HomeMy WebLinkAbout137 Andrews Rd #15-01580- ElectricalDEC 0 2 2015
I CITY OF SANFORD
BUILDING & FIRE PREVENTION
I PERMIT APPLICATION
Application
Docutneuted Consft-uction Value:
15-01580
,lob Address: 137 Andrews Rd. His iode District: Yes ❑ No
Pat -eel 1D: �q lteldelltial �f tC:ott mercial
rl:: .r [�
Typc of 1Vo11`E�r� �I dditioun a Alteration ❑ Repair R Denio Q �hange of Use, ❑ !MoveEl
Description of Work:
Plait Review Contact Person: Ge,
A Rivera III
Phone- 407.243-2278 Fas< 407-243-2298 1: i11tt.il;
Property Owner Information
)'Fantle Probuilders Construction LLC
Stt'eet: 57,10 Oak Lake Trail
City, State Zip: Oviedo, FL 32765
Name Doc Watts Electric, Inc.
Street: 6984 Venture Circle
PllU(te:
Resident of
Contractor Information
'1'itle: Owner
e t'ty'? : No
f' I1 U t► e: 407-243-2278
Fim
City, State Zip: 'Orlando, FL 32807 State LieensejNo.: EC3004296
Architect/Engineer Information l
Name:
Street,
Cit)" St, Zip:
Bonding Company:
Address:
Phone:
Foix:
E-mail:
Nturtgage Leudet
Address:
I
NVAI KING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF C:O1IeMENCEI)ILIN"h MAN' RESULT IN l`OU
PAYING TWICE FOR CNIPROVEiMENTS TO YOUR PROPEtcrv. A NOTICEOF jMNUNIENCEIME:NT tNIUST 13.E
RECORDED AND POSTED ON TIIE :JOB SITE: BEFORE THE F1RS'r INSPECCION.I IF YOU IN'T'END TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICES OF
COt1I,1IF,NCEiNIENT.
Application is hereby made to obtain it permit to do the vvurk and installations its indivated. I ce�tiCv that no work or itistallinio.n has
comamiced prior to the issuance of it permit and that all Nvprk will be performed to meet standardl ot'all lag's ry Mating cottstrttciicin
in this jurisdictiott. I utiilerstaud that a separate penult trust be securedfor electrical wgrk' plumbing, Signs, Nvells, pools,
rurnaces, boilers, heaters, tanks, and air conditioners, etc.
1?1tC t.o5,3 $Mill 4Q iaseribed with the daw of application and tile code in efred as of that date: S'i` L ditCoit (2014) Florida Buiittim, Code
RQvised: June 30.20 t 5 1 t'znnit Appliv ation
NCTE:
TYPE W eRAD INS 4 DRAINAGE
PLAN -CO 5E USED
N. 5017'18" E. 50.00, (P)
N. 49055'20" E. 49.98' (M)
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cv Cv
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kECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
oxrE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUI"D
Results to be Verified
(it Slab Inspection
N. 50°11118" E. 50.00' (P)
N. 50.01' (M) EXISTI� IG 5' SIDEIUA�K
aP ICD- 15160
EXISTING 2' CONC. GUTT12 PPF?OVED PL'tNS
ENG. DEPT.AND
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WALL LEGEND
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-4' GLNG
COVERED MA TER R-11 INSULATED WALL
5EDROOM INTERIOR FRAMING TO CEILING
e VAULT LNG WOOD FRAME NON -LOAD
BEARING WALL (R -II INSUALTED)
I
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-i 2068
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6' MIN. (Typi �;►
W/G i ---- m
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ivx5' N WR `� W
A o A/C COMP. ANCHOR DETAIL
KTA
B R00m 3 }-------= ---- --- - `
U31-41 CLNG — —
RANGE
1
, W/ C VEN I \ !m
( HOOD EX RUST Q /
61 i
PER FRC - 0
m — i CHAPT R 15 Z�
m xI T i<I �iCN
— O D U
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,
506a r-
0
B.F.
FU
o
D I I1�C x EM EL L A U.
— W/H
VAULT CLNG -I X I /C
VAULT
iL r22X54- - -
_ 2868 Y Y Y
I
O METALi IATT/ACC COC. D
�t C20 MIND �W/ PL DN STRj :t
Y0 Y
cf� 14 5N U 4 kW�I 2868 rf
TEMP. GL.
I
O - m I I 1/2' DRYWALL (BOTH SIDE6 '� (✓ rel D G I * I CRITERIA
p I � � �
tQ II OF GARAGE TO UNIT) `v �7 I 1 �l tr `Y -
}`
1) PER 2010 r
0� i 2) USE 4 OCCUPANCY R-3
5068 �+ 9'-4' CLNG Jl L'� Jl 3) CONSTRUCTION TYPE VB -
_ 1 g -4° U
l CLNG ■ GE
4) RISK CATEGORY Il
2868 1/2"CEILING DRYWALL UL -TIMATE DESIGN WIND SPEED 140
5) EXPOSURE C
5URI=A6E ROUGHNE55 B
(o) COMPONENTS 4 CLADDING
■DROO 2 O O m O O ROOF (WOR5E CASE) (2-1 DEG. CORNER ZONES 3)
9'-4' CLNG +52.3 -41.2 X 1.00 PER 8301.2(3)
�I WALL5 (WOR5E CASE ZONE 5)
+35.3 -47.2 X 1.00 PER R301.2(3)
9'- CLNG (Gr4R DOOR) PER 301.2(4)
0 O O O O O O +29.7 -33.1 X 1.00 PER R301.2(3)
160-30 O.H. GARAGE DOOR
26 5H 26 SH
EGRESS EGRESS
2'-8' 3'-2' 8' 3'-2' 2'-8' 8' 3'-4' 8' 1'-4' 8' 16'-0" 2'-0'
T _r -fT fi_ , -f-
12'-4"
f 12'-4" 4'-a' 20'-0"
3-11-01 -
f=LCCf;P,4,.,FLAN.
SCALE: 1/4' = 1'-0'
AREA
CA CUAT I ON5
A/C LIVING:
1,6 -I2 5.F.
GARAGE:
399 S.F.
COVERED ENTRY: 28 5.F.
REAR PORCH: 154 S.F.
TOTAL:
2,253 5.F.
cf�
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
AT 28 DAYS.
ALL R=
MEETING A5T1" i SPEC& A-615
f MIN. CONC. PROTECTION FOR RE -BARS:
FTGS: 3' 5EAM5: II1/2' SLA55: 1'
LAP REINFORCING BARS 30 INCHES MINIMUM
3-1'-011
I,
141-0" - - ----
41-1Y 3'-2" 3' -9'
''F
-- 12'-0' --
- --------
---- DID O O
—
I------------, I
I I
I ,------ -------I
I I
a" THICKENED EDGE W/ I
(1) +'S RB CONTINUOUS
I6'W x a'D
MONOLITHIC
FOOTING W/ (2) S
BARS CONT. AT
EXTERIOR FRAME
WALL b l
L ------- --------
—
--------------------
1,I---------
I
TUB
�I----------
U TYPICAL MONOLITHIC FOOTING:
�\ Q
20"D X ]&`W CONCRETE W/
(2) 05 RI3'5 CONTINUOUS ON CHAIR
W/C)41-40
U ��-_� (\LAV i
F4
%}�N A -1 -
to
`" j �� Y
�
\
I
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8' THICKENED EDGE — I
— - 4' CONCRETE $LAB (2500 P51) OVER QI / /I ICJ
I 6' X (o' X 10/10 W.W.M. OR FIBRE MESH OVER
6 MIL POLYETHYLENE VAPOR
BARRIER OVERclj
CLEAN, POISONED, COMPACTED (TO 2500 PSF
OR 95% DFN5ITY) FILL.
I
o
6'-4"
WASHER
F\ -1
-------�
L A.H.U. ` W/H
4' STEP SIJ
I I
(01-0,
Ell I I
I o
F - - - -I I
TYPICAL MONOLITHIC FOOTING:
I
20"D X 16 °W CONCRETE W/
r I \46'x40] I 6" RECESS
I
(2) 05 RB'5 CONTINUOUS ON CHAIR
L�
L �� _ _
7-� I
CURB — -I --
I
8' THICKENED EDGE i
13
13 I C�
I
I
o
v
o f I [ol roo I
I
L-----------------------�
11%' GAR DR RECE55_
r
-
I
RM foo
1---- -------__j -
o o n to
I
21-011
If
12'-4'
44'x4O" 4'
CONC. AG
REVISIONS I BY
06-25-15 KTB
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Date: 09-22-14
SANFORD
°�� Scale: v8' = 1'-o'
/1RIN�
Drawn: MrvF�Grr
Job: 131 Andrewe
Sheet: 2
Of 5 Sheets
ELECTRICAL NOTES:
* ALL RECEPTACLES INSTALLED OUTDOORS,
IN GARAGE, OR IN BATHROOMS MUST HAVE
GROUND FAULT CIRCUIT INTERRUPTER
* SMOKE DETECTORS SHALL- B E 120 VOLT
TYPE W/ 'POWIER ON INDICATOR', A TEST
BUTTON AND A BATTERY BACK-UP.
* SMOKE DETECTORS SHALL BE LOCATED
IMMEDIATELY OUTSIDE EACH SLEEPING AREA.
* SMOKE DETECTORS SHALL BE HARDWIRED
TO A NONSWITCHABLE BEDROOM LIGHTING
CIRCUIT AND SHALL NOT BE WIRED TO THE
LOAD SIDE OF ANY G.F.I. OUTLET CIRCUIT AND
ARE TO BE A.F.C.I. CODED PER NEC 210.12
* ALL BEDROOMS TO BE A.F.G.I. CODED.
* ALL 18 4 20 amp OUTLETS TO BE A.F.C.I. CODED.
* ALL 15 4 20 amp OUTLETS TO BE TAMPER RESISTANT.
ELECTRICAL LEGEND
= SINGLE SWITCH
= MULTIPLE SWITCH
_® = WALL OUTLET
GFI =® = GROUND FAULT CIRCUIT
INTERRUPTER WALL OUTLET
-e = SINGLE WALL OUTLET
= 220 CIRCUIT
- = SURFACE MOUNT LIGHT FIXTURE
�} = WALL MOUNT LIGHT FIXTURE
❑O = RECESSED LIGHT FIXTURE
V.P. ❑O = VAPOR PROOF RECESSED LIGHT FIXTURE
= LARGE FLUORESCENT LIGHT FIXTURE
O = EXHAUST FAN ( VENT TO ROOF)
V.T.R
SD = SMOKE DETECTOR
C� = CARBON MONOXIDE DETECTOR
O = CEILING FAN
= CEILING FAN WITH LIGHT KIT
FLUSH MOUNT
ELECTRICAL
PANEL
A 200 AMP MAIN P18G
120/240 VOLTAGE
C POLE
T TRIP
PESCRIPTION
LOAD WIRE
CNP
C POLE
T TRIP
DESCRIPTION
LOAD WIRE CNP
I
2 0
A/C COMP
5.0
1'&
3/4'
12
2 b0
AHU/HEAT STRIP
10.0
06 IVMEX
3
2-10" 134")
PRECAST
2727
2078
4101 5332
4
'7811
9055
2021
2021
5
2 0
WATER HEATER
4.5
010
W -EX
I b
2 3fD
WELL >=GkIIP (OPT)
15
010 3/4'
1
2165
2289
3260 4227
5219
62U4
e
1257
1257
1675 2610 3839
5596
9
2 30
DRYER
5.0
41,10
ROMEX
10
I 20
APPLIANCE
1.5
012 ROMEX
11
1475 1914
2354
2797
3240
591
121
Y0
APPLIANCE
1.5
012 RGMEX
13
I 0
DISHWASHER
1.0
012
RGMEX
14
PRESTRES
188
236
367 1 4G4
15
f f0
DISPOSAL
1.0
012
ROMEX
I&
I 15
GEN LTG
510
012 ROMEX
11
1 0
REFRIGERATOR
1.0
012
ROMXI
18
I IS
GEN LTG
19
1 0
WASHER
15
010
RGMEX
20
1 15
GEN LTG
21
1 15
PATIO FANG
03
012
ROM )<
22
1 15
GEN LTG
23
1 15
PLOOP LIGHTS (OPT)
110
012
1/2'
241
15
GEN LTG
25
1 0
PINING
1.2
012
ROMEX
26
1 15
GEN LTG
21
1 TO
MICROWAVE
0.1
012
RONEX
281
15
GEN LTG3K
31:
29
I ®
GAR DOOR a? -NR
01
012
ROMEX
30
SPARE
31
1 0
6PKWLER WPtP (OPT)
12
012
1/2'
32
3-3
I 0
GARAGE GPf
IB
012
ROMEX
34
B5
1 15
SITE LTG
0.1
010
1/2'
36
31
SPARE
38
39
SPAM
40
2 60
RANGE/ovEN
bm
06 ROMEX
41
SPARE
42
TOTAL:
263
TOTAL:
TOTAL CONNECTED LOAD:
25.5
51.8
GENERAL LIGHTING CALCULATIONS
3 WATTS X 1612
= 5.0 KW
1000
LOAD CALCULATION5
A/C COMPRESSOR m 100% 5.0 KW
FIRST 10KW 19 100% 10.0 KW
REMAINDER tD 40910
(36.8 X .4) = 14.12 KW
TOTAL: 2912 KW
29.12 X 1000
= 124. AMPS
240
PROVIDE 200 AMP SERVICE
PANEL
METER AAA
042 CIR.
2004
PANEL
3-2/0 THW CU
IN 2' GOND.
3-2/0 THW CU
2'
200 A IN 2' GOND.
GOND. DISC
t-04 CU
GROUNF-)
FPL
FEED
200 AMP SERVICE RISER D IAG
A/C
D 15C.
METER 4 MAIN DISC.
(BRIDGE)
EELECTfP,1CAL PLAN
SCALE: 1/4' = 1'-0'
8" PRECAST W/ 2" RFCFSS DOOR 11-1 INTFI S
CAST-CRlTE
UPLIFT
LATERAL
LENGTHTYPE
URF6-1T ORF10-IT ORF14-IT URF1U-IT URF22-1T 8RF26-11 URF30-11
BRU6
BRF6
1489
BV6-2T tlRF IO -21 URF14-21 ORFlU-2 ORF22-2 RF26-B URF30-2I
1827 3412 4982 64/2 1947 1 9416 1 10878
BFO -1T
4'-4" 1521 PRECAST
12AA 1573 2413 3260 4112 4967 5825
93-
932
1244 1519 2339 3170 4008 4050 5696
LENGTHBFO-2T
3166
OF12-2TOF16-2TUF20-21
8" PRECAST W/ 2" RFCFSS DOOR II -1 IN TFI S
C^ST-(RITE
GRAVITY
TYPE
LENG Thl
ORU6
ORF6-OH ORF10-0U URF14-UB ORFIB-0'u ORF22-Oc RF26-OB URF3U-0
ORF 6 -IB u.,ma-30 ORF14-ID ORF10-]U URF22-1 URf26-10 ORF30-ll
4'-4" 152") PRECAST
1489
1591 3053 2902 3954 4989 5904 6000
1827 3412 4982 64/2 1947 1 9416 1 10878
8" PRECAST & PRESTRESSFO I1 -I INTFI S
CAST-CRlT!
-REDUCE VALUE 6Y 25% FOR GRADE 40 FIELD REBAR
8" PRECAST & PRESTRESSED I1-IINTFIS
CA:* -CRETE
BY
06-25-15
G R AV I TY
UPLIFT
LATERAL
o
TYPE
BFO -1T
GF12-1T
GFIG-1T OF20-1T
OF24-ST BF20-IT OF32-1T
OF2U-1 OF32-10
T-10" 1341 PRECAST
LENGTHBFO-2T
3166
OF12-2TOF16-2TUF20-21
F24-21OF28-21
F32 -2T
8U8
8F8
2-10" 134")
PRECAST
2727
2078
4101 5332
6569
'7811
9055
2021
2021
7315
UG7U
27-7
2784
3901 5190
6407
7630
0057
10472
11936
X-fi' (42')
PRECAST
2165
2289
3260 4227
5219
62U4
7192
1257
1257
1675 2610 3839
5596
2165
2215
3165 4125
5091
GC61
7036
N.R.
N.R.
T-6' 190"I
PRECAST
9,
912
1475 1914
2354
2797
3240
591
651
'390
1029
1466 1907
2391
27`77
3245
Drawn : MM/BCM
Job: 131 Andrews
17'-4" (208-)
PRESTRES
188
236
367 1 4G4
1 567 T
670
774
N.R.
255
788
276
A49 649
814
1121
1389
-REDUCE VALUE 6Y 25% FOR GRADE 40 FIELD REBAR
8" PRECAST & PRESTRESSED I1-IINTFIS
CA:* -CRETE
BY
06-25-15
G R AV I TY
rrPEOFO-OB
o
ALL LINTEL5 TO eE 'CAST -CRETE'
Hna-oi UF36-OU OF20-0� BF24-Ol UF2U-01 UF32-UB
LENGTH
BU8
MI -1B OF12-1B OF1G-1B UF2U-1 OF24-I1
OF2U-1 OF32-10
T-10" 1341 PRECAST
2302
3166
4473 6039 7526
9004
10472
11936
RIDGE VENT TO MEET MFR RECOMMENDATIONS_
3166
4473 6039 7526
9004
10472
11936
T.6" 1421 PRECAST
2302
3130
3317 4689 6001
7315
UG7U
9947
BM -2 RM -I
TRUSS TO TRUSS CONNECTIONS BY TRUSS MFR.
3166
4473 6U39 7526
9004
10472
11936
T-6" (00") PRECAST
767
1029
1675 2385 1994
2439
2806
3333
I�1
° 6 Q YF
H o
� � � w
•- � °�u0�j
1029RR,
1675 2610 3839
5596
6613
SU4'/
1!'-4" 1208"I PRESTRES
N.R.
W1 `i' f E [DOWNS
N2. N.R, NR.
N.R.
N.R.
N.1
310
310
530 950 140V
1800
2200
260V
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION
CAST -CRETE DIVISION ACCEPTANCE NO. 01-0209.03 EXPIRES 05/21/06
,ALL ROOF SHEATHING TO 15E NAILED AS FOLLOWS:
4" OC W/ 8d RINGT SHANK NAILS AT ALL EDGES
6" OC W1 8d RING; SHANK NAILS AT ALL INTERIOR
PANEL BEA}RINC; POINTS
SIMP60N MT512 AT TRUSS TO
EXTERIOR FRAME WALL (TYPICAL.)
/
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Jul
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I I I I A05
A04
II
I. __I______-=_-__ __ _:
_ : _._ - I I ` X03
II
CO3 Aoi
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II
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---
II ,
BM I ! ---- ----- ---I
CO2 I CJ
_ _-.___..____.__________ - _: V7 f
i
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CO2 CJ
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i
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I I 3
II II_
W
001
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Cil
--1-- -----
BM -1 7cii
B02 I „v I,(a v
---- - - - =
! N yVO
WILD/NGS
SAiVFURL
a
1 L_ - = = = _ = _ = = - -� I �W !W i� R00 VENT NOT S•
�r�rr
Bol n�
L_ -
BM -2 1) PROVIDE 4' OFF RIDGE VENT FOR SHINGLES.
REVISIONS
BY
06-25-15
2) COLOR AS SELECTED BY DESIGNER
FROM STANDARD AVAILABLE COLORS.
o
ALL LINTEL5 TO eE 'CAST -CRETE'
�:
�,
�w
0
3) ROOF PREPARATION
`,.
ALL LINTELS CONC. FILLED W/1 -*5 RB STEEL UNLESS OTHERWISE NOTED
SAW 2' SLOT IN SHEATHING UNDER EACH
ALL LINTELS a' X 8' "CAST CRETE' BRAND W/ 8" MIN 5RNG BOTH 51DES
RIDGE VENT TO MEET MFR RECOMMENDATIONS_
v
110 Q %J
vl r�
(DO NOT CUT INTO TRUSSES OR
• 1
�y
RAFTERS WHEN CUTTING -I; SLOT)
8FI6-IB/1T 8RF14-IF3/1T
I
BM -2 RM -I
TRUSS TO TRUSS CONNECTIONS BY TRUSS MFR.
W
��uI1�1g-)r-VO
4) INSTALLATION:
INSTALL PER MFR RECOMMENDATION FOR
8F24-I5/1T
SHINGLE ROOFING INCLUDING QUANTITY
\5,
PROV11DE (1) SI1"1PSON HET7�120 (MAX UPLIFT= 7,87;2)
FOR THIS ROOF SQUARE FOOTAGE AREA.
RM -3
AT EACH TRUSS 4 G;lRF_)ER TO MASONRY
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SCALE: 1/4' = 1'-0'
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Date: 09-22-14
Scale: I/8' ; 1,-m'
Drawn : MM/BCM
Job: 131 Andrews
Sheet: 3
Of Sheets
PRE ENG WOOI
AT 24' O.C. (T'
R-11 BATT INSUL,
OSB, S�IYATOHING OR
—
USE
STUCCO ON —
PAPER BACK LATH ON
H13USEWRAP
�--TRUSS STRAP
(SEE TRUSS LAYOUT)
DHL. TOP PLATE W/
SIMPSON SP4 @ EA. STUD TOP
2X STUD #2 SPRUCE, PINE,
FIR AT 16' O.C.
1B�LOCK�SeIyNpG U@M MID SPAN
CELERS 6/CD
SIMPSON SP4 @ EA.
STUD BUTT.
44 oN ��� 2X PT BUT, PLATE W/
&6 10 s�OSW.Wk/ J BO TE AT 48 0 C, W/ 2'2DIA. WASHER
�--
8'D. X 16'W. FTG. W/
(2) #5's CONT. (MIN.)
TYPICAL ONE STORY
EXor
I CRIOR FRAME BEARING WALL
PRECAST LINTEL W/ (1)
S RB 4 GROUT SOLID.
2X PT PLATE5 TO CMU W/ --
J'x4' WEDGE ANCHORS OR
j'x4' TAP -CONS m V OC MAX }�
�' CE -.)X PLYWOOD OVER
BL OCKING ( INTER. 4 EXTER.) W/
(2) 66 NAILS INTO EACH
FILLER13LOCK. FOLLOW
PLYWOOD NAILING FOR FIELD
2x w 45• W/(2) 10d
TOE NAILS EACH END
2x FILLER BLOCKS
FOLLOWING RADIUS
PRE ENG WOOD ES TRUSS STRAP
AT 24. O.C. (TYP> (SEE TRUSS LAYOUT)
DBL. TOP PLATE W/
SIMPS13N SP4 Q EA, STUD TOP
2X STUD #2 SPRUCE, PINE,
FIR AT 16' O.C.
1B�LOCKINPG �R MID SPAN
C L YS Se 7 wN/CD
SIMPSON SP4 11 EA,
STUD BUTT.
6X6 10��OSW,W,Mw/ /2'P WEDGE ANCHOR OR 1/21 x 8'
J BOLT AT 48 O.C. W/ 2 DIA. WASHER
X '16'W. FTG. W/
(2) Ms's CONT. (MIN,)
TYPICAL ONE STORY
INTERIOR BEARING WALL
WAD w — T -v
ARCH FRAMING: DETAIL-
5CALE- 1/2' = 1'-0'
5TANDARD 90• HOOK
MIN. 10' W/ MIN. 25'
BAR LAP
LINTEL BLOCK W/
(1) #5 RB CONT.
GROUT 50LID
(1) 05 RB VERTICAL
IN FILLED CELL
ATTACH BUCKS
PER WINDOW
MANUFACTURERS
SPECIFICATIONS
3/12 INTERIOR VAULT 12
FLAT CEILINGS AT —
i
BEDROOMS, BATHS,
FOYER 4 GARAGE
------- -------------- - - - - --
.
BY
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TOP OF 13EAM
LEFT 51[Dt'ELEVATION,
12
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RF=Afs ELEVATION,
SCALE: 1/4' = 1'-0'
FINIS - -
FINISH FLOOR
6' STUCCO
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RIC-�HT SIDS ELEVATION.
TOP
oP OF BEAM
gVl L!� tiGy
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FIN15 - -
IN15N FLooR
FAUX STONE
PANELS
FRONT ELEVATION
SCALE: 1/4' = I'-0"
REVISIONS
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Date: 09-22-14
Scale: 1/8' - 1'-(0'
Drawn: MM/5GM
Job: 131 Andrews
Sheet: 4
5
Of Sheets
2-166 NAIL5 ,0 12' OC TO -
GABLE END TRUSS
STUCCO ON PAPER BACKED
METAL LATHE ON J' CT -.)X
PLYWOOD ON END TRUSS
oiL TOP OF TIE SEAM
(SEE EXT. ELEV.
FOR HEIGHTS)
STRAP EACH VERTICAL —
TRU55 MEMBER TO BEAM
W/ SIMPSON HETA20
(MIN 10d NAILS)
NOTE:
THE INSTALLATION OF GLAZING PROTECTION
DEVICES HAS BEEN CONSIDERED IN THE
DESIGN OF THE SUPPORT STRUCTURE
4'
MIN
CONCRETE LINTEL
'CAST -CRETE'
SEE LINTEL. SCHEDULE
FOR REINFORCING 4
FILLING, IF REQUIRED
45 STEEL RB
PER PLAN
CONCRETE –�
BLOCK WALL
IM1109'apmaw
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EN N ���
TIE OR k3oND SEAM
POUR SOLID 8' DEEP (MIN)
AT EACH WINDOW SILL
NOTE:
SEE FOUNDATION PLAN
BOTTOM OF FOR COLUMN LOCATIONS
FOOTER 4 REINFORCING
T%T"F I CAL WINDOW OREN INCA
IN E3LOC< WALL DETAIL
SIMPSON 5T18 STRAPS 1w 24' OC
W/ lm-IDd NAILS EACH
2X4 X -BRACING Q 48' OC
2X4 PT LEDGER W/ �, X 6'
WEDGE ANCHORS e 3m' OC
16' IX2 PT FIRE STOP
BOND BEAM - SEE TYPICAL
11 WALL SECTION
:SIMPSON HETA20
MAX UPLIFT = 1010
G48LE SND CONDITION,
"IOOD BASED EXTERIOR SIIIrATHING OSB
15 LB FELT DRAINAGE PLANE
PAPERBACK LATH
�' NOMINAL STUCCO THICKNE55
DRAINAGE PLANE OVERLAP CONTROL
BEAD FLASHING AND MEMBRANE STRIP
OVER WOOD FRAME/MA50NRY CONNECTION
METAL OR PLASTIC EXPANSION JOINT
MASONRY
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPAN51ON JOINT EQUAL TO PROTECTO
WRAP 13T-20XL-9' WIDE TO EXTEND
2' BELOW THE CMU
�' NOMINAL CEMENTITIOU5 FINISH
NUMBERS INDICATE
SEaUENCE OF INSTALLATION
WOOD &TUCCO G;45LE.
END TO 5LCC< F..,)ETAIL
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
4' X 5' TAPCON
(3) PER SIDE
THRU FRAME
TO BLOCK
EXTERIOR DOOR
(METAL FRAME)
GARAGE DOOR 5
5.Y.FP. 1=.T..2 X 6 GARAGE DOOR 5UCK5
TO BE INSTALLED W1 1/2" X ro" RED HEADS
12" FROM ENDS Q 24" O.C.
3' VTR
TO 55
PLUMBING; RISER DIAGRAM.
FASTEN 5TUD5 TO
DBL TOP PLATE W/
51MP50N 6PH4
FILL ALL HOLES W/
100 NAILS
(SEE FLOOR PLAN)
WOOD NEA
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
J' X 3' TAPCON
FILL ALL FACTORY
PROVIDED HOLES
THRU FRAME TO BLOCK
IX (FRAME WIDTH) PT BUCK
APPLIED TO CONCRETE FILLED
MASONRY W/ POWER ACTIVATED
BROAD HEAD COIL NAIL s 6' O.C.
S.Q.D.
DETAIL
(ALUt*11NUM FRAME)
LAV
H
(MIN 2XIO HEADERS W/ i'
PLYWOOD FLITCHING FOR
FLUSH MOUNTING OF DRYWALL)
r- DOUk3LE TOP PLATE
FASTEN JACKS TO
WOOD HEADER W/
SIMPSON 5T18
FILL ALL HOLES W/
16d NAILS
PROVIDE DOUBLE STUDS
UNDER ALL BEARING WALL
HEADER OPENINGS U.N.O.
PROVIDE SINGLE STUD
UNDER 5'-0' OPENING
FASTEN STUDS TO
SASE PLATE W/
SIMPSON 5PH4
FILL ALL HOLES W/
100( NAILS
CONTINUE STRAPPING
TOP PLATE ACRO56
HEADER* 16' O.C.
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
J' X 3' TAPCON
FILL ALL FACTORY
PROVIDED HOLES
THRU FRAME TO BLOCK
1X (FRAME WIDTH) PT BUCK
APPLIED TO CONCRETE FILLED
MASONRY W/ POWER ACTIVATED
BROAD HEAD COIL NAIL tv 6' O.C.
WINLI )V W DETAIL
(ALUMINUM F
NOTE:
THE INSTALLATION OF GLAZING PROTECTION
DEVICES HAS BEEN CONSIDERED IN THE
DESIGN OF THE SUPPORT STRUCTURE
4'
CONCRETE LINTEL MIN TIE OR BOND BEAM
'CAST -CRETE'
SEE LINTEL SCHEDULE
FOR REINFORCING 4
FILLING, IF REQUIRED
*5 STEEL RB
PER PLAN
CONCRETE -
BLOCK WALL
R-30 BATT INSULATION
J' CEILING BOARD
1X2 PT FIRESTOP 6 FLOOR 4
CEILING LEVEL 4 8'-O' C/C
(MAX) IN ALL DIRECTIONS
�' DRYWALL ON
IX2 PT FURRING ON
R-42 ALL FOIL
INSULATION
BY
.4
■■i
a
i- ► o
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
4' X 5' TAPCON
(3) PER SIDE
THRU FRAME
TO BLOCK
EXTERIOR DOOR
(METAL FRAME)
GARAGE DOOR 5
5.Y.FP. 1=.T..2 X 6 GARAGE DOOR 5UCK5
TO BE INSTALLED W1 1/2" X ro" RED HEADS
12" FROM ENDS Q 24" O.C.
3' VTR
TO 55
PLUMBING; RISER DIAGRAM.
FASTEN 5TUD5 TO
DBL TOP PLATE W/
51MP50N 6PH4
FILL ALL HOLES W/
100 NAILS
(SEE FLOOR PLAN)
WOOD NEA
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
J' X 3' TAPCON
FILL ALL FACTORY
PROVIDED HOLES
THRU FRAME TO BLOCK
IX (FRAME WIDTH) PT BUCK
APPLIED TO CONCRETE FILLED
MASONRY W/ POWER ACTIVATED
BROAD HEAD COIL NAIL s 6' O.C.
S.Q.D.
DETAIL
(ALUt*11NUM FRAME)
LAV
H
(MIN 2XIO HEADERS W/ i'
PLYWOOD FLITCHING FOR
FLUSH MOUNTING OF DRYWALL)
r- DOUk3LE TOP PLATE
FASTEN JACKS TO
WOOD HEADER W/
SIMPSON 5T18
FILL ALL HOLES W/
16d NAILS
PROVIDE DOUBLE STUDS
UNDER ALL BEARING WALL
HEADER OPENINGS U.N.O.
PROVIDE SINGLE STUD
UNDER 5'-0' OPENING
FASTEN STUDS TO
SASE PLATE W/
SIMPSON 5PH4
FILL ALL HOLES W/
100( NAILS
CONTINUE STRAPPING
TOP PLATE ACRO56
HEADER* 16' O.C.
STUCCO FINISH
OVER 8 X 16 C.M.U.
CAULKING
J' X 3' TAPCON
FILL ALL FACTORY
PROVIDED HOLES
THRU FRAME TO BLOCK
1X (FRAME WIDTH) PT BUCK
APPLIED TO CONCRETE FILLED
MASONRY W/ POWER ACTIVATED
BROAD HEAD COIL NAIL tv 6' O.C.
WINLI )V W DETAIL
(ALUMINUM F
NOTE:
THE INSTALLATION OF GLAZING PROTECTION
DEVICES HAS BEEN CONSIDERED IN THE
DESIGN OF THE SUPPORT STRUCTURE
4'
CONCRETE LINTEL MIN TIE OR BOND BEAM
'CAST -CRETE'
SEE LINTEL SCHEDULE
FOR REINFORCING 4
FILLING, IF REQUIRED
*5 STEEL RB
PER PLAN
CONCRETE -
BLOCK WALL
R-30 BATT INSULATION
J' CEILING BOARD
1X2 PT FIRESTOP 6 FLOOR 4
CEILING LEVEL 4 8'-O' C/C
(MAX) IN ALL DIRECTIONS
�' DRYWALL ON
IX2 PT FURRING ON
R-42 ALL FOIL
INSULATION
BOTTOM OF
FOOTER
7�FICAL
POUR 50LIP 8' DEEP (MIN)
AT EACH WINDOW SILL
NOTE:
SEE FOUNDATION PLAN
FOR COLUMN LOCATIONS
4 REINFORCING
WINDOW OPENING
IN BLOCK WALL DETAIL
F115ER GLA55 SHINGLES ON
30 LR. TIN TAGGED FELT ON
J' CDX PLYWOOD OR 055
SIMPSON HETA20 AT
EACH TRUSS TO REAM
9'-4'
TOP OF REAM
ALUM DRIP ON ALUM
CLAD 2X6 FASCIA
ALUM PERFORATED SOFFIT
SINGLE U -BLOCK BEAM
W/ (1) +'5 RB CONTINUOUS
CAST -CRETE LINTEL
WHERE APPLICABLE
W/ (1) 05 RB
TICAL "5 R5 m 8'-0 OC MAX
FLOOR PLAN)
UJALLeECTION
SCALE: 1/4' = 1'-0'
CO FINISH ON CMU WALL
H FLOOR
X Iro'W FOUNDATION W/
RB'5 CONTINUOUS
HAIR
1.8O�A1NFO
50
0
REVISIONS
BY
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7�FICAL
POUR 50LIP 8' DEEP (MIN)
AT EACH WINDOW SILL
NOTE:
SEE FOUNDATION PLAN
FOR COLUMN LOCATIONS
4 REINFORCING
WINDOW OPENING
IN BLOCK WALL DETAIL
F115ER GLA55 SHINGLES ON
30 LR. TIN TAGGED FELT ON
J' CDX PLYWOOD OR 055
SIMPSON HETA20 AT
EACH TRUSS TO REAM
9'-4'
TOP OF REAM
ALUM DRIP ON ALUM
CLAD 2X6 FASCIA
ALUM PERFORATED SOFFIT
SINGLE U -BLOCK BEAM
W/ (1) +'5 RB CONTINUOUS
CAST -CRETE LINTEL
WHERE APPLICABLE
W/ (1) 05 RB
TICAL "5 R5 m 8'-0 OC MAX
FLOOR PLAN)
UJALLeECTION
SCALE: 1/4' = 1'-0'
CO FINISH ON CMU WALL
H FLOOR
X Iro'W FOUNDATION W/
RB'5 CONTINUOUS
HAIR
1.8O�A1NFO
50
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REVISIONS
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Date: 09-22-14
Scale: 1/a' = 1'-m'
Drawn : MM/�:�r�M
Job: 131 Andrews
Sheet: 5
Oaf Sheets