HomeMy WebLinkAboutBuilding PlansI•,
EASTSIDE BUILDERS, NC.
HIMES RESIDENCE
LOT
0C R,
00
'E,X. RESORTS, 3 59,
A COmOPERAT.T .`WE
ST. LUC E COUNTY
� FLOR DA
'E K
L .14% PRAC
CONTRACTOR; JOH N� I
P LI '09 (772) 5894327 7
L-,Hn 0 N E L - 72im;631447C
W C R A I NGINE ER: 7 HO A
'FLOR D-A REG ST.F`A-,)JAPT,,0H 5574
PHOPIrtm 772, 231rm2931`�'
ILI
M"01111 6
ZRAIW1101111, 000 i
r
20F4 FLOOR P.A1.=.-d1\\1
N
N
30F4 ELE-CTRIC'I'17- U LAN ,LSER9
0 F` MAT 0 N POLYSTE E
4 OF 4 S TE PLAN
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x:
W FIXED @ T
35 S/H
DE1L 35 SIH
DEM`
DEDOO HLOD("G'SEE RIGHT ELB/ATION
) BLOCK"WSEE RIGHT ELB/ATION
�D
25 =1H ICOLONIAL
OCT. DW�S
1 LITE FRENCH IMPACT GLASS
M)FING
-
ETAI ••FELTON 1/2 CCX PLWJOOD
�GBERAL
2'X 4'WALLS INTERIOR 1(7'ON CENTER
i "'lull To 1.11
ARETHERSPO
1/2'DR'ANALL ON INTERORWALLS
STUCCO EXTERICR
WRESHB-MW
\1INYL IN IGTO-04 AND BATHROOM
INTERIOR DOORS 6 PANEL HOLLON CORE
R-30 CEILING INSULA-nON, R-24 ON POLYSTEEL
CENTRAL HEAnNG AND AIRCOMT]OMW
ELECTRAL. [YBMND CALCILLAA'11`10�5
GENERAL U\nNG AREA @ 3VA PER SQ FF.
SMALL 4�UX-4MCIRCUITS
DRYER
LAUNDCIFZCUITS
CISWASHERIJ
OEM
=46X
GENERAL NQ.TES-
1. THIS STRUCTURE IS DESIGNED AS FULLY ENCLOSED STRUCTURE CAPABLE OF
WITHSTANDING APPLICABLE WIND PRESSURES PROVIDED PROPER PROTECTION OF
EXTERIOR OPENINGS. (FBc 1006.2) ALL OPENINGS TO BE PRUTECTED BY SHUTTERS
PER ASTME 1886, ASTM E 1996, TABLE 1606.1.4 OR SSTD 12.
2. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTMD 3462 AND SHALL
HAVE FACTORY APPLIED SELF -SEAL STRIPS OR BE INTERLOCKING.
ENGINEERING NOTES:
51. ALL LOAD BEARING CONCRETE MASONRY UNITS SHALL COMPLY W/ ASTM C-90
WITH TYPE M OR S MORTAR COMPLYING W/ ASTM A-270. MASONRY UNITS SHALL
HAVE PRISM STRENGTH OF 1500 PSI,
2. REINFORCING BARS TO BE GRADE 40 WITH 25" MINIMUM LAP. (ASTM A-615)
3. COVERAGE: FOOTINGS = 3" BEAMS = 1.5". r,
4. SLAB AND FOUNDATION CONCRETE TO BE 3;600 PSI @ 28 DAYS COMPRESSIVE
STRENGTH 2500P.S.I.
5. ANY WOOD FRAMING OR LUMBER ABUTTING CONCRETE TO BE PRESSURE TREATED
OR HAVE MOISTURE BARRIER -OF 15 LB. FELT MINIMUM.
6. ROOF SHEETING'IS A DIAPHAkAGM. USE MINIMUM 1/2" 4-PLY NAILED WITH 8d NAILS
@ 6" THROUGHOUT.
7. CEILINGS TO BE Vz" CEILING DENSITY STRUCTURAL DRYWALL.
8. ALL EXTERIOR WALLS BETWEEN OPENINGS ARE DESIGNED AS AND SHOULD BE
CONSIDERED SHEAXWALLS.
9. INERIOR BEARING WALLS SHALL BE SECURED WITH 1/2" X 6" WEDGE ANCHORS WITH,
2" WASHERS AT 21" O.C.
10. INTERIOR WALLS NOTED TO BE SHEAR WALLS SHALL HAVE 1/2" PLYWOOD OR OSB
ON ONE SIDENAILED WITH 8d NAILS 6" O.C. EDGES AND 12" O.C. FIELD.
11. CROSS REFERENCE BETWEEN HUGHES, SIMPSON, AND SEMCO IS ACCEPTIBLE
PROVIDED UPLIFE VALUES ARE SATISIFIED.
12. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CHAPTER 16 2001
FLORIDA BUILDING CODE.
13. ANY CHANGES OR DISCREPANCIES IN THE PLANS MUST BE BROUGHT TO THE
ATTENTION OF THE ENGINEER, DESIGNER, AND CONTRACTOR OR OWNER BUILDER
PRIOR TO CONSTRUCTION.
14, DIMENSIONS SHOULD BE USED IN LEU OF SCALING WHENEVER POSSIBLE.
15. ENGINEER CERTIFIES STRUCTURE ONLY.
16. PORCH CEILINGS TO BE EXTERIOR SOFFIT BOARD OR STUCCO.
7'14ESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT)
�Iom7 EcEsSARY IN ORDER To
COMPLY WITH ALL APPLICABLE BL.9Oqp;-
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE,
FILE COPY
X", �fil C)
�7 w 13
nA ®
C?
FLORIDA B-MODNO-9, Caw DICKEE", 200a.
DESIGN P9-'.FSS1,J19,;:-S FOR OPENmINGS
BUILDING DATA (VERSION 1.01) JOB INFORMATION
Wind Velocity (mph) 140 Company EASTSIDE
Importance Factor 1.00 Prepared By CLIFF
Exposure Category C Client Name HIMES
Internal Pressure Coefficient + 0. 18 Job Description RESIDENCE
i Mean Roof Height (ft) 15 Building 1
Building Width (ft) 22
Building Length (ft) 60
Roof Slope (x:12) 3.75 Job Number 2004-19-08
Width of Edge Strip (a) in feet - 3
WALL OPENINGS
EN OPENI 6 MAXIMUM POSITIVE MAXIMUM NEGATIVE
iMAAK DIESCRIPT LOCATION OPENING OPENING DIMENSIONS
_ION ZONE ELEV. Iftl WIDTH (ft HEIGHT PRESSURE JWPRESSURE
Wind Force Specifications A' 35 S/H WINDOW 5 0 4 5 40.8 -53.4
Please be advised that the following statistics have been used to 4.L_ FRENCH POOR 4 0 6 6.7 38.9 -42.5
design the wind force requirements for the subject building. 25 S/H W NDOW 4 0 3 5 41.6 -45.2 i-
D GLASS _13LOCI�_ 4 0 3.3 2.67 42.7 -46.3
1. Wind Speed 140 miles per hoar
2. Wind Importance Factor I F DBL. 35 S/H WIND. 4 0 8 5 38.9 -42.5
3. Exposure Category C G GLASS BLOCK 4 0 2.67 4 42.5 -46.2
4. Internal Pressure Category -q-0.18 1pi GLASS -BLOCK 4 0 8.2 3.6 39.7 -43.3
5. Pressures on Components 46.7 psf See attached Design 1 35 S/H WINDQ 4 0 4 5 40.8 -44.4
Pressures for Openings
'J CRAWL ACCEM 4 41.4 -45.0
6. Foundation Soil Pressures 2000 psf to 2500 S' soil bearing 7r, 0 4 SHEET
minalnum availade rov.
Soil lateral loads design 30 psf EASTSIDE BUILDERS
CER SEBASTIAN, FLORIDA 589.4327; 633-0470
HIMES RESIDENCE
SCALE
Om AREY, (FLORIDA REG. 5574 LOT 359, OCRAN RESORTS A CO-OPERATIVE; ST. LUCIE COUNTY, FLORIDA 114' = V-V
4t DATE 4OF SHEET
SEAL DATE f CDs Enterprises, Cliff Cooley 41512M5
SEBASTIAN, FLORIDA 589-5033 Fox 589-9328 DRAWN BYcC
Cpjtpa•��s' Co t3L2S ,,
r`
I
ADD CAPPED
WATER FOR DOCK
ailing
m
35 S/H
4'XF±
s:001®
Y Y�
x--2._8.. � f--3•4 5'-4, 3. 1
60
-J 1T-4�Y2" FIELD VERIFY 7'4-
1 SaN� .
. GLASS BLOCK
4'XU±
�71-11"
LEFT EL
/ JOIST PLAN
m
RIGHT ELEVATION
°4
"ee
3" 3 TUB - ----------------
2 2„
--
3„
All
- BONN—`r' TELW11.85 LINTELWII LINTELW/i•k5
TO CITY SEWER OR SEPTIC TANK
FILE c0i PLUMBING RISE ER
N.T.S. FOR REF. ONLY FRONT ELEVATION
2" X 6" PIT OR TREX SCREWED AND GLUED IN PLACE
—2"X 10" LANDING MEMBERS (2 REQ'D.)
2" X IW END MEMBER 2" X 12" END MEMBER (1)
TYP. 2" X 12" TREAD
X C
io
xzV
in
u> I
m
C
N
3" VENT MAIM
LAV
2'
LAV'
2'2' WG N
3„ HWR
3' 2 2 m e'
C.O. VENT
KITCHEN LAV
2„ SINK
WASHER 2"_ 2„ WIC
2" '
nt� _ _-- — — — — — — — — — — — — — _
9 2" TYP. RUN i RC/7 FLR. _ C
+8.0' NGVD 1929 N
N
7%a' TYP. RISE nB � a
-H - 0
m
T ti
3a .� �, l 4" X 4" P/T POSTS C� E PS TYP. 12°° PIT STAIR STRINGER (3 REQ'D.) ' ,
fOX6 I I i uNrELw/l• wll-ar5 tnlrELwit +8.0 6'4�D
' a llkb cp� ' 11 1 S TE 1 N I[DETAIL 2„Wi STEM WALL, MEMBERS
S COND. 1929
AND VENTS BEHIND SHOWN
SBA r SCALE 112"= V-V HYDRO VENTS 3 IN FRONT AND REAR „
A s FLA MASTER BEDROOM
�O M 2 �' NI VAULTS' a�" I' X 4" PIT RAILING ASSEMBLE
USING STAINLESS SCREWS
Q_ REAR ELEVATION
LAT _0— _ �� ;, 4„ MAX r HccE PLANS AND ALL PROPOSED WORK
8' FLAT — — — — — — — — h 1" X 2" PIT SPINDLES ASSEMBLE ;UBJECT TO ANY CORRECTIONS
— ( USING sralNLEss scREws ktQUIRED BY FIELD INSPECTORS THAT:
MAY BE NECESSARY IN ORDER TO ' .i
COMPLY WITH AL1 APPLICABLE CDES: R-3o
OINSULATION
---- -- - 5 "V"CRIMP METAL FOORONG - -VAULT TRUSSES
�ON #90 FELT ON 518'° CDX� FLAT TRUSSES D
PLYWOOD WI CLi 'S BU`
0�.
t
aP�
w 2" X 8" FACIA BOARD ILDG DIVISION
� ST. LUCIE COUNTY L
CEILING BOARD AWED FOR
— - - - - m WED BY
_ I c Jan ST BE KEPT ON JOB
"SIMPSON"ETA/TSS pIN ECT�ONWILL BEM"h'
EMBEDDTRUSS
PRE-ENGINEERED ANCHOR & TRUSS SEAT
I I I I I TRUSS @ 24" O.C. SNAP -IN OR EQUAL
I I ° I I I I I > THIS STRUCTURE HAS BEEN DESIGNED
DRYWALL SCREWED TO AND REVIEWED FOR COMPLIANCE OF
I I I I I METAL FURRING STRIPS
FBC1606.1.4 FOR ONE OF THE FOLLOWING:
C I I I I I I AND WOOD VVINDOW
;-SEE LINTEL SCHEDULE APS22 INTERNAL wwo PRESSURE
2" X 4" PIT UPRIGHTS AT CORNERS FRAME
9 7 I I I I 1 9.41 1 1 I ATTACH TO LANDING MEMBERS ESE PLANS HAVE BEEN REVIEWED MIN. #4 VERTICAL BARS AT MAX 46 O.C. 11
WINDBOflNE DEBRIS PROTECTION
I I I I I I I I USING STAINLESS SCREWS MIN. 3" LONG. ACCORDANCE WITH THE FLORIDA eD AND AT BOTH SIDES OF ALL WALL OPENINGS IMP B7EFt1�RcSTtlCCt1NG t
I I I I I I I I (Int.)
-�-I I- I N_ RAILING — � Lit:TA I L BUILDING CODE, SEE SCHEDULE APS19 & 20
N - - --.-- MIN. #4 HORIZONTAL BARS AT MAX. 48" O.C.
SCALE: 1" = r 0"
I I I I I I I I I I I 9 1/2" TJI PRO 120TS JOISTS @ 24" O.C.
I I I i I CONCEALED FASTENERS OR ATTACHMENTS 314 r&G SUB -FLOORING SCREWED
I I ARE THE RESPONSIBILM OF THE AND GLUED IN PLACE PER CODE
L i I CONTRACTOR OfRE00M FIN. FLR. = +8.5'
//2X4 PIT PLATE g
+ NGVD 1929
I I I I I I I I I I I M
_ 8"X12"X16"
I BEAMBLocK
•' DBL. 2X10 CTR. BEAM- -- � ;
W/ 1- #5 CONT.
PROP R 8"X12"X16„
n+
r
Simpson Strong-TI6 CONCRETE BLOCK
.
1! � A H4 EACH JOIST TYP. STEMWALL
- ryw. +gieu
6, r✓ SI@ 2ir LSTA30
®7A" O.G. TYP.
SCALE:112" =1'4' SIMPSON LSTM m
OCEAN RESORTS CO.OR, INC. N TYP. N
5101 N. HIGHWAY Al 4"
FORT PIERCE, FL34949-8203
oZt�/l D X 20" W MONOLYTHIC Is.,D X 24" X 24" PAD EXISTING GRADE _
�- - - - - - - - - - S BARS W/ 10" HOOK MB DED 2 RSWI 10" HOOK MBE ED VARIES +3.09 T ® 1 6 MIN. 6" LAPPED 30" W1 MIN. 6" LAPPED 30"WI 3.66' .+ NGVD 1929
#5 VERTICAL BARS PER PLAN. #5 VERTICAL BARS PER PLAN.
Wind Force Specifications
/ Please be advised that the following statistics have been used to
design the wind force requirements for the subject building. CONCEALED FASTENERS OR ATTACHMENTS
1. Wind Speed 140 miles per hour ARE THE RESPONSIBILP OF THE
2. Wind Importance Factor 1'
3. Exposure Category C CONTRACTOR OF RECORD
4. Internal Pressure Category +/- 0.18
5; Pressures on Components 46.7 psf See attached Design
Pressures for Openings
- _
i 6. Foundation Soil Pressures 2000 psf l0 3500 psf soil -beating 1ZASTSIDE BUILDERS
LINTEL minimum available
Soil lateral loads design 30 psf SEBASTIAN, FLORIDA 589.4327; 633.0470
CERTIFIED STATEMENT HIMES RESIDENCE
48"X 48" ,�
,�/ LOT 359, OCEAN RESORTS A CO.OPERATNE; ST. LUCIE COUNTY, FLORIDA
t
VATION
CRAWL SPACE `� THOMAS W. CAREY, PEFLORIDA REG. 55741;
ACCESS
COS Enterprises, C118 Cooky
SEAL DATE SEBASTIAN, FLORIDA 589.5033 Fax 5899328
rev.
SCALE
aN2DATEaos OF
SHEET
J
TABLE 6
REINFORCEMENT FOR LINTELS
MINIMUM REBAR REQUIREMENTS FOR 6 INCH and 8 INCH LINTELS
�.�LINTEL
SPAN
m
—16
IW
oil
:
is
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5kVAVAVAVAVAVA1
VAVAV00
lot
so
Mmmmmm5kVA7000AVAVOOAVOOOAI
TAVOAVOATOOOOAVAVAVAVJ
e ,
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VAVA AAVAVOAVa<Vi AV UV VOAyd
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TABLE
I
TABLES
FOR REINFORCEMENT
REQUIREMENT
REINFORCEMENT REQUIREMENTS
FOR POLYSTEEL BUILDINGS
FOR 1 (ONE)
STORY OR TOP OF 2 STORY)
BUILDINGS
S
8 INCH FORMS
6 INCH FOR
SPAN BETWEEN
SEISMIC ZONES
SEISMIC
ZONES
SEISMIC ZONES
SEISMIC ZONES
BEARING WALLS
0, 1, 2A, 2B
3, 4
0, 1, 2A, 2B
3, 4
0" TO 60'-0"
V = #4 @ 24"o.c.
H= #4@ 48"o.c.
V
H
#3 0 12"o.c.
#3@ 16"o.c.
V = #4 @ 24"o.c.
H= #4 0 48"o.c.
V = #3 @ 12"o.c.
H= #3 0 16"o.C.
FOR BOTTOM STORY OF 2 STORY NOT FOR
-BASEMENTS)
8 INCH FORMS
6 INCH FORMS
SPAN BETWEEN
SEISMIC ZONES
SEISMIC
ZONES
SEISMIC ZONES
SEISMIC ZONES
BEARING WALLS
0, 1, 2A, 2B
I
3, 4
0, 1, 2A, 2B
3, 4
0" TO 40'-0"
V = #4 @ 24"o. c.
H = #4 @ 48"o.c.
�'
z
V =
H =
#3 0 12"o.C,
#3 0 16 o.c.
V = #4 0 24"o.c.
H = #4 ®48 o.c.
V = #3 0 12"o.c.
H 3 @ 16"o.c.
_ #
40' -0" TO 48'-0" = #
H = #4 0 48"o.c.
V = #5 @ 24,o.c.
48'-0" TO 60'-0" H = #4 @ 48"D.C.
w
1-
1. V = VERTICAL REINFORCEMENT, H =
HORIZONTAL REINFORCEMENT.
w
r
2.
TABLE 1 REQUIRES A MINIMUM OF 3,000
psi CONCRETE AND 40,000 psi
LU
JO
DEFORMED STEEL REBAR.
1.
"U" IS THE FACTORED LOAD (INCLUDES LIVE LOADS, DEAD LOADS and SAFETY FACTORS).
li
3.
TABLE 1 ASSUMES A WIND SPEED OF
100 MPH DESIGN WIND LOAD OF
(
34.7 LBS FT 2
%
a
2.
CENTER THE REQUIRED HORIZONTAL REBAR (AS SHOWN IN THE ABOVE TABLE) IN BOTH THE
Q
4..
TABLE 1 ASSUMES UNSUPPORTED WA
L-HEIGHTS THAT DO NOT EXCEED
10 FEET. FROM
BOTTOM AND THE TOP HORIZONTAL CORES OF THE FORM LINTEL.
U
FLOOR TO CEILING.
U
3.
THIS TABLE IS BASED ON FY = 40,000 psi and Fc = 3,000 psi.
w
5.
TABLE 1 ASSUMES A ROOF LIVE LOAD(SNOW
LOAD) OF 30 LBS/FT2 AND A FLOOR
4.
THIS IS FOR LINTELS WITH A MINIMUM HEIGHT OF ONE COMPLETE FORM UNIT (16 INCHES)
LIVE LOAD OF 40 LBS/FT 2
UJ
5.
LINTEL/LOAD CONBINATIONS WHICH ARE ON THE RIGHT OF THE HEAVY SOLID LINE REQUIRE
SHEAR REINFORCEMENT. STIRRUPS FABRICATED FROM #3 REBAR AND SPACED AT 6 INCHES
Q
r
6.
TABLE 1 ASSUMES ROOF AND FLOOR
DEAD LOADS OF 15 LBS/FT 2
r
ON CENTER OVER THE ENTIRE LINTEL' SPAN MUST BE USED IN ADDITION TO THE HORIZONTAL
m
7.
TABLE 1 SHOULD NOT BE USED FOR
BASEMENTS. SEE TABLES 2 1ttRU
(
5 FOR BASEMENT
m
REINFORCING SHOWN IN ABOVE TABLE.
6.
BUILDING CODES REQUIRE A MINIMUM OF 2 (TWO) #5 REBAR ABOVE WINDOW AND DOOR
a,
REBAR REQUIREMENTS).
POLYSTEELO
wm
OPENINGS POLYSTEEL40
_°
�o
b0
SCALE: 1" = 1'-0"
DATE:
''
SHEET
SCALE: 1" = 1'-0"
DATE:
SHEET
DESCRIPTION:
APS29
>
a-
DESCRIPTION:
APS27
o�
TABLE 6 — LINTEL REINFORCEMENT
a0
TABLE 1 - REINFORCEMENT
REQUIREMENTS
a °
a
a
°..,a ° Q
24" M . NTS SO—,o POURED a 4
aREINFORCED
d CONCRETE CORE
-AND LINTELS
PER WALL
a +t SECTION -
+1 a
°
4-71
a °
a ° °
'SOD X 6" HOT GALV. ° in
TIMBER TIES (TYP.) Q ° 4
PIT WINDOW OR
DOOR BUCK 1X MIN.
�. a z
°
88' U iRR� uETA
ELECTRICAL LEGEND WEATHERPROOF GROUND FAULT SCALE: 2"=1'
��'p� FLORESCENT FLORESCENT <FH TELEPHONE OUTLET
120I240103W NEMA 3R U POSSIBLE SINGLE
150 AMP. 10K AIC ENCLOSED �p,p I � 'RECESSED TUBE �r TELEVISION CABLEIANTENNA OUT CONOEALEd FAS 'N S OR A1�A�HMEiilh
CIRCUIT BREAKER ONLY WHEN �Q r� r
EXTERIOR UNIT IS REO'D. ELSE: 13~ EXHAUST FAN WITH LIGHT AREIHERESPONSIBII,11'1 OPee^^THE
150 AMP. MAIN BREAKER PANEL ® EXHAUSTFAN C4NlMY1MR Q�'I14�T6Y
120124D 10 3W NEMAI% CEILING LIGHT 4
POWER CO. METER 200AMP. MLO FANTHi
/ FLUSH MOUNT QUAD. GFI
RUN 1 #4 CU ® RECESSED LIGHT
TO 518" GROUND PANEL POSSIBLE EYE -BALL TRIM
RON AND COLD DIMMER SWITCH
WATER PIPE ® RECESSED LIGHT
/ VAPOR PROOF a 4 WAY SWITCH
2-41D 1-2/0 MCM THW AL. ® MINI S 3 WAY SWITCH FIR Copy
SERVICE CABLE RECESSED LIGHT
Q "J" BOX SINGLE POLE SWITCH
WALL LIGHT 220 VOLT OUTLET
EXTERIOR LIGHT
2-410 1-2/0 MCM THW AL. COACH LIGHT 220 VOLT DISCONNECT
IN 2- IMc SMOKE DETECTOR
ELECTRICAL RISER DIAGRAM. (NOT TO SCALE)
SWITCHED OUTLET FLOOD LIGHT
dil L2 i
qT
I I°" T- 3-J
,,—BOX FOR DOCK ELECTRIC
I dFl i
i it GI I I
OU T � w
A)-, II �NI
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( 1 /
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EL CTRICAL PLAN
igsi-J0MNt1HW--SIHffq!M3xwg, 415/2005 3:46:40 PM —L2 �r
-f L4--r
PSG i v PH
F L I'
I I I I
/P OVIDED ELECTRIC SMOKE
/ D TECTORS WITH BATTERY
CK - UP IN ALL SLEEPING
EAS AND STAIR LANDINGS
W1A ED SO THAT THE ACTIVATION I
— — )OF ANIY DETECTOR WILL ACTIVATE ALL. I
— — I AC36AIF1 ..!. / _ _ FAKPHT ' Pilo
j / OUQT by
1
7
Sp PH — — — -ALL BEDROOMS OUTLETS ARE REQUIRED
— — TORE AFCI PROTECTE^ 1002) KEG
I 1 o s' A.F.F. 1
I I 1 1 � 11 ry l I
\,F IGHT I
oU T I j
o ---� F----------
.'� L4 I
CONCRETE FILLED
POLYSTEEL® FORMS —
EXTERIOR FINISH--
FOR TYPICAL LINTEL
REBAR AND STIRRUP —
REQUIREMENTS, SEE TABLE 6
i
#3 STIRRUPS #3 STIRRUPS
••r,OJ
-INTERIOR FINISH LJ Li
SCREWED TO METAL o
FURRING STRIPS TYPICAL #5 REBAR #5 REBAR
`yY:JL DOOR FRAME TO
BE WRAPPED WITH 30# FELT
AND TO REMAIN IN PLACE TWO STIRRUPS ARE FABRICATEDFROM f3 REBAR, f y = ,40,000 PSI, AND
AFTER WALL 15 POURED INSTALLED IN EACH VERTICAL CORE (12' O.C.) ACROSS THE ENTIRE LENGTH
OF THE LINTEL AS SHOWN ABOVE, STIRRUP ENDS MUST BE HOOKED AROUND
II THE #5 HORIZONTAL REBAR WITH AT LEAST A 135 DEGREE BEND.
�i PRE -HUNG DOOR AND FRAME [ACI 318 (R 12.13.2,2)].
TYPICAL DOOR HEADER �$ TYPICAL LINTEL STIRRUPS
SCALE; 1" =1'-0' 22
POLYSTEEL(' -
SCALE: 1" _ 1'-0"
DATE: .SHEET
DESCRIPTION:
TYPICAL DOOR HEADER APS 1 8
EXtERIOR OF BLDG. i
I �
0 BE REMOVED I //
AND REUFED AS BLOCKING
SEE BUCK ANCHOR DETAIL
IOTERIOR OF
BUCK TO BE WRAPPED WITH
PLACE AFTER WALL REMAIN POURED
(OR USE PRESSURE TREATED LUMBER)
EXTERIOR AND INTERIOR FRAME
TO BE REMOVED.
MARK
DESCRIPTION CONCRETE LINTELS (HEADERS)
L2
64" W/ 2- #5 BARS W/ STIRRUPS @ 16" O.C.
L3
13'-4" W/ 2- #7 BARS W/ STIRRUPS @ 161, O.C.
L4
3'-B" W/ 2- #5 BARS W/ STIRRUPS @ 12" O.C.
L5
IT-1 0" W/ 2- #7 BARS W/ STIRRUPS @ 16" O.C.
fTSILL PLATE WITH 3- 4" CENTER
SLOTS OPEN TO POUR CONCRETE
__INTO FORMS BELOW or 2- 2"x 4° z POLYSTEEL®
SPACF.O AT CENTER. a
U
0_
CONCRETE LINTEL (HEADER)_ SCHEDULE
} ==(22A
m
w POLYSTEELD
INTERIOR AND EXTERIOR SCALE: 3/4" 1'-0" DATE: SHEET
FRAME TO BE REMOVED r
AFTER WALL IS POURED r DESCRIPTION:
0� LINTEL DETAIL WITH TABLE APS22
INTERIOR FINISH SCREWED TO
METAL FURRING STRIPS
TYPICAL
INTERIOR FINISH
TYPICAL WINDOW ROUGH -IN FRAMING
EXTERIOR FINISH n SCREWED TO
TYPICAL LINTEL; l ��METAL FURRING
r STRIPS TYPICAL.
11; I MARS TOP &, go
Trom
INTERIOP-AND EXTERIOR WITH #�J'EENT STIRRUPS IN 11 1
FRAME HI BE REMOVED ZZ EACH VERTICAL CORE 11'
AFTER WAL IS POURED — EXTERIOR I ( " D.C.) ACROSS THE .I
ENTIRE LENGTH OF
I II tI
O HEADER HEIGHT ONLY LINTEL OPENING. x 4" EXTERIOR FRAMEHESE PLANS HAVE SEED REVIEWED , oR 2"x
O REMAIN (OPTIONAL) sJ ACCO�DAN�E WITH THE FLORIDA TYP. WINDOWS INNER FRAME
tOAS REQUIRED BY
UILDINGCODE, WINDOW FRAME
INTER. FIN.SCREWED 70OOR BUCK TO WOOD WINDOW FRAME
I I E WRAPPED WITH 30# FELT
LANEDA
ORUSE TO REMAIN IN PLACE o z EXTERIOREXTERIOR FINISH RTED PRESSURE � FINISHLUMBER) 1° I LU ICONCRETE FILLEDB LINE FINISH 1 ` POLYSTEELS FORMS T
o I '11
a
TYPICAL DOOR ROUGH -IN FRAMING z i
D R AND WINDOW ROUGH —IN FRAMING
20 m WINDOW HEAD AND SILL 1s
r
POLYSTEELD SCALE: 1 =1 —0
ow m POLYSTEEL®
SCALE: N.T.S. DATE: SHEET =p1
/) 0' SCALE: 1' -1-0 DATE: SHEET
DESCRIPT141: A P S L 0 kDESCRIPTION:
DOOR AND WINDOW ROUGH -IN FRAMING O.
WINDOW HEAD AND SILL OPENINGS APS1 g
TRUSS�
WOOD BLOCK " THESE PLANS AND ALL PROPOSED WORK
_�l�AP STRAPAROUND ARE SUBJECT TO ANY CORRECTIONS
ATTACH VV1 �6d SAILS BLOCKING AND TRUSS REQUIRED BY FIELD INSPECTORS THAT
ANCHOR STRAP ' MAY BE NECESSARY IN ORDER TO.;
COMPLY WITH ALL APPLICABLE CODES,
DE AIL FOR RUSSES S"O'ET OFF -CENTER
SCALEI 12qp -FO " 1/2" AWAY FROM ANCHOR %STRA
NOT TO
Wind iForce Specifications
Please be advised thati;the following statistics have been used to
design the wind force requirements for the subject building.
1. Wind Speed 140 miles per hour
2. Wind Importance F ctor 1
3. Exposure Category r C
4. Internal Pressure Category +/- 0.18
5. Pressures on Comp nents 46.7 psf See attached Design
Pressures for Openings
EASTSIDE BUILDERS E SHEET
6. Foundation oil Pressures 2000 psf to 2500 psf soil -bearing
minimum available 633.0470
Soil lateral loadsdesign 30 psf SEBASTIAN, FLORIDA 589.4327;
CERTIF TEMENT HIMES RESIDENCE
y LOT , OCEAN RESORTS A CO.OPERATIVE; ST. LUCIE COUNTY, FLORIDA „4`A";-0••
TH I Y, PE; FLORIDA REG. 5574
�. I I t7 CDs Enterprises, Cliff Cooley 4 YES OF SHEETS
SEAL DATE SEBASTIAN, FLORIDA 589.5033 Fax 5894M DRAWN By Cie
0
■
H:1DrawingslJOHNLIHIMESIHIMES-4.dwg, 4/5/2005 4.00:10 PM
14'—
PVC
n`
II
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED _ RED BY FIE
LD INSPECTORS THAT
MAY BE NECESSA
RY N
�
ORDE
R T0
j _MPL�WITHALLAPPLiCABLECODEStI .
—--78'•3
PUNS HAVE THESE P CA
H
E _ BEE
N
N RE
VIEWED IEWE
-- 3
D
N ACCO
RDANCE A C C 0 R
E WI
TH TH
E IFLORIDA
BU
ILDING
L
ING
0 o D
CODE,
I 1
i II I 1 I % 1 11 I
I I N i i 1 w CONCEAI ED cwc
_ NERS OR ATTACHMENTS
Q ARE THE RESPONSIBILITY OF THE
1 I AC36AI4 I 1
I &dlerl I I I O- CONTRACTOR OF RKORp
IN I I I I �
CEILING] — I Z
cc
1 I <
0
II I
I bo
II I x
60
LF Emu.
rY
co
LOT EXTENDED SQ. FT. 2937.450
ASTDE BUILDERS rev. SHEET
SEBASTIAN, FLORIDA 589-4327; 633.0470 4
I-IIMES RESIDENCE
LOT 359 OCEAN RESORTS ACO-OPERATIVE; COUNTY FLORIDAFLORiDA
a•_
r-0:,SCALE
DATE OF SHEErS
COS Enterprises, Cliff Cooley 415r2005
4
SEBASTIAN, FLORIDA 589.5M Fax 5OM28 DRAWN BYc
o
ALL WALLS SWOUJN ON THIS L,AYCLIT
.3
ty BOISE CASC DE' "BCI 40", Il -1/8" DEEP SPACED AT 24" O.G.
O I
DBL. 2XIO BEAM
BY BUILDER
�!1
Ifs
f /
i : ®/ A.H.U.
°° IN CEILING
:LAT CLG.
AT 13'-0"
Ipm,
01,
�15(
wl
®I®ImImog!�l�
52'_01 8, 0„
--�
I
a
12
I,646RENDEDA
Q
0
z
w
w
m
Q
m
ARE TO BE LOAD BEARING
= 12'-0"
I
i
= VAULTED CLC3.
e r�wi Vv i o r � r ilVw
TRU55 BEARING HEIGHT 5CN DULE
APPROVED TRUSS ANCHOR BY BUILDER
ALL FLOOR JOIST ARE "BCI 40" 2X4 MINIMUM TOP AND BOTTOM CHORDS
BOISE CASCADE WOOD PRODUCTS PLUMB CUT OVERHANG
FLOOR JOIST SCHEDULE
QTY.
SIZE
31
II '1/8" DP. X 22'-0"
31
TOTAL
PROOF LOADING
TOP CHRD. (LIVE LOAD)
20 ps.f.
TOP CHRD: (DEAD LOAD)
I p.s.F.
BOT. CHRD. (LIVE LOAD)
10 p-S.f.
BOT. CHRD. (DEAD LOAD)
"10 p.s.F.
TOTAL LOAD
41 p.s.f.
DURATION FACTOR
1.25
STANDARD HEEL HEIGHT 112
41 POUND LOADING 3.�5
140 MPH UJIND SPEED ASCE 71-SS
CAT. II, EXP. C (CLOSED BLDG.)
4
2
�I2
3'
}
1'-0'I
81I
UNLESS NOTED 5fRG
OTHERWISE
T'' FICAL TIRU55 END D T,AIL
-t-
NOTE :
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITI
NS,
INCLUDING ROOF PITCH, HEEL HEIGHT OVERHAI
IGS, ETC
3) TRUSSES WILL BE MADE IN STRICT ACCORfz,NCE
WITH THIS TRUSS LAYOUT,
SIGNED
TITLE
DATE
ALL SPACING IS 24" O.C, EXCEPT AS S
WN
DO NOT CUT OR ALTER TRUSSES WITH
UT
AUTHORIZATION FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIMENT
OF
ANY BROKEN COMPONENTS AND/OR MISSING PI .
ES.
NO BACKCHARGES WILL BE HONORED.,
WARNING
ERECTION BRACING AND/OR PERMANENT BRACING IS NOT THE RESPONS11
LITY OF
THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR.
ERSONS
ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REG
RDING
ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING
D
DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE
EQUIRED
IN SPECIFIC APPLICATIONS. SEE "BCSI_B1 SUMMARY SHEET -GUIDE FOR H
NDLING,
INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WH
E NO SHEATHING
IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE
5RACED
AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLE
REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONA
WITH
INJURY.
NOTE:
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT
TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO
SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRU
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICA
EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS)
IN
TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON
APPROVED TRUSS LAYOUT PRIOR TO FABRICATION.
SEV
NOTE:
I' • ALL BEAMS AND HEADERS ARE BY BUILDER.
-� -0° 5'-0° f3'R 5'-6 • FRAME DOWN AS NECESSARY, BY BUILDER.
•• "BCI" JOIST REFERENCE CATALOG "SBRG 12/2000"
SECTION "A". "All /
3 " WE SUPPORT THE BEST "
5225 45M STREET
VERO BEACH, FL 32967
PH 772-567-9994 — FAX 772--567 9997
CUSTOMER:
EA5TSIDE BUILDIER.5
PROJECT:
NINES RESIDENCE
SCALE DATE: DRAWN BY: DRAWIN NUMBER:
1/4 4/ro02005 IDLT/KD51 5 35ro
PERMIT SET