HomeMy WebLinkAbout124 Venetian Bay Cir 04-1887 New SFH4
o
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS,
SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN
PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT a ASSOCIATES, INC. IS NOT
RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED
AND NOT REPORTED TO BEAUMONT d ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO
EXCEPTIONS.
N
m
0
.
N
0
GENERAL NOTES
DESIGN REQUIREMENTS
I. DESIGN LIVE LOADS(MINIMUM):
A) FLOORS - 40 PSF
B) DECKS - 40 PSF
C) STAIRS - 40 PSF
D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 1(c P5F
E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
(PER FBC CHAPTER 1(a SECTION 1606.1.1, REF. ASCE 1=98 CHAPTER 6)
1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 1-90, TABLE 6-1, PG.55)
BUILDING CATEGORY = II (A5CE =95, TABLE 1=1, PG.4)
3. WIND EXPOSURE(ALL SIDES) =B (ASCE =9�, SECTION 6.5.6, PG.2,5)
4. INTERNAL PRESSURE COEFFICIENT5(A5CE 1-98, TABLE 6-7, PG.6 2)
ENCLOSED BUILDINGS = ±0.la
PARTIALLY ENCLOSED BUILDINGS
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBERS) FALLS UNDER
ASCE 1-9a DEFINITIONS CLASSIFYING AS SUCH)
�. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL
BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES:
FOR WALL LOCATIONS: -35 P5F, +26 FSF
FOR. ROOF LOCATIONS: =45 PSF, +14 PSF
(ACSE 1-95, TABLE 6-3A, PG.51)
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS
AND eb% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
BY A5TM- ISE�1 (MODIFIED PROCTOR)
2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY
TAPE SEAMS
3. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL
BEARING OF 2000 PSF
r
7
Model 1614
T F D
H OVER
VB-51
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRE551VE
STRENGTH AT 25 DAYS OF 2500 PSI, A SLUMP OF 4"
PLUS OR MINUS I", AND HAVE 2 TO 4`o AIR
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF
0.58,
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -lay FOR
6X6XUJI.4xW].4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN
AT LEAST ONE CROSS WIRE WITHIN THE 6", FIBERMIX OF
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301,
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS
(EXCLUDING B€ND) AROUND CORNERS OR CORNER BARS WITH
MIN. 12'' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED,
0. MINIMUM LAP 6PLICE5 ON ALL REINFORCING BARS SHALL
BE 40 BAR DIAMETERS.
BOLTS AND THREADED RODS
1, ALL 5OLT5 8 THREADED RODS TO BE ASTM 4301 OR BETTER(U.N.O.)
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (f'm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR 5, CONFORMING TO ASTM
C210.
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN 1"
MASONRY WALL CONSTRUCTION (CONT.)
4. COARSE GROUT SMALL CONFORM TO ASTM C416 WITH A
MAXIMUM AGGREGATE 51ZE OF 3/S" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
E5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWING5 WITH CELLS FILLED WITH. COARSE GROUT.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF V-0" U.N.O. REINFORCEMENT SHALL BE
PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
UNLESS OTPERW15E NOTED.
1, REINFORCING STEEL 5HALL BE LAPPED MINIMUM 30"
UNLESS NOTED CTHERW15E ON THE DRAWINGS.
0. NOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR
DIAMETERS EXCLUDING BEND
S. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE.
EMBEDDED ANCHORS OR €FOXY FASTENED STUDS SHALL BE USED.
WOOD CONSTRUCTION
1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS.
(1,E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES.
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SOUTHERN YELLOW PINE NO. 2 OR EQUIV.
r
7"
�;
FF. '
REDRAW REVISIONS TO MASTER
T
REDUCE GARAGE E ),' INCHES
GLASS ENTRY DOOR.
POCKET DOOR BETWEEN MASTR 5ATH 5EDROOM
L1-
PRE -FABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SMALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS.
2, TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR
LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.
MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS
AND CLADDING METHOD UNLESS SPECIFIED OTH€RW15€ BY TRUSS
ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
4. ''NATIONAL DESIGN SPECIFICATION FOR 5TRES5=GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION,
5. TRUSS MEMBERS AND CONNECTIONS SHALL BE
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS,
INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND
THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD
LOAD.
6. BRIDGING FOR PRE=ENGINEERED TRUSSES SMALL BE AS
REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
PLANS.
1. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRU55E5 ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS :
TOP CHORD : LL = 20 PSF
DL = 10 PSF(SHINGLE TYPE ROOF COVER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD : DL = 10 PSF
WIND LOAD : SEE DESIGN REQUIREMENTS
(TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER)
4
PRE -FABRICATED WOOD TRUSSES (CONT.)
0. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS,
WORKING POINTS, BEARING POINTS, AND 51MILAR CONDITIONS.
TRUSS 514OF DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
I. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE
OMITTED REBAR, AND INSTALL NO. �, BAR INTO EPDXY FILLED HOLE
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW
MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS
FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL
WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP
OF BAR TO BE MIN, 12 BAR DIAMETERS(EXCLUDING BEND),
2. MAY SUBSTITUTE 5TRAP5/CONNECTOR5 w/5TRAF5/CONNECTOR5
OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED.
3. FOR MORTER JOINTS LESS THAN 1/411, PROVIDE (1)#5 VERT, IN CONC, FILLED
CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTG.)
4. 2XITS MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
S. RIM BOARDS MAY BE USED FOR R15ER5 & TREADS ILO 2xl2'5
6. WOOD STUDS MAY BE SUBSTITUTED OF METAL 5TUD5 IN NON -LOAD
BEARING WALLS
I. MISSED META=16 LINTEL STRAPS FOR MASONRY
CONSTRUCTION MAY BE REPLACED w/ 51MP50N MTSM16
TWIST STRAP(S) w/ (1) 10d 0 TRUSS d (4) 1/4 x 2 1/4 TAFCONS
e CMU EACH. USE (1) FOR UPLIFTS OF a40 1-155. OR LESS. USE (2)
FOR UPLIFTS OF 041 LBS. TO 1000 L55. OTHERS ON CASE
BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD.
V
� �
I I
O O
0'
®
Q
a
+A
X
W
z
W
2
�
z
0
+j
Ei
w
Q
®
WQ
� vi
0:
A
O
O
w
0
cqd
cn
U
O
N
Z
O
r\
F-
U
0
0
0
Ix
w
WP
W�
N
�
aA
ME
W
•�'
wC4
ROBERT M.
MONTA, P.E
3w
U
W�
N
2
U�
2�
3�
i
O
Ww
MR
am
X_,
D
n
w
Q: E+
O�W
F-
V1 Q
J�
QA
zw
2.�
L�
00
N
WW
20
C L
~U
00
z
0
0
Id
2.4
1a
Ua
00
FI- W
004
cf)
�
F-
w�
W
m�
Q
F-o
0
acn
WE2
O
0
.�H
F- A
2�
WO
LEC011
as
O
U a+
W
W
>
m�
w�
W
m�
Um
z E+
vi
w
a
U
O
V)
a
F-
z
0
2
D
a
w
m
0 �, Ill b
N
F-
2
O
U
C�
u _ _
m
2'-411 5'-10" 71-0" 5'-1011
5
pl
24" x 24'' x 12'1w(3)11S'5 EAC�4 WAY DEEP DI
NS
-
r
-
J
I
r------- -------
---------'�-,
L
PLR
FIN.
PER
14
/a" 11
2 -7 I
I
1
DI
i
j
I
I
1
3/4' RECESSED SILL
I SLID NG GLASS DOOR
I _
I
I�
I
I
•I �
II
I
cal u ' u
I 11
—
1 sHUJR -
T UB �I
I Li)
TILE
L�. (CDAV,R
—
11
TUB
2' -10"01
N
N
I
Nr
DwC
I
I
I
A
II
rl
o _.» I II Nis
ANu
I
6)
.1
FIN. FLOOR
LINE IN SLAB
FOR ICE MAKER LINE
I
1
!!!
I
1
—
PT.
\\
\
I
w
I I
c0
\\ 1
4" DIA. SCN 40
I 3
DI
r
I
I 15
PYC CHASE IN
SLAD FOR A/C
1
�n
'IT
F _1
...�_._._..
OWH
— —_..I...
al
I 1 IN. FLOOR I �' = 0"
I
11'=a" I
I
1 3/v "X42 "\4��
2'-a" 4'-a" 2' 8'! 14 i 1
1
CONC.A
1 PE;l
— 1 FIN. FLOOR
1
1
1'-4" 1 I =
24" x 24" x 12" Di=1=P -
CONC. FOOTING w/ I I
I
1
I Q
3 #5 54RS EA. WAY 1 I
I IS r
1 I
SLOPE I
DI
1 i
I/8" PER r-T. 1
I N.B.
1 I
I I
FIN. FLOOR
16
D2 1
I
1
�T----------
---- ----�
h
16 13
(2) � — D2 DI
2'-011
10'-0" 5'-0" Ilk 20'-0"
jk
35'-0'I
FOUNDATION PLAN 'A' 'B' 'G' 'D'
2'-011 (2) #5
1/4" = 1'-011
2
U
B.T.
3/4 "C;W,HW
BATH LAV.
L A V.
�NIUR 1/2 "GUJ,NU1
W.G.
1/2 "cW,HW
BATH
T. A V.
W.C.
1/2 "CW,HW
L.T. LAUNDRY
KITCHEN 3/4" wHW WASHER
D.UJ.
K.S.
3/4 "CW HW
3/4 "CW,HW
3/4 "cW1 To
I/2 `CW,H METER PDX
3/4 "GUJ,HW ��a "cW
NOTE:
DIAGRAMS FOR EA. UNIT ARE
SIMILAR EXCEP-1- WHERE NOTED
WATER
PLUMBING RISER DIAGRAM NEATER
NO SCALE
TO CITY SEWER
C
� � I
O O
W
H
ct
•V
� �
2
�i
a,
°�
O
0-4
HO
a
a
w�
LAI
Z�
0 "•mow
Q
®w
o
W a'
a �
_
U o
�
f/j � cCf
O co
G�2
F-
U
O
m
a
w
ix ch
W
a
xa
ap
w
wPA ROBERT M. MONTA, P.E
3w
U
W �'
U pp
SW
3r
0
w U
, iz
J
Q
ZW
2,4
IX Q
00
w_w
O
~ U
00
�
W
z
0
o
W -4
ON
U
00
Q�
w W
�
c--I
w
O
LO
0 a
F— q
�
F-
H
F-�--I
wo
cQ
0
O�
Q�u)
w
H
O
a� E"
H A
2�
Ucn
(w
W
m rJ
wp
(AN
w
jxcn
V
O
LO
co
O
0 I
co
�'CQ�
o
m
x
x
0
z�
ro
u __
m
FLOOR FLAN IA I, I51/ IG I / IID I
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND 5UILDER5 ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANCsES
MISSED AND NOT REPORTED TO 5EAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
35'-O"
inn /_II /_I 11 II
1/4
11 O 11-011
DENOTES OPENING SURFACE WINDOW SQ. FT.
AREA AND DESIGN PRE55URES +PSF A
(P5F) TYf-.
0
DOOR
5GHF.DULt
O KNI
WIOTH
HEI6HT
THICKNESS
COMMENTS
15'-O"6'-8"15/4"6
PANEL DOUBLE METAL ENTR
2
16'-O"
" =i'—O
------
O\/ERHEAD GARAGE DOOR
TYPE
LIGHTS
GLASS
HD. H6T.
EL;CK DIMENSIONS
151411
EXT. GLASS ENTRY W/ 12" S.L.
A
C-1/2-35
SEE ELEV.
CLEAR
SEE ELEV.
21 1/4"X63"
4
------
TRIPLE SLIDING GLASS DOOR
B
C-1/2-35
SEE ELEV.
CLEAR
SEE ELEV.
21 1/4" X 63"
W/ BOWTOP
5
2'-3"
6'-P"
1 5/4"
FIRE DOOR
C
C-25
SEE ELEV.
CLEAR
SEE ELEV.
31 3/4"X63"
6
1 1/2"
H.G. INTERIOR
D
C-25
5EE ELEV.
CLEAR
SEE ELEV.
3 3/ Xro3
-7
2'-6"
6'-8"
1 1/2"
H.G. INTERIOR
E
MC-25
SEE ELEV.
CLEAR
8'=0"
743/4"Xro3"
1 1/2"
H.G. INTERIOR
F
C-34
SEE ELEV.
BSC/TEM
g _0
531/8'X50�/8
1 1/2"
FIRE DOOR
TRANS
FIXED
CLEAR
9'-2"
50" X 16"
10
5'-0"
6'-8"
1" NOM.
BI-FOLD
H
C=25
EE ELEV.
CLEAR
SEE ELEV.
31 3/4"X63"
11
4'-0"
6'-8"
1" NOM.
BI-FOLD
I
TRANS
FIXED
CLEAR
9'-2"
50" X 14''
12
2'-0"
1" NOM.
51-FOLD
U
TRANS
FIXED
CLEAR
9'-2°
50" X 14"
W/ BOWTOP
[14
------
POCKET
2'-6"
6'-6"
I" NOM.
BI-FOLD
15
(2) 2'-6"
6'-a"
1 5/4"
DBL. FRENGH DOORS
16
2'-8"
6'-8"
1 5/4"
EXTERIOR MTL. W/ WINDOW
I�
2'-4"
6'-8"
1 1/2"
H.G. INTERIOR
18
1'-6"
6'-8"
1 1/8"
H.G. INTERIOR
Iq
6'-0"
6'-5"
I" NOM.
BI-FOLD
20
12'-0"
8'-O"
------
TRIPLE SLIDING GLASS DOOR
21
q'-0"
5'-0"
------
5-(PANEL FRENGH DOOR
22
8'-O"
"
5'-0
------
SLIDING GLASS DOOR
25
61-0"
a'-O"
------
PAIR FRENGH DOORa
24
5'-6"
8'-0"
------
FRENGH DOOR
25
6'-O"
8'-0"
------
SLIDING GLASS DOOR
26
5'-0"
8'-0"
------
SLIDING GLASS DOOR
GENERAL NOTES.
].ALL EXTERIOR WALL SHALL ASSUMED TO
BE LOAD BEARING. SEE FLOOR PLAN
AND FOUNDATION PLAN FOR C,M,U,
WALL REINFORCEMENT LOCATIONS.
2. WINDOW AND DOOR SUPPLIERS SHALL
CURRENT ROUGH OPENING INFORMATION
WHICH SHALL HAVE PRECEDENCE OVER
THE WINDOW AND DOOR SHEDULES ON
PLANS.
3. CABINET MANUFACTURER SHOP DRAWINGS
SHALL HAVE PRECEDENCE OVER THE
INTERIOR CABINET ELEVATIONS SHOWN ON PLANS,
4, DO NOT SCALE PLANS. DIMENSIONS ARE
TO BE FOLLOWED AS NOTED.
5. ALL GLASS LOCATED IN HAZARDOUS
LOCATIONS SHALL COMPLY WITH
SECTION 2405.2.1 OF THE FLORIDA
BUILDING CODE 2001 EDITION.
6. ALL GARAGE/OVER HEAD DOORS SHALL BE
LISTED AND TESTED FOR 30 SECONDS AT DESIGN
PR5,5URE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5
TIMES THE DESIGN PRESSURE,
1. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE
APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15
FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EaJ,
OR PAPER BACKED MTL LATH FOR STUCCO.
APPLY WITH A MINIMUM OF 6" VERTICAL LAP
(UPPER LEVER OVER LOWER LEVEL) AT
VERTICAL JOINTS. FASTEN PER MAN. SPECS,
LEGEND
INDICATES Oxaxl6 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 12'=0" TOP OF CMU
INDICATES Sx,5x16 (NOM.) G.M.U. (EXTERIOR
LOAD BEARING ). 10'-0" TOP OF CMU
INDICATES 8xax16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ), V-4" TOP OF CMU
INDICATES 8xax16 (NOM.) C.M.U, (EXTERIOR
LOAD BEARING ). 0'=0" TOP OF CMU
INDICATES WALLS TO BE UTILIZED FOR TRUSS
BEARING 2x4 WOOD STUDS ,v 16" O.C. U.N.O.
INDICATES 25 GA. MTL. STUDS 24" O.C: MAX.
(NON LOAD BEARING INTERIOR PARTITIONS
ONLY.) (U.N.O.)
INDICATES FILLED CELL WITH (1) VERTICAL
#5 GROUTED SOLID, (U.N.O.) BAR TO BE CONT,
BOND COURSE TO FOOTING, REFER TO
COVER SHEET FOR SPLICE AND BEND REQ.
ARr-A TAE3ULATION
UNDER A/C
GARAGE
COVERED ENTRY
COVERED PORCH
fro14
5Q. FT.
422
SQ. FT.
52
SQ. FT.
114
SQ. FT.
TOTAL SQUARE FEET 2202 SQ. FT
LINEAR FT CALL.
MAIN HOUSE (o2'-5" LINEAR FT. OF V-0" BLOCK
MAIN HOUSE 152'-211 LINEAR FT. OF 9'-4" BLOCK
PATIO 23'-4" LINEAR FT. OF 9'-4" BLOCK
TOTALS 1-15' -6 LINEAR FT. OF 9' - 4" BLOCK
D15L. 2x12
HEADER ABOVE
COLUMN
(2)lGd NAILS
e 12" o.c. 5M.
TO 2x4 FRAMING
NOTE:
RUN -1/1/o" 055 SHEATHING
FROM EXT. TOP OF BEAM TO
TBOTTOM OF FRAMING CONT.
NAILED PER SCHEDULE.
1 ENTRY SECTION
W.W. 7
"
=
-
11 IT
PAP OUT OFENING5 WITH 2X45
EA. SIDE. FASTEN TO MASONRY
llt"X3" TAPCONS EVERY 6" O.C.
-
ELEVATION
YIEUIED FROM EXTERIOR
O8A1'FRONT WINDOW DtL
PLAN VIEW
1/411_11-011
1/211=11_011
co
cat
V
Lco
co
H
� �
o�
00
4-J
�+
ct
0
a �
04
W
Q
Ld
w
2
(7)
a�
0 4-J
' w
Ei
Q ®wQ
�v1
a
A
-4
O
0
w
n
U
O
^
Z
O
C
F-
U
o
O
a
a
w
a
�
Ix A
/y
a
w
wa ROBERT M.
MONTA, P.E
3W
U
)-Cn
w
2�F-
S
U p
To
3 t!
I
a�
O
w
ww
w
am
a�
n. W
aH
O�w
VQ�-I
J t-I
QA
Zw
6-4
0�o
00
N
ww
=o
c 1
00
�
W
z
0
o
-4 DOa
00
o
W
�a
o a
v)
H
r--I
F,
F-
Ld
r
a�
FW
�01
Ix
Ix
acn
LIE
2
H
0
,�F
F-A
2:z
U�
�-w
aA
O
O�
L
w
� U
Wp
to o
W
acn
cn
Zm
E-i
w
_Q
U
O
N
W
Q
"Am
O„ d
N 0
U
>� 'd v)
2
U
a
O
0
3
0
u
Z
w
k
0
i
,II
WHILE EV
o
o
CONTRAC
REVIEW
N
OF CONS'
N
FOR ANY
MISS�PII<
CONSTRU
N
O
V
� �
I
00
4 J
da
W
ct
U
a
W
cat
Q
OU
H
P
z
W
rn cat
�
O
w
Q
Q
®
W
co
a
A
-4
o
o
w
U
O
Z
O
7D --�
H
U
O
0
O
a
a
w
a,"
0 U
�
wp
Qcn
jLcn
W�
aA
w
wa
ROBERT M.
MONTA, P.E
3�
F
oal
wu
N0
J�
QA
ZW
2-4
a0
O�
ww
Io
V 1
00
�
W
w
z
o
Ua
00
o�44
ww
�
r �
w
V)0
F-w
2'"q
O
a
MCI)
I
W�
H
O
O
,� E-+
F-
z
0
Q
W
m
cq
O +, b
O p x q
H
2
U
a
}
a
O
U r�
T-
k
Oi-F -RI -c
vE
5HING
RO
V-4" AF
70P OF T T eI
ARCHITECTURA
FINIS
LEFT SIDE ELEVATION 1/e11 _ 1-0
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE UR3ED TO
REVIEW,ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION, REAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO 13EAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
a° RAISED sTucco
BAND z 5HINGLE
ROOF
6
SCORED
STUCCO
IT-O" AFF. r DETAIL
A ENTRY o ii-oll CRICKET
2x6 SUB -FASCIA
W/ ALUM. WFIAP
AND DRIP EDGE
i (TYPICAL)
AFF. -
Y—
_
+I' TOP OF TIE Bl" I.
Ll
ol JIT❑❑❑❑El❑❑ YP.
(TYPJ SCORED BANpING
SCORED BANDING �r ARCHITECTURAL
T FINIS"
1:1 El El D I I
cal _
-- ❑ ❑ ❑ 0'-0" FIN. FLR�_
_
FRONT ELEVATION 'A'
OFF- RIDGE
VENT
5HINGLE-
ROOF
V-4" AFF.
TOP OF TIE ;M. a
REAR ELEVATION
12
6
1/411 c 11 —011
8'-0" A.F.F.
IE TOP OF TBMj!�=-
ARCHITECTURAL
FINISH
0'-0" FIN. FL v
fRIGNT SIDE ELEVATION va^ = 11-011
OFF -RIDGE
vENT
5HINGLE
ROOF
V-4" AFF.
TOP OF TIE pM.
L- c
d+ d'
00
W
c�
0
U
a
W
C\2
OU
d+
t-
Z�
w
cf)
2
C\l
O
4-J
Q
Q
®
W
m
N �
O
0 �
W
Q i
+, i!)
0
_
U
0
U1
+�-)
0
F-
U
r7
0
X
OIL
W
W�:)
�A
a
w
wa
ROBERT
M.
MONTA, P.E
3W
U
}�
w�
U�
I�
3r
I
Irw
Ov
IL
Wr'4
Ww
as
� m
O �
as
W
Ir E-
O�W
F-
�HO
J�
QA
Z_W
� O
00
cla
W_W
00
�
W
Z�
Da
Oa
Ua
Oo
o�
Wcn pq
_ E-�
F-
Q
O a
v )
r-I
a
r �
W�lY
FV-p
O
4
�m
WE
O
mg
=Z
Ucj
�cn
}-w
aA
O
U�
W
1
lY (>
W;ZD
ON
W
X V]
N
O
O
C4
O
H
= 1O
}
a
0
U
vi
^
00
IM
a�
c�
o
a
W
W
cQ
w
�
O
E
Q
®
WQ
O va
Ld
a
� Ra
W
U
O
co
z
O
co
F-
U
O
�
0
I
a
w
a
�
Wu
FY ul
� A
a�
w
wa
ROBERT M.
MONTA, P.E
3w
0
0
WV
F-
OO
QA
Zw
2-
MO
00
cq
ww
Fo
r ,
00
III
w
z�
�
o
0�
U
00
O1�4
w
_ E-F
F-
�S J
a
c9 a
r-I
zcn
U
F-
o
ry�
W
CQ
�U)
W
F-
0
O
of E-E
F- A
S�
UO
LLV]
?- w
aA
Ocn
U"
(I)PQ
W
aU
WN
�cn
En
ZN
U
W
F-
Q
U
O
N
W
Q
14,
2
(9
0
}
a
O
U r�
�co
Dc
�co
co
05
00
o
�
wcid
0V
O
U
a
G�
W
cq
a
z
w
v� \2
i
�
4-J
'� w
Q
a
WQ
� ui
0
A
p
o
w
PP4
� a
zCld
z
a
_ �
U
�
o
�
Z
z
O
H
U
D
0
O
x
IL
w
o�
W�
� A
a�w
w�
ROBERT
M.
MONTA, P.E
3�
>-
w�
S�F-
S
U�
20
34
i
�w
OU
W!�
wr.:
N
Oa
I
a: CO
O4
n rx
w
irH
O�W
F-
Nz
0
J
aA
Z_w
O-4
Wo
Oo
N
WW
SO
V 1
~U
F- q
PO
oe
Ua
00
o�
w
0
~w
cn
�
r ,
LLI�
H
fn o
S�
U�
W�
2
F-
O
0
o�f E
F- A
S�
O�
}w
aA
OW
0"
N
W
wU
w�
NO
w
�cn
,cn
Um
Z
W
f-
a
U
O
N
N
a
0
Z
Q
F-
z
O
a
w
m
N
O
O
N
F-
S
Q'
}
a
O
U
�f
u -
1/2" GYP, BD. ON 2x4'$ PRE-ENGINEERED WD TRUSS, 24" O.C.
I/2" G.W.B. OVER VAPOR a 16" O.C.
BARRIER W1 R-3 INSUL. TEXT. FINISH ON �/16"
BETWEEN 3/4" P.T. VERTICAL OR 15/32" 0.5.8. 12 R-30 INSULATION
FURRING 24" O.C. F2x BRG. EXT. WALL HURRICANE ANCHOR AT EACH TRUSS
8 CMU BLOCK (TYP) 6
3-1/2 CON 3'i2" CONC, SLAB(2500P.5,I.) = REFER TO ROOF PLAN
" G. SLAB(2500P.S.1. �i2" J-BOLTS 6" FROM hit..
W/6x6 IO/I0 W.W.M. OR EA. END OF WALLW/6x6 10/I0 W.W.M. OR (1) "5 FROM FTC. t0 FIBER REINF. CONC.4 SPACE a 32" O.C.,.
FIBER REINF. CONC. TIE BEAM SPLICE TO ON 6 MIL. VAPOR (6 MIN. EMBED) _) I�I=i I-I�"I�) i== (�I I=III= _ SHINGLES ON
ON 6 MIL. VAPOR BE MIN, 30" GROUT I — ;•:.,r. I (APPLIED ACCORDING TO MANUF. SPEC)
CELL SOLID BARRIE Pt BOt. PLT. - --- ! I= I I== I I (= -i' • - I -�
BARRIER I5* ROOF FELT ON ROOF
I I I I SHEATHING ON ROOF TRUSSES.
_ ,� 'a • 1'' - lXi -� ,,+• � -I f I- I. �I I � 1 - - - �-•' �I I I J( J' � ( / \ \ ;,
GRADE X III = i 11= I I 1=1 I !=1 IAI =+ _ GRADE X A/c cHAs� i— . • : w I 1=1 .,�:. ELEVATION VARIES
_ _! I (_ III: TOP OF MASONRY
;1TfITII I f v1Tl _ - - 1TI=T� T 1Tf !T _ 4" PVC 5LEEVE III A/C CHASE
CLEAN 1 I lI I ICI I I� _ _- I I ICI I ICI I I� I �Z = CLEAN 1 I I - I I ICI I Ii, ` - --III-I I Iz_ WI ICI I = THRU STEM WALL -=---� -I i - —I a •'" �. I I_ „
COMPACTED FILL I I—) I I--311 - I I=I I !`) I I=III' I — -- ? =III—) I ,I I 4 PVC SLEEVE 4' _ i I/2 DRYWALL _ ALUM. DRIP EDGE
COMPACTED FILL I; -I I I__i I :,'"'' - ! I I I ! �: -III :III _ I_
a 95% STANDARD i.-i y . ;:Awl
r+ tHRU STEM WALL - 2x6 R.S.C. FASCIA
a 95go STANDARD I �=-"! � • •�� •' • ' I:- - — I•= lx2 PT NAILER
DENSITY ANDI- ", • ".. 1 �,_-) DENSITY ANDI- . ''.y,: I I_u,61
TERMITE 7REATED� '_-=I `4;'' ,:''''., �I P (- TERMITE TREATED ';..' !, , VENTED ALUM. SOFFIT
III'-4II
TYP. SINGLE TIE -BEAM
S"xl6" CONC, FTC. S"x16" CONC. FTC. - - W/ (1) "S CONT. GROUT
WHERE 2ND STORY OCCURS W/ (2)'5 CONT. WHERE 2ND STORY OCCURS W/ (2) "S'S GONT. WHERE 2ND STORY OCCURS WHERE 2ND STORY OCCURS - - SOLID
FTG SHALL BE 10" x 20" ON CHAIRS. FTG SHALL BE 10" x 20" ON CHAIRS. FTG SHALL BE 10" x 20" FTG SHALL BE 10" x 20"
W/(3)WO BAR W/(3)05 BAR W/(3/'5 BAR W/(31'S BAR PRECAST LINTEL
I/2" DRYWALL PER PLAN
1 STEM WALL W1 II_ I_ 2 STEM WALL W1 „_ 3 STEM WALL A/C CHASE � STEM WALL A/C CHASE
C„tU BLOCK 3/� -1 ,z� WOOD FRAME 3/� -1 ,a C„IU BLOCK 3/4"=1'-o" WOOD FRAME 3/4"=1'-0" "1
ALUM. FRAMED WINDOW }
W/ SCREEN
FILLED CELL MARBLE $TOO
W/ 1" 5 TIED WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,PRECAST GONC SILL
<r CONT. ROD CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW I, Ix2 PT FUR STRIP
IN FOOTER I/2 GYP. BD. EA. SIDE „
_ ALL INFORMATION CONTAINED HEREIN PRIOR t0 COMMENCEMENT OF AT 16 O.C. SxSxl6 CONC BLOCK
CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTH CONSULTING AND OF 2x'S a 16" O.C.
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, NON -LOAD
Mks" PER FT. AWAY ERROR', OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BRG. WALL GARAGE INSULATION ON VERT REINF. BEYOND
FROM HOUSE BEAUMONT 4 ASSOCIATES, INC. OR MCC) PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL -
„ EXCEPTIONS. EXTERIOR FINISH (SEE ELEVATIONS)
-� 4" CONC. SLAB J-BOLT a 32" O.C. (MIN INTERIOR
GARAGE INTERIOR 6 EMBED) 6 2 1/4
_ FROM EA. END
QC 5P-4 EA. STUD Ix4 PT BASE NAILE
_q PT BOt. PLT. tOP4BOT,
WOOD BAS
FIN. GRADE ' • � � °' a'• .� . •.. "�' __" � A• I MAIN FLOOR
�i,.� :.:r;::'" ELEV 0'-0"
e _ �' ' —III==f =1 I Iii I I� �� 111=1 I ► �rr�_rrlrr�rrrrrr_ C.M.U. FOUNDATION
CONT.
• (3) *5'5 CONT.I
lu
-_ _ ----� I ==1 — i-- :LI �=1 —
—
8 w_� i W/ 3" MIN. CLEAR I i�=l I I --I I, _ y�
—I �-- _ Im" �! 1m" !_ I I_ _- W� �I I I- �I i 1—I �_i-1ff
I �--I;I•-'ii--••� � �I�=1� q I ;III=I�I=III=—
NO REINFORCEMENT REQUIRED III24"-=� I I—) I I —III ; III=I I I e=I — I I -- - 2-15 CONT.
24" X 24" X12" d CONC _ _ V • • - _
ROOTER W/3�—
ROD EACH WAY `� I -- --- �
CLEAN COMPACTED
CLEAN, COMP., TERMITE 1 4 " POISON TREATED
TREATED FILL FILL
COLUMN FOOTER DETAIL 6 NOT USED � OFFSET" FOOTING 8 OFFSET FOOTING �� WALL SECTION W1
3/4" = 1'-0 NON BEARING 3/4II_11-�" BEARING 3/4"=1'-0" C" IU / STEM WALL 3/� =1 -r�
COMP. SHINGLES OVER 15" FELT
ON 'i/16" 0.5.5. MIN.
PRE-ENGINEi=RED TRUSS 6 24"
O.C. W/ HURRICANE ANCHOR
I/2" GYP. BD. EA. SIDE 1/2" GYP. BD. EA. SIDE ON EA. TRUSS
OF 2x'S a 16" O.C. OF 2x4'5 a 16" O.C. - 5P-46EA. STUD
''12 "X-i" EXPANSION SP-4aEA. STUD
tOP450T. U.N.O.
TOP4BOT, U.N.O.
ANGHOR5a32" O.G. 112 "X�" EXPANSION PT BOT. PLT,
PT. BOT. PLT. ANCHOR5a32" O.C.
.4 ♦ •.,d.r •rd r a �; A•• •r. d� .. P .•} •A.
SEE ELEVAdk
.,1 d Y, A '�• �.. ,. •e�; �. a d' •4 r' +'+.=T
I--' _ •
-) � �=I 11= I i 1=1 � " ` .r.•. ,,.1=I I I_`""I I I._ � �) � I��I I I.�"I ,; , . ,•�,� •.: ''j' —) I �-- :�%�`• R-3ID BAT7 INSULATION
CONT I--;-- � � ` :"�'�'� �'•
(2) «5'S C -I I _ ! 11— 1 I ! �I ! I= ''=_ ICI I I III =1 11==1 ,1 I I :...:; :.,;; 1/2" GYP. BOARD
W/ 3" MIN. CLEAR �" 'I I" "_-' �' "' FILLED LINTEL BLOCK W/ 145
�� (3) *5'S CONT.
8 811 W/ 3" MIN, CLEAR 10" l0" CONT. HORIZ. W/ 30" SPLICE MIN.
REFER TO CA5TCRETE 5PEC5
FOR LINTEL REQUIREMENTS
g INTERIOR BEARING 3/a."=1'-,a" l,a INTERIOR TWO II_ ,_ Il 19 TYf=. SECTION - OPENING
STORY BEARING 3/� -1 ,a 3/4"=1'-o"
3/4" RECESS 05 ROD IN FILLED CELL
PER MFG. a SLIDING �A5 PER FLOOR PLAN
SPEC' GLASS DR. g" TIED TO CONT. ROD IN
WALL BEYOND FOOTER 4 LINTEL ROD
ABOVE
31/2" CONIC. SLAB W/ FIBERMEBH SLOPE 3'i2" GONG. SLAB W/ FIBERME5H
(OR W/6x6 10/10) FINISH GRADE - _ (OR W/6x6 10/10)
OVER 6M VI50. - - OVER 6M VISQ,
3-1/2" CONC. SLABNA
if II IIIIIIIr — — .a . '.a
5LIDING GLA55 DR,
�"' GRADE •.. ,s:. ;. .*; _ __ _
' .. '�-' �y�'•.r �I I=i�i 1-i { I-Iii=i i 1- - - �� I ----�
=I 11-1 I I- I I 1=1 I I —:I 11=111=11 41/2" CASING
I JA
4 I-- III l_I
i I = III =III —I I I -`III- ALUMINUM THRE5HOL SLOPE
axe THICKENED " x 5" THICKENED
EDGE W/ 1 -*5 SLAB W/ (I) +'2 CONT. 3-1/2" CONC. SLAB(2500P.S.1. 3/4" RECESS
CONT. W/6x6 10/10 W.W.M. OR
DRIVEWAY SLAB FIBER REINF. LONG. - - SLOPE 1/4"a" X Ih" GONG.
ON 6 MIL. VAPOR = - PER F Ot
EXP JOINT FOOTER W/ 2 05 CLEAN, COMP.,
BARRIER = - 3R MIN. CONT.
CcE TERMITE TREATED
PER MFG - = FILL
SPECS.
WHERE 2ND STORY OCCURS
EXTERIOR DOOR FTG SHALL BE 10" x 20"
13 THICKENED EDGE ,I _ I _ II 1� THICKENED EDGE 3/4 =1' -0" 15 NT5 C�,4I<AGE CURB W/(3)'5 BAR
Q GARAGE DOOR 3/4 -1 ,a POURED SILLS 18 DETAIL
;` CC)
I I
co �
00
441
-t
w
L
m • r-4
'4
A
o
®�
a
o
w
Q
L)
D
z
W
UDN
2
Q
z
-
Q
o
A
+-'
�
C/)
w
Whr
a
I
U m
O
z
o
c�
I=
U
13
O
a
w
w
x
wL
�cr.
W e:
as
w
ip
wa
ROBERT M.
MONTA, FIX
3W
U
itH
o
w
No
a�
zW
�o
o0
=o
U�
00
W
W
O
o
O�
Ua
O�
o�
W
�a
I.
O a
V)4
W�
0
00
I
O
4
O
0
M E+
F- P
2�
.o
y
Q
�
0
o
co
C\2 I I
o
b
V
o
P+
'd v w
U
d
D1
DBL TOP PLT.
'-HURRICANE CLIPS OR
TRUSS ANCHORS - SEE
ANCHOR SCHEDULE
(-'T' . BOARD (4) ,Sdx2" MIN. TOE NAILS
EDGE BLOCKING-r----\ EA. JOIST TO TOP PLT.
NAIL RIM BOARD -si) &I' O.G. STRAP TOP PLATE, HEADE �
2x4 STUDS a 16" O.G. SIMPSON 5P1 OR SP4 CRIPPLES TOGETHER W/ CMU WALL
2 (OR p�TTER) SYP OR 5PF TOP PLATES TO STUD LTSA 18 MIN. U.N.O. PER PLAN
CONNECTION A7 16" O.G.
2x DBL.
GYP. BOARD —TRUSS TOP PLT. 2x4 STUDS 9 IG " O.C.
#2 (OR BETTER) SYP
ABOvE
PRE -ENG. 2x STUDS MID SPAN BLOCKING W
FLOOR SYSTEM 1G>" O.G. (X
BETWEEN EA. STUD
DBL. TOP PLATE
5TC=40 MID SPAN
EA. STUD BLOCKING
ANCHOR BOLTS i (4) EQ. SPACED
2x PT BOT. PER PLAN 1/z GYP. )BOARD
3/1G "x 3 1/4" SIMPSON
PLATE.
IMPSON SPI OR 5P4 PT BOTTO TITENS w/ WASHERS,
SPF STUD 1/ " J B'@ OLTS 32" HURRICANE CLIPS '@ Iro" AND BOTTOM
O.G. PLATE 6 MAX FROM TOP
-SHEAR WALLS TO BE viz" GYPSUMO.C. MAX ro" EMBED. 2x4 P.T. PLATE
WALL BOARD "STAGGERED, BLOCK 6 MAX FROM E.A. END
z" GYP- BD. ALL EDGES, STUDS'a 1(o O.G. No.ro REFER TO FOUNDATION
1'14" SCREWS TYPE W OR S, FASTEN PLAN FOR FOOTING SIZE
PLYWOOD OR O.S.B. 4" O.G. PANEL EDGES AND FIELD.
AND LOCATION
STRAP TOP PLACE, HEADER a FOR UPLIFT INT. LOAD
IMF -SON SPl OR SP4 CRIPPLES TOGETHER W/ 3 C� �� I I �'�" I /��� _, � -�ii I) I WALL
/� 15 E XT. FRAME WALL CONN.
P PLATES TO STUD LT5A 12 MIN. U.N.O. 2x4 P.T. PLATE --
LATE +- L L SEARING WALL �-�/2�� _ ��-emu J� WALL
I T
ONNECTION AT 16" O.C. �O BLOCK UJ�LL II����_,'-���
j 2x4 STUD5 a I6" O.G. J" BOLT 32" O.C. jl
#2 (OR BETTER) SYP OR SPF
ID SPAN BLOCKING_ f�
ETWEEN LA. STUD (1)"5 IN TIE BEAM
(1 *5 BAR IN PRECAST LINTEL
41� CHOP, P R PLAIN GYP. BOARD NOTES: ALL LAPS 4a BAR DIAMETER MIN. fK (2)#5's VERTICAL
-10
WINDOW AND DOOR ASSEMBLIES To CONFORM �ILq IN GROUT FILLED
IMP60N SPI OR 3P4 TO FBC 2001 CHAPTER lSECTION 170�1.4 RUNNING BAR NOM. 8" KNOCK -OUT �m (1)# 5 CONT. IN TIE CELL
HURRICANE CLIPS e 16" O.C. ALL CONNECTIONS BY OTHERS SHALL BE BLOCK cv~ BEAM COARSE
(I)#5 VERTICAL IN
x4 P.T. PLATE CAPABLE OF RESISTING THE DESIGNATED GROUT FILLED CELL
WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN). DOWEL LAPPED PROVIDE HANGERS TO HOLD
WITH WALL REINF. GROUT TIE BEAM
REFER TO FOUNDATION COARSE SOLIDS o. BAR IN PLACE DURING P®UR,
PLAN FOR FOOTING SIZE 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND REFER TO MAN. SPECS. FOR
a
AND LOCATION INTERIOR FACE OF WINDOW, FASTEN . SPACING REQUIREMENTS
BUCK TO MASONRY W/1/4"X3" 7APCONS - NOM. a" CMU
ro" FROM EDGES AND 16" O.C. MAX.
BUCKS LESS THAN 2X TO BE FASTENED PROVIDE SCREEN WHEN
BLOCK BELOW IS NOT
W/CUT NAILS OR EQUIVALENT, STRUCTURAL REQUIRED TO BE FILLED
I' I I WALL
CONNECTION OF WINDOW TO STRUCTURE LZ*5 CORNER BAR
lk I
INT. LOAD I RG. WALL <NEE IW'AI,I.,I. L ION TOP BY OTHERS IN Tr 15 CASE, GROUTED CELL
NOTE: ALL 1-100<5 I SPLICES TO BE
2 STORM, WALL ASV ' OF CMU WALL 1- 1/2 = V-0II CONSTRUCTED AND SDED PER NOTES
UJINDOUJ/DOOi�. T�F. CORNER VERT. NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK-oU7
5 8 BLOCK 7O ELIMINATE USE OF HIANGERS, 2" COVER MUST REMAIN
5UCK NOTES NTs WALL REINFORCING
NTs 12 TIE �3EAM DTL• 11/2II=I'-��� 1� R ,� ' D �' IL NTS
i
2x4 5TUD5 16" O,C, 2x4 STUDS 16" O.G.
r #2 (OR BETTER) 5YP OR SPF #2 (OR BETTER)
SYP OR SPF
LtS-I�
GYP. BOARD ',2" GYP. BOARD
PRE - ENG. PRE =ENG.
FLOOR SYSTEM FLOOR SYSTEM
MSTC-40 I
EA. STU9
—TIE-BEAM—
PRE CAS
HEADER
PT 2x4 NAILER
2x4 BLKS.
EXT. SHEATHING
P€R PLAN
PRECAST
SILL
w
w' X (,�, X 12 P.T. OF OPENING
CENTER BUCK
MIN. L57A-12 RAFTER
TO RAFTER OVER RIDGE
•
)— I
1" EDGE 1 1/2" EDGE-) 2 1/2" EDGE-)
2X8 RIDGE B AR
DIA. ANCHOR
2 X 4 P.T. TOP BUCK
10dX3"
0 COMMON Q X
L
w ui
®-
2 X ro P.T. BUCK EACHI
I/�"
FASTEN SYP OR SPF
SIDE OF OPENING
d
IOX31
2X�o (MIN. WIDTH) PLATE
GOMMO
THRU 1/1ro" O.S.B. SHEATHIN
3/0" DIA. J-BOLT W/ 5-I/2" EMBEDMENT
10dX3" X X,
Z
TO PRE-ENGINEERED TRUSS
BELOW WITH 1/4"x4-1/2" SIMPSON
•
AT EACH DOOR BRACKET, EACH SIDE OF
COMMON Z
2XG 'S 2 24" O.G. MAX.
DOOR. PROVIDE 1=1/2" X 3/16 " THIICK
OFF. SIDE _
SD5 SCREWS 2Xro PLATE TO
WASHER W/ EACH ANCHOR.
U
TOP CHORD OF EA. TRUSS BELOW
FASTEN CONVENTIONAL 2X VALLE
X 100IX3" to IX
RAFTER FRAMING (OR PRE-ENGINEERED
DUCK sP>=cIFIED DY COMMON VALLEY TRUSSES) TO 2X PLATE WITH
%� SIDE—
WINDOW/DOOR
OPP. DE) 5IMP50N H2.5 CONNECTORS (5-5d NAILS)
MANUFACTURED AT EACH RAFTER TO PLATE CONNECTION
NOTE: ARCH�.PSS WINDOWS SIMILAR
START BOLTS AFTER (2)2X4's (2)2X(o's (2)2XVs
GARAGE CURB
1,211 CaYP. BD. (: ) � ARCH WINDOWg �31�C� l��fi�l� NT5 13 2X �31�1L�'-l�� StI�I� I 11_ � �� 1-r
GYP. FRAMING DETAIL NTs COLUMN DETAIL5 1/2 -� -r� TYf=. VALLEY CONNECTION
STRAP TOP PLATE, HEADER a STRAP TOP PLATE, HEADER
IMPSON SPI OR 5P4 CRIPPLES TOGETHER W/ SIMPSON SPI OR SP4 CRIPPLES TOGETHER W/
OP PLATES TO STUD
LTSA 12 MIN. U.N.O. TOP PLATES 1-0 STUD LT5A 12 MIN. U.N.O. 4" BACKSPLASH
ONNECTION AT 10" O.G. CONNECTION AT 16" O.C.
OUNTERTOP
5 1/2
2x4 STUDS Q 16" O.G. r 2x 5TUD6a 16" O.C.
2 (OR BETTER) SYP OR SPF
#2(OR BETTER) SYP OR SPF EXTE p TO
ID SPAN 5I-OCKING MID SPAN BLOCKIN�s -f/Iro O.S.B. J 1# 5 BAR CONT. �� PAST RASE
BETWEEN EA. STUD 2x8'se12" O.C. 4" MTL, STUDS lro°
ETWEEN EA. STUD
O.G.
BUILDING WRAP
■ T11=-?BI=AM MSTAM=24 EA. SIDE 1/2" M.R. GYP. BD.
OF EA. STUD TO CEMENTITUOUS FINISH
ANCHOR 5OLT5 ANCHOR BOLTS TIE BEAM BELOW CERAMIC TILE .�
PER PLAN ''/2" GYP. BOARD PER PLAN �2" GYP. BOARD RECESSED CEMENTITUOUS WATERPROOF /
IMPSON SPI OR "SP4 PRECAST FINISH STOP
IMPSON SPI OR SP4 HEADER HOLD 0.5.5, B BACK 3/lro" SEALANT
HURRICANE CLIPS a 16" O.G. HURRICANE CLIPS a 16" O.C.
2x4 P,T, PLATE FLASHING N
2x4 P.T. PLATE � 2Xb P7 BOT. PLT. BASE CABINET 1O
FEhFfh REFER TO FOUNDATION T
z J-BOLT W/SIMPSON TUB
REFER TO FOUNDATION P NAIL€ 8�' CMU AS LBPS'iz WASHER�32" O.C.
PLAN FOR FOOTING SIZE � PLAN FOR FOOTING SIZE
AND LOCATION AND LOCATION MAX.(MIN. -I" EMBED.)
" BOARD
POURED CELL W/1 #5 BAR 1/2 GYP. CEMEN7ITUOU5 FINISH{
CONT. FROM BEAM TO `
FOOTING.
BUCK SPECIFIED BY
WINDOW/DOOR
MANUFACTURER
19 INS'. LOAD 5fRG. WALL, 2 INS'. LOAD 5IRG. WALL, i� COUNTEfR/TU5
2 5TORY, WALL A5V 2 5TORY [:)OCR 5UCK DTL. NTs STEP DOWN TIE � EAM I� WALL 5PL ICE DETAIL WALL DETAIL
I
L-co
', "t
c\j r\l
I I
�CO
F•-■I
� �
V1
00
Lli
2 • V
�
'�r4
a
Q;
W
c�2
fy
Q
�CQ
z�
w
sn C\t
i
C'
z
2
-•-j
Q
a
i�l
®w
u�
a
A
W
to
Q..'
a,
C/]
w
U �
O
z
+�
O
�
H
U
D
0
O
a
W
a
W
W
Q�
aA
a�
Wf!I
wa
ROBERT
M.
MONTA, P.E
3W
U
w�
Uco
='m
3�
aU
O�
a
ww
w
Ow
a °"
it to
D
as
w
0
O
w U
V,z
0
QA
Zw
Fo
oo
cli
WW
U
V )
00
H�
0
i�
0
U
Oo
o�
O
~w
0 a
mm
a
Wm
�
w
V)p
O
Q
too
c�
Wul
O
J� E�-E
I... A
1�
to
W
Q
U
0
W
W
Q
0
z
Q
z
O
i
D
w
m
N
0
0
N
m
COMP. SHINGLES OVER lra# FELT
ON O.S.B. MIN.
PRE-ENGINEERED TRUSS 'a 24" -
O.C. W/ HURRICANE ANCHOR
ON EA. TRUSS
eeeme
um lhihl
C � C SEE ELEV
— R=30 BATT INSULATION
— 1/2" GYP. BOARD
FILLED LINTEL BLOCK W/ 205
CONT. HORIZ. W/ 30'' SPLICE MIN.
SLAB SLOPES AT
/a" PER FT. AWAY
FROM HOUSE
4" CONC. SLAB
FIN. GRADE z -
�I�
24" X 24" X12" d CONC _ _ 24
FOOTER W/3 #5
ROD EACH WAY
- CLEAN, COMP., TERMITE
TREATED FILL
SECTION THROUC;H LANAI
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, 5U5-CONTRACTOR5 AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO [BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
3/4" = V
2X4 BLOCKINCa'@EA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2 AO° MAX.) END NAIL W/(2)16d
2X4 OUTLOOKER
'024'' O.C. MAX.
-1/16" O.S.B., MAIL
PER NAILING SCI
2)16d NAILS PLT. TO
iTUD TOP450TTOM(TYFd
END NAIL PLTS, TO STUD)
31MPSON H-10(TYP.)
?X FACIA, END NAIL
J/(2)IG d NAILS@EA.
DUTLOOKER
40LD WALL DOWN 31/2"
-OR OUTLOOKERS
/IG " O.S.B., NAIL
DER NAILING SCHEDULE
2X6's'w16" O.G.W/FULL
DEPTH BLOCKING
5'-0" O.C. MAX.
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-V 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
GA5LE END SIVAUL.TED CEILING
(5ALLOON FRAMED WALL)
WALL PL
SHEATHING F
PLAN
BEAUTY SHIN
W/ MASTIC Ol
NOTES:
1. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP
(UPPER LEVER OVER LOWER LEVEL) 4 6" LAP AT VERTICAL JOINTS
FASTEN PER MAN. SPECS.
2. UNDERLAYMENT APPLICATION -
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT SAVE ( PARALLEL) PROVIDE MIN. 2" LAP
W/ SUCCESSIVE LAYERS.
FASTEN PER MAN. SPECS.
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO
BE MIN. 12 GA.xI'/4" CORROSION RESISTANT ANNULAR
RING SHANK OR COIL ROOFING NAILS THROUGH 32 GA.xl%''
DIAMETER TIN GAP.
3. SHINGLES =
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
P FROM EA. EDGE -a 12'' O.G., NAIL ROW TO BE
LOCATED APPROX, E55/a" FROM LOWER PORTION.
ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GA.xI"
CORROSION RESISTANT ROOFING NAILS W/ Na" HEAD
USE ROOFING CEMENT FOR MAN. SPECS.
4. DRIP EDGE -
MIN. 26 GA_ GALV. STEEL AND OVERLAP A MIN. OF 2"
DRIP EDGE TO EXTEND 1/4" BELOW SHEATHING AT EAVES
AND EXTEND BACK TO THE ROOF MIN. 2
DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION
RESISTANT ANNULAR RING SHANK NAILS a 12" O.C. MAX.
a. FLASHING=
MIN, 26 GA GALV. STEEL FASTENED PER MAN. SPECS.
&.VALLEY LINING(CLOSED VALLEY) -
PROVIDE (1)LAYER OF 30" WIDE ASTM D 1910 COMPLIANT
UNDERLAYMENT
5 SHINGLE / FLASHING
DETAIL
BARRIER
FELT
OOF COVERING
:EL
ELF -SEAL
-OCKING AND CONFORM
ASTM D 3462
UNDERLAYMENT TO CONFORM WITH
ASTM D 22ro, TYPE I, OR ASTM D 4069
TYPE I.
PROVIDE MIN. 26 GA.
GALV. STEEL DRIP EDGE
2X4 BLOCKING�EA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2'-0" MAX.) END NAIL W/(2)1iod
2X4 OUTLOOKERS NAILS EA. END
024" O.G. MAX.
1/16" O.S.B., NAIL 2'-0" MAX.
PER NAILING SCHEDULE
END NAILA. OUTLOOKER ,
W/(2)16d NAILS TO TRUSS DBL. 2X8
TOP PLT. —
PRE-ENG. ROOF TRUSS 2X8's �l6" O.C.
(TYPJ
1'-9" MAX.
/2" GYP. BOARD
CEILING NAILER
AS REQ'D.
1/2" GYP. BOARD
ON PT. FURRING
(2)16d NAILS PLT. TO
STUD TOP45OTTOM(TYP.)
(END NAIL PLTS. TO STUD)
SIMPSON H-10(TYPJ
2X FACIA, END NAIL
-}—'-'
W/(2)16d NAILSo)EA.
OUTLOOKER
M
HOLD WALL DOWN 3/2"
FOR OUTLOOKERS
l/16" O.S.B., NAIL
PER NAILING SCHEDULE
/2'' J-BOLT W/SIMPSON L5P5'/2
WA5HER'532" O.G. MAX.
(MIN. (o" EMBED.)
CMU WALL. BELOW
LST4-24 W/(6)3/16"XI-1/4"
SIMPSON TITENS TO CMU
(TYP. EA. STUDXEA. SIDE)
REFER TO FLASHING DETAIL
FOR FLASHING REQUIREMENTS
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER NIB-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
1 GA5LE END aVAULTE1)
CE IL ING(C" IU WALL)
2x4 BLOCKS, l2) 16d NAILS � J=A.
END. BLOCK ADJACENT BAYS €A.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/8d NAILS 1'-4" M ?<.
CONT. 2X4
` 2X4'5 a 24" O.G.
l5) 16d NAILS
BRACE TO REFER TO PLANS FOR
BLOCKING EXACT SIZE OF O.N.
PRE-ENGINEERED GABLE
END TRUSS
—GABLE ENE) SHEATHING
FASTEN PER PLAN.
PROVIDE 2x4 BRACE TO SPLICE AS REQ'D
EA. ADJ. DIAGONAL FASTEN
TO DIAGONAL 02) l( d
NAILS. 5IMP60N A239EA.
1x4" I IOL BRACE TO PLT,
1/2" J-BOLTS W/WASHERS(MIN. (o"
EMBED) MIN. (a" FROM EA. END AND
32" O.C. MAX.
GABLE BRACING a 4a" O.C. L5TA-12624" O.G. BOT. OF PLT. TO
MAX. 45' FROM HORIZONTAL GABLE TRUSS, ATTACH STRAP TO PLT.
(+/ 10°) BRACING NOT REQ.'D BEFORE PLT. IS INSTALLED
WITHIN 6'-0" OF EAVES
--TIE BEAM COURSE
PT 2Xa PLT., CANT, FJ/VM\—GMU
W/(1l5 CONT.
NAILING SURFACE WALL
PROVIDE 16d NAILS GABLEEND_ BELOW
TRUSS To PLT.1@12" O.G. MAX,
2 C1„I'U W74L L G415L E ENID W/FL AT CLG. I`�j��
IS
2x4 BLOCKS, (2) 16d NAILS a EA.
END. BLOCK ADJACENT BAYS a EA.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/3d NAILS
-I
3 CxABLE ENDaFLAT GEILINCx
(BALLOON FRAMED WALL)
3/4" =1' -0"
2X4
OUTLOOKERS a 24" O.G.
H-10 a FA. TRUSS
PROVIDE 2x4 BLOCKING
ABV. GABLE TRUSS a EA
OUTLOOKER.
GABLE TRUSS HELD DOWN
3'%" FOR OUTLOOKERS.
CxABLE END SHEATHING
FASTEN PER PLAN.
SIMPSON HGA-10 a
4a" O.G.
DBL. 2x4 TOP PLT
SIMPSON H-10 DIAGONAL
TO TOP PLT.
FASTEN SIDE WALL
SHEATHING PER PLAN.
3/4" =1' -0"
i
L_co
C\2 Chi
L_ L
I I
00
F-
•V
_
��
c�
U
a
o
W
Q
a�
N
H
Z
W
6
�m
cn
m
a�
';-4 w
H
Q
a®
W
Q) cn
o
•
6 1
W
Un
U �
O
�5
0
1-
U
�
C
0
ct
a
w
u
i
W
a92
04
ELM
W�
�A
W
wa ROBERT
M.
MONTA, P.E
3�
>-cn
w.,
U ap
Io
3�
I
C)pq
U
O!Q
W4;
Oa
Omm
a-c4
W
0
O
w
Nz
J
QA
_ZW
O1-4
jxo
00
cQ
wW
�O
U
W
Oc.D
^�
W
z
0
o
w pq
O�
I
U
O�
Da�v
W
_E"
O
T ..
Lo
~a
C1 PgWa
�
r-I
F-
V)p
0
�o
o
U�
W�.
2
H
O
O
off E"
TWA
=Z
00
Lr.(n
>- W
a.A
O" U
mw
W�
m�
W�
Or
W
�cn
Um
Z �•i
F-
Z
0
i
D
a
W
m
O ;, m -6
O c� W
O 0 1
P T1 VI w U d
H
2
(9
rr
}
0-
0
U
[OR
L- co
C\t �t
V
� �
t/l
0o
W
Ct
��
m•7
a>1
0
®a�
m
w�
Q
o�
Z
� cat
w
�
a
�
Q
a
®W
oo�
W
Z
A
S
U
O�
N
z
� �
r�
O
F-
mp
W (Yi
w�
2�H
2
Uco
SO
3�
i
0�w
Ov
w!Q
W�
N
O
d�
jrm
0
0
w�
H
J
QA ZW
_
U-4
� o
ON
wW
V )
00
N
w
O
pq
O�U
Oo
Lie
in
W
S
0
L1 J
U WG4
/-1
l / 1 T
q
f/10
C9
W�
S�
H
O
O
C�H
H�S
OpW
� U
W�D
(nW
W E�
mu)
U cn
Z Ey
W
a
z
Q
F-
z
0
Q
w
m
N
0
0
N
O
F-
S
U
}
a
0
U
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE UR3ED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT < ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
M155ED AND NOT REPORTED TO BEAUMONT f A55OCIATE5, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.