ _ = i= b
---- ACCESS _ --- -- -- -- --
46
Ai
---I
Ix4 BTM. CHORD BRACING
BI �1= fi;: �: Cl
l2 O-C. MAX., SECURED W/ 0[
I)10d COMMON NAILS e
52 EACH CHORD INTERSECTION QK Cl
(TYP
54Cs — II— JI� C3Cs
4
J4 = u u n u n u u u u u J4
■
J2 a II it J2 J2 i� �I— Itn I J2
"— ' ii n n __II_-- —
6
G�� N <t �0 �4 �4 �0 �0 �9 'Q cr cv V' �4 �0 �4 �0 'xt c� ✓6
IRUUF FRAMING PLAN.
SCALE: 1/4 = 1'-0' ELEVATION "Al
A R C H I T E C T S
4Design
Grou 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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StYBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
)MOO- 01
PROJECT#:
R5025.058/00002
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHFECT:
STATE OF FLORIDA
TE:
7/23/19
C ALE:
1 /4"=1' — 0"
SHEET
OF 0
0
W
Lu
CC
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
110V DUPLEX
RECEPTACLE
110V FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
IIOV SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
IIOV GFI DUPLEX
EQUIPPED W/ GROUND FAULT
CFI
RECEPTACLE
TYPE)
TYPE)
®
220V RECEPTACLE
4 WIRE CONNECTION
IIOV DUPLEX
EQUIPPED W/ GROUND FAULT
bIl1�
C;I
RECEPTACLE
INTER UPTER ALEATFIER PROOF)
SWITCH
j3
3-WAY SWITCH
$4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
y.�
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURE-
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
y(�()
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
LIGHT FIXTURE-
V.P.
VAPOR PROOF
�(
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CABINET
—
LOW VOLTAGE
PANEL
PANEL
EWE
METER
SMOKE
BATT. BACK-UP V HAFOURE
SD
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
GATT, BACK-UP w/ omowIRE
DETECTOR
WERCONIECTED
CEILING BOX REQUIRED TO BE
O
J-BOX
SUPPORTED IN ACCORDANCE V
BOX MARKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
DC
DOOR CHIMES
TY
TELEVISION JACK
I
TELEPHONE JACK/
CAT 5
4
GAS OUTLET
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN:
1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
4,356
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
46,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4)
14,241
TOTAL NET GENERAL LOAD
24,241
5—TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5—KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEATI
10,450
TOTAL LOADI
34,691
CALCULATED LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
TRANSFORMER BANK: 50kVA
VOLTAGE: 1620/13200-240/480V
SERVICE: SINGLE PHASE
TYPE: UNDERGROUND
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDE: (120/240 VOLTS)
MAXIMUM FAULT CURRENT: 153SO amps
POWER COMPANY
TRANSFORMER
SERVICE BY OTHERS
GRADE LINE
(3) M 1 THHN/THWN COPPER CONDUCTORS,
(1)06 TNHN/THWN COPPER GROUND IN 2" CONDUIT,
NEMA 3R 200 AMP
COMBO 120/240
VOLT 42
DISCONNECT CIRCUITS
M AND METER MLO
CAN
200
AMP. PHONE /DATA
WEATHER
PROOF BOX
200 A4lf= ELECTIRIC,4L fR15EF�
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
INTERSYSTEM BONDING TERMINAL
AT LOW VOLTAGE CONNECTIONS
PROVIDE 04 THHN/THU.N COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC IS USED THERE 15 NO
BOND/GROUND TO COLD WATER PIPE.
CABLE / TV
WEATHER
PROOF BOX
V
COACH
LIGHT
E"LECTUCAL
SCALE: 1/4 - 1'-0' ELEVATION 'A'
20 AMP
ET FOR
EVE
A R C H I T E C T S
Design
p
1 DU 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 58)
MODEL:
1452
XXX00—Ol
PROJECT#:
R5025.058/00002
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
TO
DATE: 7/23/19
I SCALE: 1/4"=1'-0"'
SHEET
OF
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(3I
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