HomeMy WebLinkAbout2008 - Addition Phases I, II & IIIA MIL ARM � 1� a* AM
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA 32958
772�589 �5047
lug]A& 0 JAMM - - ml 0
1 '*'4 -
RAFTING AND DESIG BY CLIFF COO EY
SITE ENGINEERING MBV ENGINEERING I \4C.
!I Mimi 017.1w
r
Mi
INDEX OF DRAWINGS:
PHASE ONE ARC �ITECTURAL DRAW SGS; 2
PHASE TWO ARC �iITECTURAL DRAW NGS; 1
:'AGES
PAGE
PHASE THREE ARCHITECTURAL DRAWINGS; 4 PAGES
RECEIVED
JAN 31 2000
P $ 2 Growth Mgnt.
C
i
DR1 3068 S/C
W/ PANIC HARDWARE
PER CODE 101-7.2.1.7
SELF LOSER
b I I I I I III III 1 1 1 1 1 1 IJ_J_LI qI I I II I I I 1 1 P I- _- --❑ I I I I I I I I I ISM
PER FBC 1005.1; 36" EGRESS
@ .2 " PER PERSON ALLOWS
PER FBC 1004.1.2; 756 SQ. FT. @ 20 SQ.FT. 180 PERSONS
PER OCCUPANT = 38 OCCUPANTS REQUIRED 19 3 -
MAX. DIST. TO EXIT 22' AT THIS EXIT
o
a
P
II -
��:NURSERY
WUGl X O
H/d
5/8" TYPE X GWB APPLIED
\ O PARALLEL TO EACH SIDE OF
2x4 STUDS @ 24" O.C.
r -
C x xx x ,xx
;57� TYeE X GWB APPLIED
D
PARALLEL TO EACH SIDE OF
STUDS @ 24" O.C.
oN0
TOD
\ "fm DR_E_N'§LHURCH V r r
W
Q - 5/8" TYPE X GWB APPLIED 2 0
® 2A v>
a /fes@DE
` AS S ROOM
o \�
0 PER BC 1005.1; 36 EGRESS
_
V@.2' PER PERSON ALLOWS
180 PERSONS 5/8", TYPE X GWB APPLIED
(/) \ REQUIRED 19 --
PARALLEL TO EACH SIDE OF �
AT THIS EXIT
2x4 STUDS @ 24" O.C. r r
Qxx -
I� �— cx»��oont—�txxxmt>oixx�k����ic�c�t�5c��k_-r
Z PER FBC 1004.1.2; 235 SQ. FT."@ 20 SQ -FT.
u1 PER OCCUPANT =12 OCCUPANTS O
It— Bo MAX. DIST. TO EXIT 38'
W-
Cn 191-211
a v
CL
N
0 0
NEW CLASSROOM,/4 r/ 2
31/2" SOU P BATTS
41a,�r�7yp�nnnnnnnAmm n ?WM nnnnna i r
E V V C LASJC9AP
Q.FT.
PER 12
OC
r--
�� MAX. DIST. TO EXIT 5
e> j l2J
P _
r
r j
r ,
19-1
IIIIIIIIII -
IIIIIIIIII❑II IIbIIIIIIII
�i 11'-6 2" 1�
00
i
IN
11
5f8" TYP GWB APPLIED 2
PAE3ALLE EACH SIDE �SF,L
\� 2x4 S< UDS 24�0C.
PER FBC 1004.1.2; 235 SQ. FT. @ 20 SQ.FT.
2 PER OCCUPANT =12 OCCUPANTS
MAX. DIST. TO EXIT 48'
19'-2"
0
0
iW
LULU
NEW CLASSROOM 1
31/2,SOUND BATTS
PNEW1-GUASSROOM 2
PER OCCUPANT =12 OCCUPANTS 0
MAX. DIST. TO EXIT 60'
Qw
0
W
2
co
� a
C3 / z
Z_o
SiYds YO07d �I > N
xu it WS
lllpll�lhlllllllll�l
22'-5"
45' PHASE 1 SUNDAY SCHOOLS ADDITION
i 45' NEW ADDITION
FLOOR PLAN
19'-1" -0
0
w
Lq I_ I I I ;-J-i--I 101 1 1 1 11 11 1 01-111Uj
�r 6 11'-0%"
DOOR AND FRAME SCHEDULE
DOOR
SIZE FRAME Hardware
MARK WD HGT THK Style MATL FINISH ELEV. MAIL FINISH
Hinged - Single - DEADBOLT, PASSAGE LEVER, ADA
1 3'-0" 6'-8" COMPOSITE PAINT COMPLIANT THRESHOLD,
WEATHERSTRIPPING, CLOSER
t
ADDHEADER REMOVE WALL
EXISTING ELECTRICAL PANEL
TO REMAIN UNDISTURBED
•
0
FIRE RATING
01
- I y
V
ASE 1
NURSERY
BATH ACCESS
GF1
III -
II
I(D
II
II II
II II
OC? C? C? O
e e }
'i
T
REQUIRED
2
2 3'-0"
6'-8"
1 3/4"
Hinged - Single - 20
MINUTE
SOLID
CORE WOOD
STAIN
A WOOD PAINT PASSAGE LEVER, SPRING HINGES 20 MINUTE 10
3 3'-0"
114" =1'-0"
6'-8"
_
1 3/4"
Hinqed - Single
HOLLOW
CORE WOOD
STAIN
A _ WOOD PAINT KEYED LEVER -- 1
4 6'-0"
g;_0;;
1 3/4"
Bifold - Double
HOLLOW
CORE WOOD
STAIN
-- -- -- TRACK HDWR, PULL KNOB -- 2
5 2'-0"
6'-8"
1 3/4"
Hinqed - Single
HOLLOW
CORE WOOD
STAIN
-- _ WOOD PAINT KEYED LEVER, SPRING HINGES _ -- 1
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I I
I
I
I I
I
i
I
I
I
I
I
I
I
I
I
I
SLAB P
I
I
I
I
#5 BARS 18" LONG @ 48" O.C.;
EMBED IN EXISTING FOOTER 6"
I
I
4" 411
I .
2 — #5 CONT. TYP.
AT EXT. WALLS
I
i
I
I
I
I
I
I
I
I
I I
i
I
I
I
I
I
I
I
I
I
I
i I
I--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
45' - - -
I JOINT- � l
2 LAYERS OF 518" 16" JOINT TO JOINT
TYPE X DRYWALL
JOINT
INDICATES 1 HOUR FIRE RATED CEILING �INDICATES
1 HOUR FIRE RATED WALL CONTINUOUS T01 HOUR FIRE
RATED CEILING.
BASE LAYER 5/8" TYPE X GYPSUM WALL BOARD
APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES ONE LAYER 5/8" TYPE X GYPSUM WALL BOARD OR
24"O.C. WITH VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES
1 1/4" TYPE W OR S DRYWALL SCREWS 12" O.C. FACE TO EACH SIDE OF 2" X 4" WOOD STUDS @ 24" O.C. WITH
LAYER 5/8" TYPE X GYPSUM WALL BOARD APPLIED AT 1 1/4" TYPE W DRYWALL SCREWS 12" O.C.
RIGHT ANGLES TO TRUSSES WITH
1 7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS STAGGERED 24" ON OPPOSITE SIDES
JOINTSAND INTERMEDIATE TRUSSES AND 1 1/2" TYPE G
DRYWALL AT 12" O.C. PLACED 2" BACK ON EITHER SIDE PROVIDE 2" X 4" HORAZONTAL FIRE STOPS BETWEEN
OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER STUDS MAX. 48" O.C.
JOINTS. WOOD TRUSSES MIN. 1/2" WOOD STRUCTURAL
PANELS APPLIED AT RIGHT ANGLES TO TRUSSES W/ 8d DOORS IN THESE WALLS SHALL BE 20 MINUTE
NAILS. APPROPIATE ROOF COVERING FIRE RATED
FIRST FLOOR WINDOW SCHEDULE
SIZE
MARK WIDTH HEIGHT Style MATERIAL REQ'D Manufacturer
A #25 Single Hung ALUMINUM 4 PGT WINGUARD
CALVARY BAPTIST CHURCH OF SEBASTIAN
PHASE
H SE 1 CBS
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328
NOTES
EGRESS
fev.
SHEET
SCALE
114" =1'-0"
DATE
OFSHEETS
2
11-14.2007
DRAWN BY CiC
J
�i 1 1 1.,1 1 1 1 1—i--H—I I I I I I" I I I Iv_I I I I I I 111110 1 1 1 1 ® _ �_ __ I I I I I I I I 11 1 11 1 0444+j -:El 11 11 1 1 11 1$1131
_\ P — FIREEXT. PLACEMENT
PER CODE NFPA 10
� 1 ,
y
FAN FAN i FAN
C ' OUTLET OU ET ( OU ET
cm \ II
\ II II
r T
� II
Z —
_ I \
CHILDREN'S URCH - -
Q
J
0
Q
t/a
r
Lu
Q
a
(D -
9
TEEN CLASS{. ROOM
xXXx /
<F \I
2
19'-2"
/if,
M FAN
04 o�7CEr
NEW CLASSR0
0
M'4 /�� 2
yp�rnnnnnnnru�ni� �snnrtr�,w�;;�n,°r�nnnnnnnnr�nnnnn��nnnn nnnnnnnnnnnniv�
NEW CLASSROOM 3
r FAN O
70
r \
OUTLET
I
UdE 8007d
19'-111 N»t.8eg
I I I I'j-+EIIj 1 11 g I I I I I I I I I I I I I 101 I� I I' I I I I 1 1 1 1 4
O
j
m
1
' J '
0
0
Lu
0
w
0
W
0
W
NEW CLASSROOM 1
NEW CLASSROOM 2 -
o
r �
Lu
0
LLJ
FAN
OUTLET
L
111111111 Ilgllllllllicplllllll�
ELECTRICAL PLAN.
45' PHASE 1 SUNDAY SCHOOLS ADDITION
—
NEW ADDITION
FRONT ELEVATION
1
i
EXISTING'
EXISTING
I
neo VERIFY
__?:.A/2:' I 12 PITCH
51'-6" NEW ADDITION
J�
LEFT ELEVATION
EXISTINO
EXISTING
NEW ADDITION
NEW ADDITION
a
m
TYPICAL WALL SECTION
METAL ANCHOR STRAP IN 1121'= 11-01, -0n
CONCRETE BEAM AT EVERY
TRUSS LOCATION AS PER
CONNECTOR SCHEDULE --
FIBERGLASS SHINGLES ON TITANIAM UNDER LAYMENT
FELT ON 5/8" COX PLYWOOD W1 CUPS
ROOF PITCH MATCH EXISTING
METAL DRIP STRIP I [J lJ -M M U lJ U U 1 I T
ALUMINUM FASCIA OVER INSULATION IN
2"X4" FASCIA BOARD f� M MAIN ATTIC R-30
1/2" CEILING DENSITY BOARD
SOFFITS VENTED 2"X 4" PRE-ENGINEERED, APPROVED,
ALUM, PRE -FAB WOOD TRUSSES ON 24" CENTERS
PORCH CEILINGS TO
NOTE, PRE -CAST LINTEL OVERALL BE EXTERIOR SOFFIT
OPENINGS IN BLOCK WALLS. BOARD �_2 COURSES 8"X 8" BEAM BLOCK W/ 1 #51N
EACH BLOCK. BLOCKS FILLED WITH
SEE FLOOR PLAN FOR WINDOW AND CONCRETE
DOOR TYPES AND SIZES
1/2"DRYWALL
3/4" PIT FURRING
CONCRETE LINTELS @ 16" O.C.
OVER ALL OPENINGS #5 VERTICAL BAR LAPED30"W/#5 BAR W/
W/ 1- #5 CONT. 10" HOOK IMBED MIN. OF 6"INTO FOOTER.
SEE FLOOR PLAN FOR LOCATION AND
SPACING. e
� O
FY -FOIL R-4.2 UNLESS °p
8"X 8" CONCRETE BLOCK NOTED OTHERWISE
SILL STUCCO \
E� 4" CONCRETE SLAB 3,000 PSI MIN. W/6X6,
'– FINISH FLOOR 4"ABOVE FINISH GRADE JOHO WWM ON 6 MIL. VAPOR BARRIER ON
WELL COMPACTED, TERMITED TREATED
FILL, W/ SMOOTH TROWEL FINISH.
FINISH GRADE
20" W X 16" D FOOTING W12#
�— 5 REBAR CONT. MIN. 3" COVER
20" J,
CALVARY BAPTIST CHURCH OF SEBASTIAN rev. SHEET
I s LASE I CBS
' 123 THUNDERBIRD DRIVE 2
i�
SEBASTIAN, FLORIDA
SCALE
1/4"= V-0"
DRAWN AND I OR DESIGNED BYCDS Enterprises, Cliff Cooley DATE OFSHEETS-
11.14.2007 2
SEBASTIAN, FLORIDA 589-5033 Fax 589-9328 DRAWN BY CIC
O
N'
ASE 1
NURSERY
BATH ACCESS
NURSERY
GFI
I1
I I II II
0
oTODDLERS
w
0 (:D
� II
2 II
EXISTING ELECTRICAL PANEL �l!
TO REMAIN UNDISTURBED •
z —
Cn
X
LU w
LO o
L •
LU
e e
° )
U
�/ r/
wU)w
><
V
o \
w
w
0
w � ,
�I I II
II II
II II
I II Il
II �I
I II PORCH II
II II I
EXISTING
FELLOWSHIP
HALL
WALLS TO
BE REMOVED
PHASE 2
OFFICE
MOVED
— a
I
II
II
_ II
II
I ,
it Iz
cc
N
4v U
z
d Q
_ N _ d - T I _�
II Z
ZD
3 II J
+r
N Z
I
w
1 IX
EXTENDED SANCTU��kky
S NCTUARY
N 01/ATE a
I
' 61'-10" ± Total length of extended sanctuary phase two seating capacity 150
as
45'-10" ± Length of existing sanctuary current seating capacity 100 16' + ddition Ile gth of xtended sanctuary
II I. II C II I li it li I1 I. II �
PHASE 2 MODIFICATIONS TO BE DONE UPON FINISHING OF PHASE 1 WHEN THE ADDITIONAL SUNDAY SCHOOL ROOMS BECOME AVAILABLE.
PHASE 2 MODIFICATIONS INVOLVE THE VAULTING OF THE FLAT CEILING IN THE 16 FOOT EXTENSION WHICH INVOLVES THE REMOVAL OF THE WALL AT THE END
OF THE EXISTING SANCTURARY AND THE WALL SEPARATING THE CURRENT SUNDAY SCHOOL ROOM AND OFFICE.
THE CURRENT PLATFORM / STAGE WILL BE SHORTENED TO FIT INTO SANCTUARY EXTENSION.
14' EXISTING FRAME BUILDINC
EXISTING PRE-ENGINERED ROOF TRUSSES
COVERING SANCTUARY EXTENSION
,,-2X12 RAFTERS ATTACHED TO EXISTING
PRE-ENGINEERED TRUSSES
USING MIN. 3-10d NAILS FROM EACH SIDE
\ AT EACH POINT OF ATTACHMENT.
TO BE REMOVED AFTER 2X12 RAFTERS ARE IN PLACE /
/ SANCTUARY EXTENSION INTO EXISTING CLASS
SS ROOM AND OFFICE
i
1.
VAULT RAFTER DETAIL
CALVARY BAPTIST CHURCH OF SEBASTIAN
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA
DRAWN AND I OR DESIGNED BYCDS Enterprises, Cliff Cooley
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328
rev.
SHEET
1
SCALE
114" =1'-0"
DATE
OF SHEETS
112712008
DRAWN BY CIC
C
M
N
KW9
0
6
cl
23'-54" i
33' -1Y4" -
13'.5Y4"
3-#5 CONT. TYP.
2'—
AT EXT. WALLS
30'-11y"
\ \ I 4
I�
I I l
Vi
} INT. BRG. FT
I I II
3#5 (TNT. TYP. F
IT E -IT WALLS 2'--
I I II
z
I I II I
I I II
I I�
II I
I I II I
i�
/ / I
q
/
z
z
Y -r —�
5'-93/"
''3,-54"
i
1/4" X 6" PLATE WELDED TO PIPEITUBING
ON BOTH SIDES OF TRUSSES
SIZE OF PLATE AND SIZE AND NUMBER
OF BOLTS SUBJECT TO ENGINEER
/ RTEEL PIPE/TUBING
/ FINAL SIZING SUBJECT TO ENGINEER
[2Y4" SUBJECT TO ENGINEER
4"4
33'.1%`
?01–
FOUNDATION
SCALE:
01_SCALE: 3/16" = V-0"
TRUSS COLLAR
SCALE: 1 " = 1'-0"
22'-114"
27'-54"
<-o
24" X 24" X 12" 3,000 PSI
CONCRETE PAD W/ 3- #5
BARS. 18" LONG EACH
WAY TYP. (2)
13'-2"
O
O Cn � O
DINENS/ONAL SHINGLES ON T17
ON 518" COX PLYWOOD W/ CLIP,
(SEE ELEVATION FOR ROOF Pi
METAL ANCHOR STRAP IN
CONCRETE BEAM AT EVEY
TRUSS LOCATION
AS PER NOTES
VV/Z4- 40 GUN 1.
-- MIN. LAP AT JOUNTS 30"
6y\
L-1/2" CEILING DENSITY BOARD
1/2" DRYWALL
3/4" PIT FURRING
@ 16" O.C.
0
PRE-ENGINEERED, APPROVED,
PRE -FAB WOOD TRUSSES SEE
TRUSS LAYOUT
112" CEILING DENSITY BOARD
- BEAM BEARING =F.F.E. +12.011
2x4 framing for chase
y- ------#5 VERTICAL BARS LAP 30" WI #5 BARS W/ 10"
I HOOK IMBED MIN. OF 6" INTO FOOTER.
= SEE FLOOR PLAN FOR LOCATION AND SPACING.
C" X 8" CONCRETE BLOCK
DURA -WALL EVERY 3RD. COURSE
-----_R-MAX R-5 UNLESS
r I NOTED OTHERWISE
4" CONCRETE SLAB REINFORCED
W/ 6" X 6" 414 W.W.M. SUPPORTED
113 THE DISTANCE FROM THE TOP FOYER AND BATHS TILE.
OF THE SLAB W/ APPROVED ALL OTHER COMMERCIAL
SUPPORTS 36" O.C. EACH WAY GLUED DOWN CARPET. FIN. FLR. _ +0.011
-------------- — — — — — — — — —
�� 1� — III—III=III=IIIA CLEAN, TREATED, COMPACTED FILL
PER ENGINEERING SPECIFICATIONS
16"X24" FOOTING 345 BARS CONTIN.;
IN. LAP 30'; #5 BARS W/ 10" HOOK, MIN. COVER 6"
SPACED @ 48" O.C. AND EACH SIDE OF ALL OPENINGS;
LAPPED MIN. 30" W/ #5 VERTICAL BARS INTO POURED BEAM
TYPICAL FOOTER / SANCTURARY WALL DETAIL
SCALE" 1" =11,011
—EXTRA HEAVY DUTY TRUSS HANGER /
METAL ANCHOR STRAP IN TYPICAL WALL SECTION
CONCRETE BEAM AT EVEY �
TRUSS LOCATION AS PER NOTES 112"= 10"
DIMENSIONAL SHINGLES
ON • NT
ON 31 TAINUM E
COX PLYWOOD
/8""W/CLIPS \
(SEE ELEVATION FOR ROOF PITCHJ
METAL DRIP S
P�- ISULATIONIN \
G f^ ALUMINUM FASCIA OVER MAIN ATIC R38
2"X 6" FASCIA BOAR
`
SOFFITS VENTED 1/2"CEILING DENSITYBOARD
i 2"X 4" PRE-ENGINEERED, APPROVED,
ALUM. PRE -FAB WOOD TRUSSES ON 24" CENTERS
• �j`' - 2x4 framing for chase PORCH CEILINGS TO
BE EXTERIOR SOFFIT
BOARD COURSES 8"X 8" BEAM BLOCK W/ 1 #51N
�J EACH BLOCK. BLOCKS FILLED WITH
N CONCRETE
r
LII CEILING DENSITY BOARD
CONCRETE COLUNM W/4 #5 BARS VERTICAL
112" DRYWALL (8 PLACES; NOTE: CONCRETE LINTELS OVERALL
OPENINGS.
_SEE FLOOR PLAN FOR WNDOWANDDOOR
314" PIT FURRlIG TYPES AND SIZES
111 @ 16" O.C. 1/2" DRYWALL
— 3/4"PITFURRING
@ 16" D.C. .N
—CONCRETE LINTELS t #5 VERTICAL BARS LAP 30" W/#5 BARS W/
T OVER ALL OPENINGS io"HOOKIMBEDMIN.OF6"INTO FOOTER.
#5 VERTICAL BARS LAP 30" WI #5 BARS WI 10" I SEE FLOOR PLAN FOR LOCATION AND
- -- HOOK IMBED MIN. OF 6" INTO FOOTER WI 1- #5 CON'T.
SEE FLOOR PLAN FOR LOCATION AND SPACING. 8"X 8" CONCRETE BLOCK SPACING.
R-MAXR-5 UNLESS
DURA -WALL EVERY3RD.
-. ---POURED CONCRETE COLUMN 4. #5 BARS VERTICAL COURSE i� NOTED OTHERWISE
srucco 4" CONCRETE SLAB REINFORCED
UNLESS
NOTE OT
D OTFINISH FLOOR 4" WI 6" X 6" 414 W.W.M. SUPPORTED
NOTED SILL ABOVE FINISH GRADE 113 THE DISTANCE FROM THE TOP
a" CONCRETE SLAB REINFORCED OF THE SLAB IN/APPROVED
W16" X 6.414 W.W,M. SUPPORTED SUPPORTS 36" O.C. EACH WAY
113 THE DISTANCE FROM THE TOP FOYER AND BATHS TILE.
OF THE SLAB WI APPROVED ALL OTHER COMMERCIAL -
�— SUPPORTS 36" O.C. EACH WAY GLUED DOWN CARPET.
1 / FIN. FLR. _ +O.O" FOYER AND BATHS TILE.
T _ t — — — — — — — — — — — — _ ALL OTHER COMMERCIAL
- I I I=1 11=1 11=1 11=1tl\ / GLUED DOWN CARPET.
CLEAN, TREATED, COMPACTED FILL — I 1-1I I -1I I III _ I PER ENGINEERING --7 FINISH GRADE
�I I I— III—I � I—III—III = ;,..,
I U ��� SECTION "A11 a
-111=1 I V.
}�==1=_1 I SCALE" 1�=1-0„1--I N BARS
2`4�„
24 WX16 DFOOT/NGW/3#
1 I ElIII— I I_ _MNXLAP 30”; #5ARS WHOOK,
COVER 6" P 5 REBAR CONE MIN. 3" COVER
—III—III—III—III—III—III=III—III— SPACED @ 48" O.C. AND EACH SIDE OF ALL OPENINGS; rex. SHEET
—III I —1 I I=I —I 11—III—I-1 I I_I I
LAPPED MIN
.3o"WI #5 VERTICAL BARS INTO POURED BEAM CHANGEDFCALVARY BAPTIST CHURCH OF SEBASTIAN MTEMWAL,a�s14a 2
I�l srEuwau ro
_y SECTION "A„ SANCTURARY ADDITION PHASE 3 7-23-2WWill-- L 11 314 123 THUNDERBIRD DRIVE
SCALE 11 - 11 SCALE
=1-011 ---SEBASTIAN, FLORIDA 3116" -0"
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley GATE OF7 SHEETS
1127M008
SEBASTIAN, FLORIDA 589-5033 Fax 589.9328 DRAWN BY CIC
i�
I
I4"
I
<-
13
' V
- 05 CONT. TYP.
AT EXT. WALLS
� 2' N
co
I
i
m
�
I
U)
L—_J
z
U)
X
W
I
N
I
I
I
I
I
I
I
�I
8'
22'-114"
27'-54"
<-o
24" X 24" X 12" 3,000 PSI
CONCRETE PAD W/ 3- #5
BARS. 18" LONG EACH
WAY TYP. (2)
13'-2"
O
O Cn � O
DINENS/ONAL SHINGLES ON T17
ON 518" COX PLYWOOD W/ CLIP,
(SEE ELEVATION FOR ROOF Pi
METAL ANCHOR STRAP IN
CONCRETE BEAM AT EVEY
TRUSS LOCATION
AS PER NOTES
VV/Z4- 40 GUN 1.
-- MIN. LAP AT JOUNTS 30"
6y\
L-1/2" CEILING DENSITY BOARD
1/2" DRYWALL
3/4" PIT FURRING
@ 16" O.C.
0
PRE-ENGINEERED, APPROVED,
PRE -FAB WOOD TRUSSES SEE
TRUSS LAYOUT
112" CEILING DENSITY BOARD
- BEAM BEARING =F.F.E. +12.011
2x4 framing for chase
y- ------#5 VERTICAL BARS LAP 30" WI #5 BARS W/ 10"
I HOOK IMBED MIN. OF 6" INTO FOOTER.
= SEE FLOOR PLAN FOR LOCATION AND SPACING.
C" X 8" CONCRETE BLOCK
DURA -WALL EVERY 3RD. COURSE
-----_R-MAX R-5 UNLESS
r I NOTED OTHERWISE
4" CONCRETE SLAB REINFORCED
W/ 6" X 6" 414 W.W.M. SUPPORTED
113 THE DISTANCE FROM THE TOP FOYER AND BATHS TILE.
OF THE SLAB W/ APPROVED ALL OTHER COMMERCIAL
SUPPORTS 36" O.C. EACH WAY GLUED DOWN CARPET. FIN. FLR. _ +0.011
-------------- — — — — — — — — —
�� 1� — III—III=III=IIIA CLEAN, TREATED, COMPACTED FILL
PER ENGINEERING SPECIFICATIONS
16"X24" FOOTING 345 BARS CONTIN.;
IN. LAP 30'; #5 BARS W/ 10" HOOK, MIN. COVER 6"
SPACED @ 48" O.C. AND EACH SIDE OF ALL OPENINGS;
LAPPED MIN. 30" W/ #5 VERTICAL BARS INTO POURED BEAM
TYPICAL FOOTER / SANCTURARY WALL DETAIL
SCALE" 1" =11,011
—EXTRA HEAVY DUTY TRUSS HANGER /
METAL ANCHOR STRAP IN TYPICAL WALL SECTION
CONCRETE BEAM AT EVEY �
TRUSS LOCATION AS PER NOTES 112"= 10"
DIMENSIONAL SHINGLES
ON • NT
ON 31 TAINUM E
COX PLYWOOD
/8""W/CLIPS \
(SEE ELEVATION FOR ROOF PITCHJ
METAL DRIP S
P�- ISULATIONIN \
G f^ ALUMINUM FASCIA OVER MAIN ATIC R38
2"X 6" FASCIA BOAR
`
SOFFITS VENTED 1/2"CEILING DENSITYBOARD
i 2"X 4" PRE-ENGINEERED, APPROVED,
ALUM. PRE -FAB WOOD TRUSSES ON 24" CENTERS
• �j`' - 2x4 framing for chase PORCH CEILINGS TO
BE EXTERIOR SOFFIT
BOARD COURSES 8"X 8" BEAM BLOCK W/ 1 #51N
�J EACH BLOCK. BLOCKS FILLED WITH
N CONCRETE
r
LII CEILING DENSITY BOARD
CONCRETE COLUNM W/4 #5 BARS VERTICAL
112" DRYWALL (8 PLACES; NOTE: CONCRETE LINTELS OVERALL
OPENINGS.
_SEE FLOOR PLAN FOR WNDOWANDDOOR
314" PIT FURRlIG TYPES AND SIZES
111 @ 16" O.C. 1/2" DRYWALL
— 3/4"PITFURRING
@ 16" D.C. .N
—CONCRETE LINTELS t #5 VERTICAL BARS LAP 30" W/#5 BARS W/
T OVER ALL OPENINGS io"HOOKIMBEDMIN.OF6"INTO FOOTER.
#5 VERTICAL BARS LAP 30" WI #5 BARS WI 10" I SEE FLOOR PLAN FOR LOCATION AND
- -- HOOK IMBED MIN. OF 6" INTO FOOTER WI 1- #5 CON'T.
SEE FLOOR PLAN FOR LOCATION AND SPACING. 8"X 8" CONCRETE BLOCK SPACING.
R-MAXR-5 UNLESS
DURA -WALL EVERY3RD.
-. ---POURED CONCRETE COLUMN 4. #5 BARS VERTICAL COURSE i� NOTED OTHERWISE
srucco 4" CONCRETE SLAB REINFORCED
UNLESS
NOTE OT
D OTFINISH FLOOR 4" WI 6" X 6" 414 W.W.M. SUPPORTED
NOTED SILL ABOVE FINISH GRADE 113 THE DISTANCE FROM THE TOP
a" CONCRETE SLAB REINFORCED OF THE SLAB IN/APPROVED
W16" X 6.414 W.W,M. SUPPORTED SUPPORTS 36" O.C. EACH WAY
113 THE DISTANCE FROM THE TOP FOYER AND BATHS TILE.
OF THE SLAB WI APPROVED ALL OTHER COMMERCIAL -
�— SUPPORTS 36" O.C. EACH WAY GLUED DOWN CARPET.
1 / FIN. FLR. _ +O.O" FOYER AND BATHS TILE.
T _ t — — — — — — — — — — — — _ ALL OTHER COMMERCIAL
- I I I=1 11=1 11=1 11=1tl\ / GLUED DOWN CARPET.
CLEAN, TREATED, COMPACTED FILL — I 1-1I I -1I I III _ I PER ENGINEERING --7 FINISH GRADE
�I I I— III—I � I—III—III = ;,..,
I U ��� SECTION "A11 a
-111=1 I V.
}�==1=_1 I SCALE" 1�=1-0„1--I N BARS
2`4�„
24 WX16 DFOOT/NGW/3#
1 I ElIII— I I_ _MNXLAP 30”; #5ARS WHOOK,
COVER 6" P 5 REBAR CONE MIN. 3" COVER
—III—III—III—III—III—III=III—III— SPACED @ 48" O.C. AND EACH SIDE OF ALL OPENINGS; rex. SHEET
—III I —1 I I=I —I 11—III—I-1 I I_I I
LAPPED MIN
.3o"WI #5 VERTICAL BARS INTO POURED BEAM CHANGEDFCALVARY BAPTIST CHURCH OF SEBASTIAN MTEMWAL,a�s14a 2
I�l srEuwau ro
_y SECTION "A„ SANCTURARY ADDITION PHASE 3 7-23-2WWill-- L 11 314 123 THUNDERBIRD DRIVE
SCALE 11 - 11 SCALE
=1-011 ---SEBASTIAN, FLORIDA 3116" -0"
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley GATE OF7 SHEETS
1127M008
SEBASTIAN, FLORIDA 589-5033 Fax 589.9328 DRAWN BY CIC
FAM
IL
U W
O U
C9
ZF-
J J
M61
U U
g�
ILLLI
w
23'-5Y4"
----33'.13/ 14" - - — —
1/2-36 FIXED GLASS 1/2-36 FIXED GLASS 1/2-30 FIXED GLASS 1/2-36 FIXED GLASS
INPACT WINDOWS INPACT WINDOWS INPACT WINDOWS INPACT WINDOWS
1 -HEI l l 10 I I I I I I I I 1131 I j 1 1 1 1 1 141
10' FLAT CEILING A/C ELECTRICAL TRACE
J � 9cT �ti
`3r_5Y4"
22'-11Y4"
/
s
i
tiC
\
�0 �v �o� °sd N\
��
\ \ \ s 5.4 T-81 " /r 7'-31/" / T-31
( / j� Z ( �rr
�dn\\ 0�6 \\ 48" X 24" FI ED GLASS 48" X 24" FI ED GLASS 48" X 24" F�IED GLASS
'\\NPACT INDOWS INPACT INDOWS INPACTNDOWS —
/ \ s oss41 s+s \ 1 1 1 1 1 1 11 1 I Krll- — — - [a -
f�-�f�fll{ I(d —II I If -�
\\
db
JJ2/,l J�9�/•! `J,�vl \ � / NMI
\
O
- :-
,
P ;_V.81''T- 5aAI IIS /
STAIRS P/C
\
\
I
\ I
mow` I
I
I
I
0
z I
UW I
HL ,
uj (j) _I I
U I\~i b
0 rJ
o � I
aUO I
> I
/ I
I
I
J
/
/
/
/
/
0
C7 -17'-3%4" 5' �-
\ Z�
W
¢
it
U� O
u-
/
I �� i I
f oW
II
I I I I I I
I I I I I I I II I I I I
I I I I I I I I I I I I
i I
ATTIC —
STAIRS
z z z z z z
w cn m m Pic
0 0 0 0 I
w?1 wz wz wz wz wz Xz I'i i z
ap ap a° a0 a0 a0 w0 wz j LiJ
��I ��I �UI ��I vel �a: 0)� '0U)
Q w ¢ wa ¢ u a w Q a ¢ a ° a U I
dd a-wl LL
a� a_ a_ a- a_ a�
IL
O N ° N p N (� N O N p N V N
Z@ Z@ Z +3U Z@) Z@ Z@� ZUd Zc\
@� -
w W W II w 1 w II w
II N cn U) U) II
I I I I
I I I I
I II I II I II I II I II I II
I II I II I II I II I II I II — -
aU
IZF-
IJa
SEATING CAPACITY 265
u- w
O W
QZ
a
O
J
LL
qrr
Ic
7y�� 4'�4 5'./Coll
8rr i ��"TYa" — 5r "
cj
> L / L / yIq / ti / / yP /n��
/ tia /n�
V / °C� �� �P' // Chi // @� // Coi // Ud
/5l / / Qp // Q`'p��// Q`'p��// Q`'p��// Q`'p��// 5pX// 7�y� � O° \. °� O
/ Q� / Q� / �� �� �� �� �F' ^d 3080 6 PANEL
/ j/^/ �y I I I I I I IL_ as x 2 GLHss s1 I
P KED
T WINDOWS INPACT WINDOWS
QP 4 INPACTFIYINDOWSS�
GP / GPQ OPP//
7.7 a 7-3%
T -3/a
" i '" s " f ,r Orr
� - 12'-8rr
deb
81IX8"X16" CMU 4 HOUR FIRE WALL
Per Desugn No. U901
H/d DO" -L IVOI2I10313 C/V 91\111130 lV'13 ,O I,
O
9'-11 "
23'-5%a" 33'-1%a" 4 HOUR MASONRY FIRE WALL 15.5/"
30'-11y"
�I \
rev. SHEET
CALVARY BAPTIST CHURCH OF SEBASTIAN
SANCTURARY ADDITION PHASE 3 3
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA
SCALE
3/16" =1'-0"
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley DATE OFSHEETS
1/2712008 7
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328 DRAWN BY CIC
�aq
0
Z
Wal
U
LL W
/ \ J
ino W
FAM
IL
U W
O U
C9
ZF-
J J
M61
U U
g�
ILLLI
w
23'-5Y4"
----33'.13/ 14" - - — —
1/2-36 FIXED GLASS 1/2-36 FIXED GLASS 1/2-30 FIXED GLASS 1/2-36 FIXED GLASS
INPACT WINDOWS INPACT WINDOWS INPACT WINDOWS INPACT WINDOWS
1 -HEI l l 10 I I I I I I I I 1131 I j 1 1 1 1 1 141
10' FLAT CEILING A/C ELECTRICAL TRACE
J � 9cT �ti
`3r_5Y4"
22'-11Y4"
/
s
i
tiC
\
�0 �v �o� °sd N\
��
\ \ \ s 5.4 T-81 " /r 7'-31/" / T-31
( / j� Z ( �rr
�dn\\ 0�6 \\ 48" X 24" FI ED GLASS 48" X 24" FI ED GLASS 48" X 24" F�IED GLASS
'\\NPACT INDOWS INPACT INDOWS INPACTNDOWS —
/ \ s oss41 s+s \ 1 1 1 1 1 1 11 1 I Krll- — — - [a -
f�-�f�fll{ I(d —II I If -�
\\
db
JJ2/,l J�9�/•! `J,�vl \ � / NMI
\
O
- :-
,
P ;_V.81''T- 5aAI IIS /
STAIRS P/C
\
\
I
\ I
mow` I
I
I
I
0
z I
UW I
HL ,
uj (j) _I I
U I\~i b
0 rJ
o � I
aUO I
> I
/ I
I
I
J
/
/
/
/
/
0
C7 -17'-3%4" 5' �-
\ Z�
W
¢
it
U� O
u-
/
I �� i I
f oW
II
I I I I I I
I I I I I I I II I I I I
I I I I I I I I I I I I
i I
ATTIC —
STAIRS
z z z z z z
w cn m m Pic
0 0 0 0 I
w?1 wz wz wz wz wz Xz I'i i z
ap ap a° a0 a0 a0 w0 wz j LiJ
��I ��I �UI ��I vel �a: 0)� '0U)
Q w ¢ wa ¢ u a w Q a ¢ a ° a U I
dd a-wl LL
a� a_ a_ a- a_ a�
IL
O N ° N p N (� N O N p N V N
Z@ Z@ Z +3U Z@) Z@ Z@� ZUd Zc\
@� -
w W W II w 1 w II w
II N cn U) U) II
I I I I
I I I I
I II I II I II I II I II I II
I II I II I II I II I II I II — -
aU
IZF-
IJa
SEATING CAPACITY 265
u- w
O W
QZ
a
O
J
LL
qrr
Ic
7y�� 4'�4 5'./Coll
8rr i ��"TYa" — 5r "
cj
> L / L / yIq / ti / / yP /n��
/ tia /n�
V / °C� �� �P' // Chi // @� // Coi // Ud
/5l / / Qp // Q`'p��// Q`'p��// Q`'p��// Q`'p��// 5pX// 7�y� � O° \. °� O
/ Q� / Q� / �� �� �� �� �F' ^d 3080 6 PANEL
/ j/^/ �y I I I I I I IL_ as x 2 GLHss s1 I
P KED
T WINDOWS INPACT WINDOWS
QP 4 INPACTFIYINDOWSS�
GP / GPQ OPP//
7.7 a 7-3%
T -3/a
" i '" s " f ,r Orr
� - 12'-8rr
deb
81IX8"X16" CMU 4 HOUR FIRE WALL
Per Desugn No. U901
H/d DO" -L IVOI2I10313 C/V 91\111130 lV'13 ,O I,
O
9'-11 "
23'-5%a" 33'-1%a" 4 HOUR MASONRY FIRE WALL 15.5/"
30'-11y"
�I \
rev. SHEET
CALVARY BAPTIST CHURCH OF SEBASTIAN
SANCTURARY ADDITION PHASE 3 3
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA
SCALE
3/16" =1'-0"
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley DATE OFSHEETS
1/2712008 7
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328 DRAWN BY CIC
n
13
E3
0
0
00
O
. . . . . . . . . .
0
....... ...r.is
04
K.
p:
rf
rev. SHEET
CALVARY BAPTIST CHURCH OF SEBASTIAN
SANCTURARY ADDITION PHASE 3 5
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA SCALE
3116" =1'•0"
DRAWN AND / OR DESIGNED BYCDS Enterprises, Cliff Cooley DATE OFSHEETS
1127/2008 7
SEBASTIAN, FLORIDA 589.5033 Fax 589-93,28 DRAWN BY CiC
ZN
r
C3 13
RIGHT ELEVATION
I
I I �
I I �
I i o � IV
�I
0 13 13 M
LEFT ELEVATION
rev. SHEET
CALVARY BAPTIST CHURCH OF SEBASTIAN
SANCT �RAIRY ADDITION 'PHASE 3 6
123 THUNDERBIRD DRIVE
SEBASTIAN, FLORIDA
SCALE
\ 3116" = V-0"
DRAWN AND I OR DESIGNED BYCDS Enterprises, Cliff Cooley DATE OFSHEETS
1127/2008 7
SEBASTIAN, FLORIDA 589.5033 Fax 589.9328 DRAWN BY CiC