HomeMy WebLinkAboutPLANSbil I
S1
7'-4'
4'-5-
S-4"
(DL2
LZ
/11 u
P iL
2j S" 21 sit
__LA I I I I I 1 11 tjiq _LJ_LL A
3080 PAD
V0
C
ILY/
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VA El
&T, 0
CURB BEY
3 10' 2 ONO
PATIO- TYPICAL (2) 202 SIP
21 SEP-) SIRUCTORAL IIEADEJ
T7T2,12 8' CMU T
I TL\ -1 _j SiRUCIURAL HEADER, COLUMN
3 PLACES
Dw
14'-Z-
(i2 COVERED PATIO C)
f I
- )__ F- - I b lip 10
Y/ 8'-0" CONCRWEI
It H - , ' 010-
1.4 (100 & SIT , \' I I in
F — — — — — — — — — — — — — — — I /Z' WAIJ 9 -IEN "(IAT�
3 1 Nib
Z� 41'AFF- 15 ULT /-&4L
VA
4'-2" DARTOP cvu 6C38 SGD 2j E
WALL
T-L
4 S'
1410 40 h
68 BE I
-172'WALL
F _wc I
T- 2" 16' MDE 8- DEEP LEDGE -
BOTTOM 0 7'-10- ArF- V,
BEDROOM #2
8'-0" / CARPET
®R x
BEDROOM 13
8'-0" / CARPET
12'-4"
PAD
INTERIOR BEARING WALL
COMP EHU
2" CURB BEYOND—/
FRAMF WALL- TYPICAL
TOP 0 8'-8' ACT, VI
Vs:j
LIVING
TUB/
0 -0- MNYI
clF VAULT
CARPET
If - 11, . //
'3'-8- 2" N'_9"
.Al o6e 13r I I
W, I 4/_
A1.1.5`10 CITUNG
z10/1"
R>
MASIER SUI IE
IIAL
16E
VAM I / C.ARIJ I
3'- 11"
BE
CARFL 1
4 SH
-8" - DIA CDI.Uiolff�
2 12 SO 9Aq
W1 ITT _E
r — -1 16- WIDE x 11- DEEP LEDCF_ CARPET
u 1) "1
I I . I M 0 1 8011014 0 R'-li" ACT- 7 VMN
EC-0, V IYL FZ TOP 0 9 - 4- AFF
V) L)
0
zi
0 L
At rrL--
z A
0
FOYER
2' 141
DINING 131 VAULT / VINYL
0 1 k z
0 'AULT / CARPET Nq 5
2 A� I
I (2)2xa Syll (w ;0
Az� Col
GARAGE
4—
j Z/ 7'
7'-1"
9
3'_3" S-5- 3'- 6" S- 9"
_8 SYP DEARING WALI
WIEVIOR DEARTH WAII IT �) ROD 1, SIT 4
CID 16
E 0 Z* SITU ...... IF 141 1
11TO 16
x CD
Cl- cj 0 ,C
C31 0 1
5tlj 1 Q 306 OF
ITT
bo
SJUDY 1.1 -
CARPET
"llyl
9-4 CARPF I
ER BAIII ROD & SIT
MASI
(2)25 Sit W1
TRANS
VAULT / VINYL
A
y
E IR
12 __0_7_cONC
ILE ITIF40
MID 1)2- TILE RISER
(2)26$
LJO [-L SIT W/l/2
E`1EB W_
12' TUIIE OVIR FT 494 POST ___x W- 112 11091 OVER I AX4 POST cu
GLIU ITASE I Icriciat 1 70 Cmu of SE (TTLLE0 I I
ANctionEO I� r,Lcu, A 5 4- Arr- GLASS
SOLFD) ON 0 R1110 rOO1140- AID) I I REARM r 111,10- 6'-O� 1 1/2' wAIL 9
I qJWR ENQ 0
06 6020 CYFB W
9' B" If-4* 4'18" f- 4', 9'1_0� IRAN! OM
"w 3 f/?- WAII-9
30' AFF- CLASS
;,IIWR FITCL OVER
IT
0 r Y'r"Otc-d ),47
2 4'- 1 U' Z'- 4' V-8,
I
Loki
10'-4"
r,6-je
_5 NO IE:
A/C COMP LOCATION
I 1'- 0 MAY VARY- VERIFY
IOCAUOTI W/ SURVEY
- ALL FXIERIOV WALLS BEIWFEH OPENINGS
Mill VERUCAL REINFORCEMENTS At TACIT
END ARE SHEAR WALLS.
,4 —
-_
- STUDS 016' OR 74" O.C�
IT I 1 11
[I
I 1 0
IT I I IT
IT
zx/
SOI ID BLOCK 0 24' At F-
VEIN
/,__4"
DRIER TO OUTSIDE
IT
BOTTOM 0 4- BFIOW BLOCKITIC
I I if
I I
I ,/I]
if
I
U/
I
I
I TD_
I
BASE BOARD
-5 1/2- RECESS-1Z
NI STUD SPACE
9SCAIE:
DRYER VENT DEIAIL-
1/4" = 1'-0"
z
SITE DRAINAGE _11 �l n
91 E31
WHERE FILL IS USED. THE OWNERS OF THE PROPERTY
ON WHICH THE FILL IS BEING LOCATED, SHALL BE
W3630
RESPONSIBLE FOR ASSURING ADEQUATE DRAINAGE SO
w
THAT THE IMMEDIATE COMMUNITY WILL NOT BE
ADVERSELY EFFECTED.
S.L.C. LAND DEVE�OPMENT CODE
EDBLSNK
SEC ON7.04.010:t
Pam
I-- FYI
L-1 u
44-x42"
MIRROR
LAV
VSB24 W
_AUGLE SIDE
HALL BATH
SCALE: 1/4" = V-0"
tjID SB36 B9 RANGE R9 B15
KIICIIEN KJIcIlEN
'�TJSCALE: 114- = 1'-0-
CAUE: 1/4" � 1'--0'
0/63-x42'
MIRROR
LAV I AV
SLEEPING ROOMS -PROVIDE
AN EGRESS
WINDOW WITH A NETILEAR
OPENING VS830 VSB30
of #q So. FT FOR GROUND
FLOORS, MASTETI RAIII
b.7 So. FT. FOR UPPER FLOORS.
OPENINGS SCALE! 1/4" f-O"
THAN
20 OR 2T W.
SHALL NOT BE LESS
SILL NOT MORE THAN 44-
ABOVE FLOOR.
r.c. 1-11\IIEL SCIII---DULE
(1) 15 REINF. AND 2509 PSI CONC fc
REOD ONLY WHERE DESIGNATED
ml<.
CL. SPAN
/
USE/
IT/"
TOT. LENGTH
DESCRIPTION
Ix WINDOW
U-2
3'-2' / 4'-6'
2X WINDOW
4'-6' / 5'- 10'
3X WINDOW
L4
2'- 3' 3'- 6'
1/2 3X WINDOW
5'-2- 6'-B'
5' SGD
6'- 2' / 7'- 6'
6' SGD; (2) 2X WINDOWS
(L7)
3'-4- / 4'- 9' (RECESS)
3068 DOOR
(LB)
8'-2- / 9'-4-
91 SGD
L
9'-2' 10'- 6'
9' SGD; (2) 3X WINDOWS
JLIOJ
X-0- ZP-4-
RECESS AS RFQD.)
2868 DOOR
16'- 0' 17' 4'
jf,,o70 LINGO
OUNTY
BUILDING DIVISION
REVIEWED
FOR CONIP N
PrVIEVVED BY— 'r
2,/' f6
PLANS AN RMIT
mu�z, KEP 0 j p R
I - L BE I ADE
OPEN 10
WC AREA
joppl,
MASTER RATII
SCALE: 1/4" 1'--0"
St. Lcie CountY Health Unit
invironmental Health
'7-61—�4,,-XOND BFAM SPECIFICATION:
Sit� pj�,n Approved For ConSttUctiOg �.
Supe., cdes All PrevioUS Site Plans For A SINGLE 8" BOND BEAM SHALL BE
USED WIN I ONE #5 REBAR IN '11 IF
foil COURSE-
*Vi, wef 7 -
oer-
x
M C. 1"' C c c S
00
0
HIE EMERALD
4
FLOOR PLAN
RESIDENCE
_N_
Sr.AIE-.
UNLESS NOTED
MAN IT
20189613L
A I
;AMR;E AT�TL A I I Oit I
5§AWN By,
ITT
LIVING:
1) HERNANDEZ
BLOCK
PAJI0: 191�
ENTRY:
PLATE VARIES
GARAGE' 44
ANY IPFORMAII011
Not wvFRED
JOIAI UNDER U00
MfIIIN 1111S DRAIVING IS SUBJECT
I CERTIFY THIS BUILDING
'NEDIN
IS
2686
10 LOCAL CQQ"R-jfflELkLENlS
DESIG ACCORDANCE
IIIIS DRAVVING SNPERCEEDS
WITH CHAPIER 1205
OR 1606
ALL I�REVIOUS iSSUES,
OF THE SFIC0 FOR
Too mrN,
is �Gd. by lbe blw� ns w
MH,02, m :tl,..
1 1;"
CALCIlLATIOUS ARE IIASED PIT A rtIlLf El1r.I.OSt!)
Ih, p1m.,
IWILUN� wili,ews umn Ali') C I EQ (A 111,111,
11,711 Pi. fl)"T'110 'll.; P.
S I,
M7 V-9 11,11PLIJI SULIMI)
OVIC8141 SIC119firr
LLJ
CD
CTI
U-j
_Lj
CM
Ll
C-)
ORLIN
ulliffiswe
3-8-0
71
EHUH26 HUH28-2 EHUH28-3-N SHA422
0 WIN @ u @ UP
TRUSS TO TRUSS CONNECTIONS BY PLY OF CONNECTED TRUSS
MANFACTURER
DIAGRAM
PRODUCT CODE
DESORIPTON
DIMENSIONSfIN)
I FASTENERS
SGN
W
W
H
H
A
GIRDER
I TRUSS
O"M
NORM
MAX
UPLIFT
UPLIFT
HUGHES
A
EHUH26
I -PLY ROOF HNGR.
I 8
1-5 8
-5fi
5-1 4
- 1
5 4
3-1/2
(20)IBDI(l
)10DXI-1/2'
2385
2-185
2385
1200
1 200
r25
HUGHES
AN
EHUH 26-N
1 -PLY ROOF HNGR.
1-5 a
1-5 8
5- 4
1
5-1 4
LlZ2
(20)HN20AI(IO)HN20A
3160
3160
3160
1 9.30
1930
HUGHES
8
EHUH28-2
2-PLY ROOF HNGR.
3-1/8
7- 3 8
7-3 8
3-1/2
(32)16D
(14)IOD
185
4185
414185
4185
2155
1 5
HUGHES
BN
EHUH28-2-N
2-PLY ROOF HNGR.
3-1/8
31 1 8
7-3 8
7 - 3 a
3-1/2
(32)HN20A
(1 4)HN20A
4775
47751
2795 1
HUGHES
C
EHUH28-3
3-PLY ROOF HNGR.
5_ 1 8
5-1/8
7- 1 4
7-1/4
3-1/2
(40)16d
0010d
5185
51851
2645 1
HUGHES
CN
EHUH28-3-N
.3-PFY ROOF HNGR.
5-1/8
5_1 8
- 1 .3 16
-13/16
3-1/2
(40)HN2
11 6)HN20A
5335
5335
2850 1
HUGHES
D
JHA424
. 1 -PLY FLOOR HANGER
3-5/8
B
I
22-0
4-1/2
(30)16d
(6) 1 Od
3330
3330
975
HUGHES
E
UH26
I -PLY JOIST HNGR.
1-5/8
5-1/41
3
(8) 1 6d
(3)16d
1160
1160
720
HUGHES
ES
UH26 L/R
1-PLY SKEWED HNGR.
1-5/8
5-1 4
3
(8)16d
(3)16d
jf6O
1160
720
MGM
G
EHUH46
I -PLY FLOOR HNGR.
3-9/16
5-1/8
3-1/2
(22)16d
(I
I)IOd
2875
2875
_i3
1695
HUGHES
HTHJ 26-18
HIP & JACK HANGER
-
-
-
(16)16d
2
2370
232C
SIMPSON
SUR/L 46
SKEWED HANGER
3-9/1E
4-3/4
-
5
4367
815
HUGHES
L
SC 35X12
2-PLY-BEAM HNGR
3-5/8
11-1/4
5B�j�
�a33
1750
HUGHES
M
NFM 45
3-PLY BEAM HNGR.
4-3/4
1 IP-3/4
-
5833
5833
1815
HUGHES
N
HSU8016
GIRDER HGR. (HEAVO
4L-,7 8
16
-
SEE MANUFAC. SPECS.
jqfi7O
1
917�_�NE
000
SIMPSON
P I
LSSU210 I
SKEWED HGR.
1-9 , 16
8-1 2
-
(IO)IOdK7)10dxl-1/2
1"0
IN"
Q
LSSU
K ED HGR.
8-1 2
-
8 l6d�
12 lod 1-1
2990
10524
1865
HFZ2t!F'��
�FAECWE MOUNT
3-9/1
-
2-1 2
�118 16d WioOd
2450
2451&
KANT SAG
s I
HD4181F
FACE MOUNT
3-9/1
16 -1 2
2-1 2
16d (B)l d
28#
3810
381
5
KANT SAG
T I
THDH412
10-112
4-1/4
9475
9475
3135
7-4-0
140swelffel
29-4-0
(2� GABLE END ATTACHMENT
`1� SCALE: NTS
PRE ENGINEERED TRUSS
G H E S
(I)H 1 0 BY HUGHES
�R
R
EQU/BElTER)
E
L S
R UN Ess
H EACH T USS� E S
R IS E
140TED 0 HE RL SE
W
N
E
ON CONN. SCHEDULE
ED U L
SEE ELEV FOR EEL_&
RT1818---
'BETTER)
(2) 2XI2 HEADER
GHES TA _j
18
B
SC 35XI2 BY HUGHES
TO BLOCK
FASTENED WITH 1/2-
�TION TYP.
)G
J-BOLT OR WEDGIT
4-
IN GROUTED CELL-
1/2" GYP. CEILING Bj0ARDI
MU
FOUND PLAL
FOR DIMENSIONS AND REINFORCMENT
32 PORCH DETAIL
N1212VIIJ SCALE: HITS
=J. z
SEE ANCHOR SCHEDULE
8* U-SHAPE CONIC. BLOCK
ALUM. OR VENYL VEI SOFFIT
ALUM. DRIP OR IANYL
ALUM, FASCIA) SEE
OR VINYL
2x4 SUa-FASCIA L
I'x 2, P.T. WINDOW —
BUCK STRIP ANCH TO BLOCK
W/ 1 _3/8 T RAILSO 6- D.C.
#5 OWL
6' MIN EMS
AND 25' LAP TYP.
J, EL* (
FOR T-BRACING REFER
TO GABLE END T-BRACING
DETAIL PROADED WITH
TRUSS ENGINEERING.
-TA18 BY HUGHES
PLACED 48" O.C.
INSIDE OF GABLE
END TRUSS
NAILED 7-10d
12
VAR. F-,
TRUSSES
FILL te -2500 psi
S' U-SHAPE P.C. UNTEL 13Y MFR
5 VERT W/6- MIN PROTRUDED IM
)P U-SLOCK BEYOND
ORTAR TYP 'M*or"S"
I C. SILL BY
I:C MFR
MT FILL BEYOND
P1
TYPICAL A SECT10N
7.7 L
A E: 112�L
1'0-90'kDOOR/SLIDING DOOR BUCK ANCHOR DETAIL
\1� SCAM N.T.S.
16" PT 2x8
(1) f5 CONT. FOR TORSION SPRING
AS REQ'D)
SEE
L — — —
8d COMMON NAILS 8d Q,OMMON NAILS j PT 2x6xl6'-/
@ 8" @ 4 O.C. ON JOINTS 1/2' DIA WEDGE ANCHOR ATTACHED NTH SHOT IN
3 1/2" EMBED. CASE HARDENED NAILS ;H
cc
O.C. IN FIELD 11
AND EDGES ;H I
I
PT 2x6x8' I
TYP. EACH END 8"_ 0" 1
1/2- DIA. J-BOLT-----_�
FIR OUT WALL W/2* WASHER TYP.
FOR DRYWALL (1)#5 CONT.
ATTACHMENT.
A 1/2" DIA x4 1/2" LG. MIN.
WEDGE ANCHOR MAY BE
USED IN LIEU OF 1/2' DI
5/32" PLYWOOD E�DO J-BOLTS. A
or 7/16" APA RAT S.B.
Ul
TYPICAL NAILING SCHEDULE
MLGA13
------------------------------------------------ ---- ---
FOOTING AS PER FOUNDATION PLAN - - - - - -
- /LAP
#5 OWL W/ 25, 'A
GARAGE GOAL POST
SCALE: 1/2" = 1'-0"
ANCHOR / CONNECTOR SCHEDULE CONNECTORS TO BE HUGHES OR EQUIVALENT I LEGEND
MANUFACTURER CITY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFil
HUGHES
1
TAl 8
7-1 Od
TRUSS TO BOND BEAM
1169 LEIS
HUGHES
2
TAl 8
7-10d EA.
TRUSS TO BOND BEAM
2338 LEIS
HUGHES
2
HTA20
1 4-10d EA
TRUSS TO BOND BEAM
4000 LEIS
(4) 3/4" WEDGE
MASONRY WALL
HUGHES
1
USC
ANCHORS
TO GIRDER TRUSS
13,840 LBS
HUGHES
1
HCDP
8-8d
TRUSS TO DBL
400 LBS
I
TOP PLATE
HUGHES
1
HCDP
8-8d
TOP PLATE TO STUD
HUGHES
1
HCDP
8-8d
STUD TO BOTTOM PLATE
1
J_BOLT
1/2-0 . W/2 . WASHER
0 48 D.C.
BOTTOM PLATE TO
(OR WEDGIT)
MIN. 6" EMBEDMENT
FOUNDATION OR BOND BEAM
HUGHES
2
HCDP
8-8d EA.
TRUSS TO DBL
802 LBS
TOP PLATE
HUGHES
2
HCDP
8-8d EA,
TOP PLATE TO STUD
HUGHES
2
HCDP
8-8d EA.
STUD TO BOTTOM PLATE
1
J_ E30LT
1/2-0 W/2" WASHER
0 24" O.C.
BOTTOM PLATE TO FOUNDATION
(OR WEDCIT)
MIN W' FMRFnMFNT
OR BOND BEAM
1
HC10(-2)
18-1 Od(20-1 Od)
TRUSS TO BEAM
1210 LBS
OR LEDGER
ME ENGINEERED TRUSS�ES
/(2)HCDP BY HUGHES EA TRUSS -UNLESS
OTHERMSE SPECIFIED ON CONN. SCHEID.
HEADER / PITCH CUfT E14D
I�OF HMO
�E E�L�&
EYOND
:2) (2A) A STRAPPED TO HEADER
WITH RT1818 BY HUGHES
1/2- GYPSUM BOARD CEILING
HUGHES AAE44L_� P.T. 4X4 WOOD POST
NAIUM
J-DOLT OR
WEDGE AN04OR COLUMN BASE - SEE PLAN
�SEE FOUNDATION PLAN
H17PALENZY DETAIL
E
INDICATES ENTIRE WALL
TO THE CORNERS.
INDICATES A SPECIFIC
TRUSS TO TOP PLATE/
LINTEL CONNECTION.
INDICATES ALL INCLUDED
TRUSS TO TOP PLATE/
UNTEL CONNECTION.
GENERAL NOTES FOR WOOD FRAME CONSTRUCTION:
GF1 DMON PWAMETER
(A) DEMGN LQADS.�
(1) ROOF LOADS: DEAD LOAD - 17 ps,
(ASPHALT SHiHcum)
LVE LOAD - 20 PSF
(2; FLOOR LOADS: (W/25% LOAD DURATION FACTOB)
D.L. - 15 PSF
LL - 40 PSF
W " LOAD DURKnON FACTOR)
OF2 MINIMW1,0MBER GRADES AND AK.ES
(A) NON -BEARING W� - STUD SPACING a'-,-
SPI`VCE-0WE M (&PT.) i STAN= OR BETTER OR METAL STUDS.
(a) DTEW)R OR INTERIOR III WALLS - (STUD SPACING ". ".)
M UENOTH TO 10'-0' S.P.F.: NO, 2 OR BE., OWE
(C) MW�S: SOUTHERN FINE SPECIES. GRACE 2 (SEE I'LAN MR SIZIES).
GF3 HEADER$ IAY BE OLT OR �HEG AT THE ENDS NLY. OTHERWISE THEY
� HOT BE REDUCED IN 511UNOTH.
GF4 LUMBER IDPOSED TO WE4DIER OR CONTACTING GGK" OR ,rM S,A,L
BE �,GURE TREATED (P.T.)
M FRAMING CWFWTOR � RESPOHS� Mil TEMPORARY EWING DURING
ERE� V TRIJSSES AND FOR AU_ PORMWENT EWM PER MD-91
SUMMARY SHEET (�' 1HE ORANGE S�).
GFS THE MORAL CONTRACTOR S� COORDINATE MOMMURAL STRUCTURAL.
MECHANICAL � FDA AHC�W� EMBEDDED AND
SUPPORTED lnM WHICH AFFECT � HTEGMy, NOT�i ENGINEER
07 Of MY DITI�EPANCES IMMEDIATELY MOR TO ANY OWINUATON OF WOW.
ANCHOR POS� ME +/- 1/2-
Ed qUN HAILS '�A" E us 0 6, D.C.
0 4 D.C. �N COGL 0 MINTS AND EDGES
GABLE Do muss r-Od GUN NARS 0
Im GUN " 12" D.C. nELD
VARES ".mm
PT Ix4 DOOR BUCK STRIPS lw
GUN
ANCH TO BLOCK W/ 1-3/8 TYP
112V G
T NAILS, (2) ROWS 0 8- D.C. 2X4 FLAT BLOCK 1 W. ZCEIL Mk
0 48' %C ANCH.. 2X4 :M�UER
DU. BY
TAIS BY HIIQHM - FOR �MM
i2LISC� G.U� _ FOR .
Bd I
PUI/Co
COMMON GAB
NTS
rD-6
kl--)
CONDITION #I: STRAP IS 0" TO
3/8" AWAY FROM EDGE OF TRUSS.
I NO REPAIR NECESSARY
18 CONDITION #2: STRAP IS 3/8" TO
1-1/2- AWAY FROM EDGE OF TRUSS.
REPAIR: PLACE MAXIMUM 2X4 BLOCK
BETWEEN TRUSS AND STRAP, BEND OVER PER
DETAIL AND NAIL 7-10d.
CONDITION #3: STRAP IS MORE THAN 1-1/2* AWAYFROM TRUSS.
REPAIR PER DETAIL USING HUGHES RT1818
ANCHORED TO WALL WITH (3) 1/4- X 2-1/4-
TAP-CONS AND NAILED TO TRUSS WITH
7-10d NAILS. MAX 1200# UPLIFT
1/4" X 2-1/4- TAP -CONS
STD. REPAIRS FOR STRAP MISALIGNMIENT
1 0 107AUG98 I JARBOE RESIDENCE I GEORGEI
3
GENERAL NOTES
GE?4MMFXWG
1. ROOF DL=17 PSF. LL=20 PSF.
2 * CONTRACTOR IS RESPONSIBLE FOR LOCATING &
PROVIDING ALL TRUSS BRACING (TEMPORARY, LATERAL,
X-BRACING, ETC.) PER TRUSS PLATE INSTITUTE'S (TPI)
HIB-91 SUMMARY SHEET PROVIDED WITH TRUSS SHIPPING
PACKAGE. SPACE COAST TRUSS INC. WILL NOT TAKE ANY
RESPONSIBILITY FOR TRUSSES NOT ERECTED IN ACCORDANCE
WITH SBCCI OR TPI (LATEST EDITION).
3. STRUCTURAL LUMBER EXPOSED TO THE WEATHER
OR IN CONTACT WITH CONCRETE OR STEEL SHALL BE
PRESSURE TREATED.
4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED,
OR OTHERWISE REDUCED IN STRENGTH.
5. THE GENERAL CONTRACTOR SHALL COORDINATE
ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND
MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND
SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL
DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES
IMMEDIATELY AND PRIOR TO CONTINUATION OF WORK.
6. CONTRACTOR MAY SUBSTITUTE 7/16" APA RATED
STRUCTURAL 24/16 O.S.B. FOR 15/32" PLYWOOD C-D
SHOWN ON PLANS.
r-HUGHES TP4X--,.
NAIL 10-IW SEE CONN. SCHEID.
I ?
2-ZX8
HUGHES RT1818-/
NAIL 14-10d
FACE AM FULL STUD
TO JACK W/ l0d GUN
NAILS 0 12" O.C. SrAGGERED
1 2' 0
BOLT OR
FULL STUD
2'WASHE
JACK STUD
.1
(2X4) SPF G #2
0 16" D.C.
PT(2X4)
V MAX
IUGHP TP4X
0
�'RVL 0-10d
IYP
EL* (0'-Ol
w
'rlP
�
TOP SLAB, FTG L
A(2.4) COI
SEE FOUND. PLAN
SEE CONN �_Iwm
1/2" 0 J-BDLT OR
WEDGIT W/ 2' WAS14ER
BLOCK WALL TO INTERNAL
BEARING WALL
@ SCALE: NITS
4qUN NAILS LIE
D.C. f ��XaANRG
GABLE END
GUN HAILS 0 6" D.C.
JOINTS AND EDGES
8d GUN NAILS 0
12' D.C. FIELD
(3) 1 Od 16UN W
7/16- OSB OR 15/32- CDX ANCH
W1 8d GUN NAILS 0 12- O/C FIELD
4 O/C EDGES & JOINTS
1/2- GYP CEIL EIRD
\_(M) TOP CHORD
GABLE TRUSS
HCDP BY HUGHES TOP
101 GUN HAILS-�X
& BTM. EACH POST
0 6- O/C TYP
EE�V,
C. SON
48' D.C. BEAM
(2xS w 20) POST 0 24* O/C
:ALIGNED W/GABLE WEBS
P.T. (W) EITM CHORD
EMS INC
EXISTING 1/2-0 �EIOLTS 0 0-
O/C MAX W/2- WASHERS
SCLSSO GABLE END
SC4ALE 7
N.T.S.
APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND
MAY BE USED ON EITHER SIDE OF WALL.
— To. 1��
TYR
mercectes 0-
3111111112611111 0
THE EMERALD 4
TRUSS LAYOUT /STRUCTURALS DETAILS
JARBOE RESIDENCE
SCALE 11 PLAIN f 2018M811L SHEET
1/4" = l'—O
UNLESS NOTED PSL-0948 S 2_
MEAGE CAIN TYPE: BLOCK RVASION:
CHECK BY'
STEVUSHERRY PLATE VARIES L
ANY INFORMATION NOT COVERED
WITHIN THIS DRAWING IS SUBJECT I CERTIFY THIS BUILDING IS
TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE
THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF THE
ALL PREVIOUS ISSUES. 1997 E SBCCI FOR 110 MPH.
NOTICE TO HOMEOWNER, 1_�
CALCULATIONS ARE BASED ON A FULLY ENCLOSED
BUILDING. WINDOWS, DOORS, AND OTHER OPENINGS
MUST BE COVERED WITH A PROJECTILE RESISTANT 'STRUCTURALS ONLY
SHEATHING DURING ANY WIND STORM.
LU
11-0.
� 0' 0-
- 04-- �
Mil
8'-0" BRG_
V-0" O.H.
TYPICAL
0" FFE
-F FG
+0"
' 0 1 0
wo
RIDGE VENT RIDGE VENT
RIDGE VENT
7/8" STUCCO OVER 6:12 PITCH
FRAME (GABLES)
321014 TRANSOM
12 12
6
ll'-8" BRG
7/8" STUCCO OVER _0'
FRAME (GABLES) 9'-8" BtG 501014 TRANS 0. H.
0
11-0.
+0"
12
NONE M
MEW MEN
Now
NEE
MEN
24" DEC VENT
7/8" STUCCO O\
FRAME (GABLES)
ll'-G" BRG oc
g'-4* BRG12'-O" O.H.
-- --- ------ __ I
9�-2" �FL
9,-0"
xi/l/2- BAND 0' ER 12" FLUTED COLUMN-
4"x3/4" BAND TYP- PER FLOORPLAIN- 2 PL
RIGHT SIDE ELEVATION
SCALE: 1/4" = l'-O'
7/8- STUCCO OVER
FRAME (GABLES)
FRONT ELEVATION "C'
SCALE: 1/4" = 1'-0"
CONTROL JOINT
- - - - - - - - - - - - - - - - - - - - - - - - -
RAKE
co
------------------------- ------------------ ----------------------
LEFT SIDE ELEVATION
SCALE: 1/4" = l'-O"
RIDGE VENT
12
6
601420
TEXTURED CEMENT
OVER BLOCK TYP-
6:12 PITCH
-STUCCO SCORE
APPRO AS SHOWN
777777777
-
L4-x3/4- BAND 0 DOORS,
& WINDOWS- TYP-
t _9'-4" ERG
tRG _A
).H.
kL
0 - " FF��
78'�FG
z
z
m
I
z
0-
>
ui
-i
Lu
Q� L
LLI
�LV 114ULA
mr-k 11�1�h I �
INIMTAM-11110wiLlffib.,
CC
1�6
0-
* DOWEL ROD REPAIR NOTES:
IN THE EVENT STEEL
HAS BEEN INADVERTENTLY OMITTED
FROM DOWN POUR
LOCATIONS, DRILL 5"
INTO CONCRETE
(NO CLOSER THAN
3-3/4" FROM EDGES
AND 5" FROM ENDS
OF CAP WALLS),
REMOVE DUST PER
MFG.'S INSTRUCTIONS
AND USE 2 PART EPDXY TO ANCHOR
#5 REBAR IN PLACE. USE EITHER HILTI
C-100 OR SIMPSON
EPDXY -TIE,
IMIIEIlAlIS1I
SH
I REV
I DATE
I DESCRIPTION
I DRWN BY
APPROVALI
111111111REVI
0
109DEC96
INITIAL RELEASE
I DAVE H
1 MEL MWER ER
2 166JULLN8 1 JKRBOE PRELIM 1 1EREZCZ
#5 REBAR
CON B
#5 REBAR BEYOND
CURB BEYOND
#5 REBAR
/Cc
CONC SLAB
N 1 1/2
CONC SLAB
W. CURB
f
FF I
FF
--*i—
FF
FGr
FG 1
z
L
L
IN
4" CC C
- r
U/
/ i
DRI� E (1)#5 CONT
-4
r
T
(2)#5 CONT
3" MIN COV FOOTING
8" CONC
BEYOND
T
(2)#5 CONT
IV
3" MIN COV 00.
V
3" MIN COV
BEARING FOOTER
FOOTER 0 OHGO
CURB SECTION (BEARING)
�SCALE �1/2"=
',.� �SCALE 1�/2'= 1'-O�*
�,�SCALE. �11Z 11-0.
R
1/2" DlAxIO' AB
0,30- O.C. MAi
M_
ENT)
(6 MIN EMBEDMENT)
VARIES
FFI
CONIC SLAB
8.
VARIES
T
(2)#5 CONT
CONT
(2 )#5
ml
3" MIN COV 1 1-0
3" MIN COV
'711-
NON LOAD BEARING
4 LOAD BEARING INTERIOR STEP
r��EXTERIOR STEP (BEARING)
INTERIOR STEP DETAIL
SCALE: 1/2" = l'-O"
�SCALE �1/2-= 1'-�O
�SCALE: �1/2-= 1'-�O
REBAR BEYOND
1/2"PlAxIO . A B CONC SLAB
z
m �'N5C SLAB
030 D.C. MAX
X
CONC SLAB
3 1/2'
M
(6- MIN EMBEDMEN�T�)
1 1/2 6
1'-0"
\F-VARIES
_X X� _X
FG _X
(2)#5 CONT
L
(1)#5 CONT
r8" (1
" :
1(2)#5
3" MIN COV 10,
-
CONTI
2 #5 CONT
8'
3' MIN COV
INTERIOR BEARING
THICKE.N12 D4
L GLA..Sl D �R �ECTION
�SCALE �1/2'= 1'-O�
SEA E. I _0"
0 ICTLE i72� =1 _o.
#5 REBAR
_N'7— 1
R BEYOND
8. VARIES 8"
NOTE-
z EYOND
A 1/2" DIA x4 1/2" LG. MIN.
CONC SLAB
WEDGE ANCHOR MAY BE
3 1/2-
3 1/2"
-7r 9 1/2'
r /I 7,
USED IN LIEU OF 1/2- DIA
FF 1 I
3/4'
_j 1
J-BOLTS. ANCHORS TO BE
1
LOCATED NO CLOSER THAN
FG
FROM CORNERS AND ENDS.
QFF"l
L -
R
�*
1)15 CONT
(2)#5 CONT I
(�)#5 CONT-"'ll.
MIN COV V-4'
3' MIN COV 1 -0
8 SECDON 0SHWR
S C'O�
E
10
LERVI E Do 4R S��T�N
SC 7
ALCE = 1 _0
SCL ZR
_L _
!�I"
SCALE: 11/2 = 1*-(
/2
�-IVIETALLIC
ER PIPE NOT
ITTED UNDER
-ITURAL SLAB
GENERAL MASONRY NOTES
THE BUILDER SHALL VERIFY THAT THE FOUNDATION
BEARING SOIL HAS A MINIMUM LOAD CARRYING
CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.
IF A LESS SOIL BEARING CAPACITY EXISTS, OBTAIN
THE ENGINEER'S RESPONSE BEFORE POURING FOUNDATION
FOOTINGS, AS FOUNDATION REMSIONIS WILL BE REQUIRED.
THE BUILDING OFFICIAL MAY DETERMINE ON INSPECTION
THAT FOOTING EXCAVATIONS REVEAL SOUND MRGIN SOIL
SUITABLE FOR FOUNDATION FOOTINGS. HIS SIGN -OFF IN
SUCH CASES VALL BE ACCEPTABLE.
1. MASONRY CONSTRUCTION SHALL CONFORM TO SBCCI
LATEST EDITION AND AC-531-95
2. CONCRETE BLOCKS TO CONFORM TO ASTM-C9O NTH
fm =1500 pci.
3. MORTAR SHALL COMPL\� TO ASTM C-270 TYPE "M" or "S".
4. REINFORCE WALLS CONFORMING TO ACI 530-95 AND AS
SHOWN ON PLAN AND SECTIONS USING VERT. #5 IN
GROUTED CELLS NTH PROPER OWLS AND CORNER BARS
CONFORMING TO ASTM A-615
5. WHERE SHOWN N ON SHEET A-1,CONC. BLOCK TO BE FILLED SOLID
NTH GROUT f� =2500psi. MIN.
GENERAL FOUNDATION NOTES:
1. CONCRETE TO BE MIN 3 1/2- THICK OVER CLEAN, TERMITE TREATED,
COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER.
2. CONCRETE SLAB TO CONTAIN 6"x6" #10/#10 WWM, (MIN 1" COV)
OR SYNTHETIC FIBER REINFORCEMENT,
3. CONCRETE SHALL HAVE A MIN SPECIFIED COMPRESSIVE STRENGTH
OF NOT LESS THAN 2500 PSI .
4. ALL 90' HOOKS ARE TO BE EXTENDED 9" MIN BEYOND THE TURN.
FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE
BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS
THAN (6) BAR DIAMETERS.
5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2"
IN BOND BEAMS. HOOKS MAY BE ROTATED HORIZONALLY IF REQUIRED
TO ACHIEVE MIN COVERAGES.
ALLOWABLE TOLERANCE
AS FOLLOWS:
J-BOLT PLACEMENT ±2'
DOWN POUR PLACEMENT ±8"
TABLE OF CONTENTS
SHEET #
DESCRIPTION
si
FOUNDAIION PLAN / DETAILS
Al
FLOOR PLAN/INTERIOR DETAILS
El
EXTERIOR ELEVATIONS
mi
ELECTRICAL PLAN
S2
TRUSS LAYOUT
S2A
TRUSS REACTIONS
S3
CONSTRUCTION DETAILS/NOTES
NOTE:
A/C COMP LOCATION
MAY VARY- VERIFY
LOCATION W/ SURVEY
95
G_
o
0
THE EMERALD 4
FOUNDATION PLAN
JARBOE RESIDENCE
SCALE: O,,j PLAN 0 2018M8BL SHEET
1 /4' 1 '
UNLE'SS� PSI st
WITHIN THIS DRAWNG IS
ALL PREVIOUS ISSUES
NOTICE TO HOMEOWNER:
CALCULATIONS ARE BASED ON A FULLY ENCLOSED
BUILDING. WINDOWS, DOORS, AND OMER OPENINGS
MUST BE COVERED WTH A PROJECTILE RESISTANT
SHEATHING DURING ANY WIND STORM.
BLOCK
PLATE VARIES
41
I CERTIFY THIS BUILDING IS
DESIGNED IN ACCORDANCE
WITH CHAPTER 1606 OF THE
1997_,R�J,T. SBCCI FOR lln IV
AUG 1 1 1998
I
cn
0-
FLOOD LIGHT PREWIRE
PREWIRE FOR 6 SHOP LIGHTS IN GARAGE CEILING 4 FT
5-CEILING FAN PREWIRE
2-TV JACKS OUTLETS
9-PHONE JACKS
PEDESTAL SINK
150 Al
PANEL
WEATHER
2" PVC OFFSET-
W/3 #2/0 THHN
ALUM
AMP
2/0 AL
SERVICE
CABLE
CU TO COLD WATER
PIPE AT HOSE BIB
TSERVICE GROUNDING
TO FOOTNG STEE
4 1 gig L
:"' IMC OR GRC W/3
12/0 THHN ALUM
METER
#4 COPPER
5/8"x8' GALV. DOWN ROD
ABOVE GROUND
ELECTRICAL RISER
PROVIDED EL CTRIC SMIOKE NOTE TO BUILDER:
M
DETECTORS ITH BATTERY ALL PLUMBING WILL COMPLY TO 1994
BACK - UP IN ALL SLEEPING SBCCI PLUMBING CODE.
L i
L N
N
AREAS AND STAIR LANDI GS,
WIRED SO THAT THE :ACTIVATION
V T
OF ANY DETECTOR WILL ACTIVATE ALL. lr�ELECTRICAL SYMBOL LEGEND
2" PVC OFFSET
r 1
150 AMP W/3 #2/0 THH N
PANEL ALUM 1 —2" PVC W/3
#2/0 THHN ALUM
1501 AMP
2/0 AL
SERVCE
CABLE
CU TO COLD WATER
PIPE AT HOSE BIB
UNDER
METER
#4 COPPER
5/8"x8' GALV. DOWN ROD
GROUND
ELECTRICAL RISER
SWTCH S SMOKE DETECTOR g
3—WAY SWITCH S3 DIMMER SHTCH SID
110 V OUTLET DIRECT WRE
HALF —HOT PLUG PHONE JACK
220 V OUTLET
TV JACK
WALL MTD LIGHT CEILING FAN
CEILING MOUNTED PREWIRE ONLY
LIGHT FIXTURE EXHAUST FAN
RECESSED CAN MM e if
LIGHT FIXTURE FLOOD LIGHT =-=me mde
0-
A�
117211fiCDIRT"
j mano sootfirding to the Alu virrmxy.
CAMIFR R-RJ1I M RKITNGS:
COOL
FEAT
2TON
22,000
22,WO
38YCCO24&TLkNF024
2.5 TON
23,200
29,000
38YCC03WMANF030
3 TX)N
34,200
36,000
39YCC03&TI34AAM36
3.5TON
40,5W
42,000
39YCC042"4ANF042
4TON
46,000
47,W0
38V1CCG4&TI34ANFi04*
113,000MAN/JANTMOL BIMI API RATTtIGS:
COICIL
IWAT
2TON
22'sm
22,NO
CME24/A24
2.5foN
29,OW
27,000
(JVE301A32
310N
35,000
34,200
CMMM2
15 PCIT4
40,000
40,000
(,TKE4VA49
41UN
45,000
45,000
CPKX-4RIA61
3030 PAD
X-10- 3'-10"
SIT 2j SN"),
-4"
4*-5" .. 2'- 1
25*-4'
-5" 16'- 7'
-4' 1 '
LAO
I "" _WAj L 0
4- AI`F 0 ASS
91WR EMCI OVER
m
'I I I IT
I I IT
I I IIZ/
10, 1
[I I
IT I I lIzz,
I
-5 112 RECIESS---��
AT Sill SPACE DRYER VENIDETAIL
QIT)SCALE: 114" = 1'-0'.
"110
KI WHEN
MASIM BATH
SCALE, 1/1" = 1'-0"
(1) 15 REINV. AMD 2500 PSI COMC Fc
RIC, LINTEI- SCHEMLE Ll REO'D ONLY WHERE DESIGNATED
MK. CF-SPAN USE/
11/11 101. LENG 11 DESCRIPTION
77
V-8- / 3-0- Ix WINDOW
102 T-2' / 4'-6' ex WINDOW
4'- 6' T-10' 3X VINDOW
L03
7'
1A 2'- 3' 3'- 6' 1/2 3x WINDOW
_q�—
L05 T-2' / 6'- 8' 5' SGD
6'-2- / 7'-G- 6' SGD; (2) 2X WPADOWS
(L7 T-4' / 4'-8- (RECESS) 3068 DOOR
8'-2' / 9'-4' 8' SGD
9' SGDT (2) 3X WINDOWS
L10 T- 0' 4'-4* (Rill CESS AS REQD.> 2868 DOOR
Aa 16'-0- 17'-1- 16070 OIIGB
STUDS 016" OR 24' OC�
,I)lR) 131OCK 9) 24" AFF-
4" DRYER VON TO OUISIDE
BOTTOM 0 4' BELOW BLOCKING
BASE BOARD
I %L-. V
kv 6mC11,11611 DRWII 13 1 1
-�96 INIIIAL RELE DAVE 11
14'x42"
MIRROR
—1 AV
LL -1
VS324 W/
ANGLE SIDE
HALL BATH
OOyqCALIF! 1/4' � V`--04
KITC41EN
"I"TTIF 1/1- - I`-W
" TO
AREA
MA-S',,TER BATI1
r. 1/4" � 1'- 0"
BOND BEAM SPECIFICATION:
A SIHGI-E 8" BOND BEAM SHALL BE
2
USED WITH ONE #5 REBAR IN IIIE
IOPCOORSE.
THE EMERALD 4
FLOOR PLAN
RESIDENCE
PI AN
1/'t - I -ki
201,896B],
Al
UNILESSNOTED
t
wp-� RYT
D HERNANDEZ
'�F.
BLOCK
r, TK Ty--
K WILSON
PLATE VARIES
ANY INFORMATION
NOT COVERED
VAINIM 1111S DRANNG
IS SUBJECT
I CERTIFY IIIIS 13UILDINC
IS
TO LOCAL CODE
REQUIREMENTS
DESIGNED IN ACCORDANCE
WHIT CHAPTER 1205
OR 1606
IIIIS DRAWING SUPERCEEDS
AT I r)l[?FVI0HcZ
IQCZHFr,
OF THE SKI"I FOR
100 MPII
PI.ANS/SPECIFICATK)RS
140MEOWNER:
% odo by the builde,r m to
the dimen0ons, maherkpish or c9nstrimilon of the
-HRYCLID
CALCULATIONS ARE BASED (W A FUILY ENCLOSED
ho", -,,d BOOO hme moy "'y Trom the Plans
FIVILD114G WINDOWS. COORS, AND OIPEII OPENINGS
.pq� ,b,,,Ujvj for p,,Uj,q
MUST BE COVERED Atli A PPDXCIIIE RESISIATIT
A. —A..
SHEATHING DURING ANY WIND STORM.
NOT VAUD WIPIOUI SEAT AND ORIGINAL StGNATt�Pj