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BUILDING SLAB TO BE 4" THIL 3,000 PSI CONCRETE
WITH 6 x 6 10/10 WELDED WIRE MESH OVER 6 MIL VISQUEEN
#1 VVCR TERMITE mENICU GLMAN MVMr/1NCU 19LL
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BUILDING CODES APPLIED:
THIS BUILDING SHALL COMPLY WITH THE 2017 FLORIDA BUILDING
CODE Sth EDITION, CATEGORY II, EXPOSURE C, ENCLOSED,
154 MPH ULTIMATE WIND SPEED AND 20 LB/SF LIVE LOAD,
TRIBUTARY REDUCTION ALLOWED.
C.J.
C.J.
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A IC
FOUNDATION PLAN
1 /8" = 1'-011
I
WIND LOADS - PERSONEL DOOR
TIOGA OUTSWING SINGLE STEEL DOOR _ DS—S—PA—WS
FLORIDA PRODUCT APPROVAL # 22211
WALL ZONE PROPOSED H.M. DOOR
OVERHEAD DOOR 4 5 DESIGN
PRESSURE (PSF) 30.0 50.0
SUCTION (PSF) —33.0 —50.0
WIND LOADS - OVERHE
ASTA MODEL 424 12' X 14' COILING.
FLORI A PRODUCT APPROVAL #
WALL ZONE
OVERHEAD DOOR 4 5
PRESSURE (PSF) 26.0
SUCTION (PSF) —28.0
AD DOOR
ROLL —UP DOOR
8M-9.13
PROPOSED OVERHEAD DOOR
DESIGN
74.6
—74.6
#D2'
I
4'
4
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FOUNDATION
(D
8'-0"X8'-0"X2'-0" DEEP V
OB
3'-O"X3'-0"X2'-O" DEEP %
OC
6'-O"X6'-0"X2'-0" DEEP 1'
CONT #1
18" WIDE X 16" DEEP
CONT #2
24" WIDE X 18" DEEP
CHEDULE
15 BARS TOP AND BOTTOM EA. WAY
15 BARS TOP AND BOTTOM EA. WAY
15 BARS TOP AND BOTTOM EA. WAY
FOOTING W/ 3#5 BARS CONT.
FOOTING W/ 3#5 BARS CONT.
STRUCTURAL NOTES
1
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING
CODE 6th EDITION AND REGULATIONS OF OSHA.
OUNDATIONS
OTTOM OF FOOTINGS TD BEAR ON NAIVE SOILS OR CONTROLLED COMPACTED FILL
FILL USED OR ENCO-.`kEB"UNBERAIEATH FOUNDATIONS AND SLABS SHALL BE
CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS`SCABS AND
ADJOINING BUILDINGS FROM EROSION AND OTHER DAMAGE DURING CONSTRUCTION
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
SUBS AND FOUNDATIONS SHALL HAVE A MAX SLUMP OF 8"
REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL
CONFORMING TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
BAR SPUCES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS.
MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLQWS:
CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3
CONCRETE EXPOSED TO EARTH OR WEATHER
2" F'r THROUGH #18 BARS
1-1P2 fOR #5 BARS AND SMALLER
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
3 4" FOR SLABS WALLS AND JOISTS
1-1/2" BEAM ARD COLU6N PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS
5) INTERIOR SLABS SHALL HAVE A STEEL TROWEL FINISH. EXTERIOR SLABS, APRONS, AND PADS
SHALL HAVE A UGHT BROOM FINISH.
BUILDING SLAB SHALL BE TREATED FOR SUBTERRANEAN TERMITES
WIND LOADS - MAIN WALL
26 GAGE VULCAN PBR WALL PANEL OVER GIRTS
FLORIDA PRODUCT APPROVAL F5335.1
COMPONENTS 8c CLADDING-4
WAL
ZONE (AREA 20 S.F. PANELS)
ALLOWABLE UNIFORM LOAD (PSF)
5
SPAN = 3'-0"
SPAN = 4'-0"
SPAN = 5'-0"
PRESSURE (PSF)
30.0
30.0 :]FEE
ERECT. DWG.
SEE ERECT. DWG.
SEE ERECT. DWG.
SUCTION (PSF)
—33.0
—40.0
ISEE ERECT. DWG.
SEE ERECT. DWG.
SEE ERECT. DWG.
WIND LOADS - MAIN
26 GAGE VULCAN PBR ROOF PANEL
FLORIDA PRODUCT APPROVAL
ROOF
OVER PURLINS
F5346.1
COMPONENTS & CLADDING
ROOF
ZONE (51<100 EFFECTIVE AREA)
ALLOWABLE UNIFORM
LOAD (PSF)
2
3
SPAN = 3'-0"
SPAN = 4'-0"
SPAN = 5'-0"
PRESSURE (PSF)
1
.0
14.0
14.0
EE ERECT. DWG.
SEE ERECT.
DWG.
SEE ERECT. DWG.
SUCTION (PSF)
—3
.0
—55.0
—83.0
EE ERECT. DWG.
SEE ERECT.
DWG.
SEE ERECT. DWG.
3 SECTION
DETAIL:
CONTINUOUS MASONRY BOND
BEAM W/ 1-#5 BAR CONT.
FILL BEAM W/ MASONRY GROUT
8" MASONRY WAINSCOT
REINFORCED W/ 1-#5 BAR
AT 48" O.C., FILL CELL W/
3,000 PSI MASONRY GROUT
BAR
STANDARD
RADIUS - HOOK HAIRPIN
NO ANCHOR BOLTS & RUN
AB/FOOTING
HAIRPIN BAR
NO SCALE
rnol c nnlcl c
N EAVE
3LE TRIM (ALMOND)
26 GAGE PAINTED
R-PANEL
W9AJ_L QI'RT
'ASE ANGLE
:ONTINUOUS MASONRY BOND
TEAM W/ 1-#5 BAR CONT.
ILL BEAM W/ MASONRY GROUT
I" MASONRY WAINSCOT
IEINf ARCED WV 1 #5 BAR
IT 48O.C., ILL CELL W/
I,000 PSI MASONRY GROUT
.4" X 16" DEEP CONTINUOUS
OOTRNG W/ 3 - #5 BARS
IONTINUOUS
2 SECTION
S-1 1/2„ _ ,-O„
18" X 16' DEEP CONTINUOUS CONCRETE
FOOTING BEYOND W/ 3 - #5 BAR CONTINOUS
4" THICK 3000 PSI CONCRETE SLAB
f !
�L y
f I f f
SEE FOUNDATION SCHEDULE
1 SECTION
PLAN LEGEND
CJ CONTROL JOINT (CJ) CONT., 1" MIN. DEEP SAWCUT
IN SLAB MADE WITHIN 12 HOURS OF CONCRETE
PLACEMENT
ANCHOR BOLT SCHEDULE
BOLT
DIAMETER
MAX. UPLIFT
LOAD ON BOLT
MAX. HORIZ.
LOAD ON BOLT
MIN EMBEn
DEPTH ( D)
PROJECTION
( P)
HOOK
DIM. ( H)
BOTTOM OF
P BASE PLATE
I
BOLT DIAM.
I
1/2"
2.840 LBS.
1,960 LBS.
8"
2"
2 1/2"
5/8"
4,520 LBS.
3,070 LBS.
10"
2 1/2"
3"
3/4"
6.690 LBS.
4,420 LBS.
12"
2 1/2'
4"
7/8"
9,230 LBS.
6,010 LBS.
14"
1"
12,110 LBS.
7.060 LBS.
14"
3"
5"
1 1/4"
19,380 LBS.
12,270 LBS.
'AO"
3 1/2"
8 1/2"
1 1/2"
28,110 LBB.
17,670 LBS.
24"
3 1/E"
8"
1 3/4"
37,970 LBS
24,050 LBS
28"
4"
10"
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P 1N
DATE
01 31 18
JOB NO.
SHEET
S-1
Oi ONE ,
REVISIONS BY
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DATE
01 31 ZI8
JOB NO.
SHEET
A-1
OF ONE
(REVISIONS BY
4L.. 1 PLANS REVIEW
REVISION 04 17-18
v
L1
GFI 8 GFI 8 /
50A 120/240V
OUTLET - MOUNT
TO ROOF STRUCTURE
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ELECTRICAL LOAD CALC'S
NEW PANEL L1:
HANGER (3,600 S.F. 0 2.0 VA)
MOTOR HOME
RECEPTACLES OTORS (6) 0 180VAOLD DOOR
TOTAL
22,360 VA
240 V
USE NEW 100A MBR PANEL
ELECTRICAL NOTES:
L1-6
GFI L
NORTH
PER NEC 220
7,200 VA
7,500
6,480
1,080
22,360 VA
94.0 VA
1-12
Ll-
GFI 8
ELECTRICAL PLAN
ALL ELECTRICAL INSTALLATIONS AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. (NFPA
NO. 70) AS AMENDED, AND ALL LOCAL & STATE CODES IN
FORCE AT THE TIME OF CONSTRUCTION.
GROUND SYSTEM IN ACCORDANCE WITH ARTICAL 250 N.E.C.
SYSTEM VOLTAGE SHALL BE 120/240 VOLT SINGLE PHASE
PANELBOARDS AND LOAD CENTERS SHALL BE ITE, SQUARE "D"
OR APPROVED EQUAL.
ALL CONDUCTORS AND BUS BARS SHALL BE COPPER,
ALL MATERIAL SHALL BE U.L. APPROVED.
PROVIDE ALL NECESSARY PERMITS REQUIRED.
PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES DURING
CONSTRUCTION.
PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANE! -BOARD OR LOAD CENTER
PROVIDE TEMPORARY LIGHTING FOR USE OF ALL TRADES
WITHIN THE CONSTRUCTION AREA.
1 /8" = 1'-0"
CONTRACTOR SHALL MAKE FINAL
ELECTRICAL AND TELEPHONE SER
LOCATION AND SERVICE POINTS F
BIDS. PROVIDE PULL STRING IN
MOUNTING HEIGHTS OF SWITCHES,
BE BETWEEN 15" AND 48" FOR F
9" AND 54" FOR PARALLEL (SIDE
AN OBSTRUCTION (COMPLY WITH
SHALL BE MOUNTED NO LESS TH,
1
-10 L1
L1-11
L1-12
RANGEMENTS FOR
:. VERIFY TRANSFORMER
ALL UTILITIES PRIOR TO
EMPTY TELEPHONE CONDUITS
)NTROLS, AND RECEPTACLES SHALL
YARD APPROACHES AND BETWEEN
,PPROACH UNLESS REACH IS OVER
11.4.27). RECEPTACLES ON WALLS
15" ABOVE THE FLOOR PER CODE
OTHER TYPICAL WIRING METHODS:
ALL INTERIOR LIGHTING ATTACHED TO EXPOSED STRUCTURE
AND ASSOCIATED SWITCHES TO BE #12 THHN CU IN 1/2"
EMT OR 3/4" SCHEDULE 40 PVC CONDUIT.
RECEPTACLES TO BE #12 THHN CU IN 1/2" EMT CONDUIT OR
3/4" SCHEDULE 40 PVC CONDUIT.
MAIN SERVICE EXTERIOR CONDUIT SHALL BE GALV. STEEL OR
SCHEDULE 80 PVC
6 CU GRND TO MTL
LDG. & (2) DRIVEN
GROUND ELECTRODES
EXISTING METER
CAN
EXISTING GROUND
EXISTING FP&L
UNDERGROUND SERVICE
PANEL MOUNTING SURFACE VOLTS 120/240/1/60 SUIWAWL
H _ 1 NEMA 3R BUS AMPS 100A,3W,SN LUGS 100A
CKT
CKT
WIRE
CKT
CKT
#
BKR
COND.
CIRCUIT DESCRIPTION
#
BKR
CIRCUIT DESCRIPTION
1
20/1
-
SPARE
a 2
20/1
-
SPARE
3
20/1
-
SPARE
b 4
20/1
-
SPARE
5
20/1
#12/1/2"
RECEPTS.
c 6
20/1
#12/1/2"
RECEPTS.
7
20/1
#12/1/2"
RECEPTS.
a 8
20./1
#12/1/2-
RECEPT'S.
9
20/1
#12/1/2"
LIGHTING
b 10
20/1
#12/1/2-
LIGHTING
11
20/1
#12/1/2"
LIGHTING
c 12
20/1
#A2/1/2"
LIGHTING
13
20/1
#12/1/2"
LIGHTING
a 14
40/2
#10/1/2"
BI-FOLD- DOOR -(2)2-H.P
15
50/2
-
MOTOR -HOME
b 16
1
I
1
17
1
I
I
c 1B
20/1
-
SPARE
19
-
-
-
a20-
-
-
21
-
-
-
b22-
-
-
23
-
-
-
c 24
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01 31 18
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L— 1
O-F ON E
EXTERIOR STUB (0
0-
.w
( TRUSS TOP
:1
9) UPP
�12
( CABLE BRACIIG
W
T TOP (HORIZONTAL
(2) SAG TRU
Q "C" GIRT
�17 GIRT BELOW TRUSS 11 TRUSS BRACING (TYP)
0 "C" GIRT o
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0
BOTT M HORIZONTAL
SCALE: N.T.S.
DOOR ELELVATION
M OVERALL DIMENSION
N
BOTTOM C OF
®REINFORCING PLATE
TRUSS
SCALE: N.T.S.
INTERIOR STUB
'\\- 15 VERTICAL WEB (TYP)
7„
(4) 4"0 x 44" EMBED
HILTI TZ BOLTS
W8x24
BASE DETAIL
SCALE: N.T.S.
AG TRUSS BRA
TRUSS WEB (TYP)
m
12 JAMB COLUMN
STEEL KEEPER PLATE FROM JAMB
COLUMN TO DOOR SIDE VERTICAL
TO CAPTURE IN/OUT DISPLACEMENT
IN CLOSED POSITION (TYP)
MATERIALS
TYPE
DESCRIPTION
1
8x2x1 8 HSS
A500 GrB
TOP HORIZONTAL
2
NOT USED
A500 GrB
SAG TRUSS
3
1 2"0
6600# BREAKING STRENGTH
CABLE BRACING
A570 Gr50 COLD FORM
"C" GIRT
S6x2.5xO59
A570 Gr50 COLD FORM
"C" GIRT
qS6x2.5x059
x2x1 8 HSS
A500 GrB
BOTTOM HORIZONTAL
x4x3 16 HSS
A500 GrB
INTERIOR VERTICAL
x3x5 16 HSS
A500 GrB
SIDE VERTICAL
9
1 1 4"0
A1045
UPPER PIN
10
1 1 2" 0
A1045
PIVOT PIN
11
NOT USED
A35
TRUSS BRACE
12
W8x24
A992
JAMB COLUMN
13
4x4x1 4 HSS
A500 GrB
TRUSS TOP CHORD
14
NOT USED
A36
TRUSS GUSSET
15
4x4x1 8 HSS
A500 GrB
VERTICAL WEB
16
2x2x1 Z4 ANGLE
A35
TRUSS WEB
17
6x2x3 16 HSS
A500 GrB
TUBE BELOW TRUSS
18
443 16 HSS
A500 GrB
TRUSS BOTTOM CHORD
19
443 8 HSS
A500 GrB
INTERIOR STUB
20
4x3x3 8 HSS
A500 GrB
EXTERIOR STUB
21
NOT USED
A500 GrB
SAG TRUSS BRACE
DIMENSIONS
A
48'-0"
B
6'-0"
C
4 SPA.
@ 9'-0"=36'-O"
D
3'-0"
E
5-10 1
2"
F
6'-4 1
2"
G
7'-10 1
2"
H
10'-3 1
/2"
N/A
J
13'-2 1
2"
K
14'-8 1
/2"
L
16'-2 1
2"
M
48'-0"
N
24 SPA.
@ 1'-6" _ 36'-0"
0
4'-6„
P
1'-9"
'-5„
4Q2'-7"
N A
4'- 5"
V
W
0,-6"
2'
NOTES:
1. PROJECT LOCATION: PORT ST. LUCIE, FLORIDA.
2. DOOR MAY NOT BE IN AN OPEN POSITION DURING A HIGH WIND
SPEED EVENT (Vult> 115 MPH, 3-SECOND GUST). DOOR MAY NOT
BE OPERATED WITH WIND SPEEDS Vult> 40 MPH (3-SECOND GUST).
3, DOOR DESIGNED AS A COMPONENT/CLADDING, METHOD 2,
INTERIOR ZONE.
4. WIND DATA (ALL DATA IS ULTIMATE)
RISK CATEGORY II
WIND EXPOSURE C
4A.Vult (CLOSED POSITION) = 165 MPH
DESIGN WIND PRESSURES: 44.3 PSF, -49.3 PSF
4B.Vult (OPENING POSITION) = 40 MPH
DESIGN WIND PRESSURES: 3.7 PSF, -4.0 PSF
4C.Vult (OPEN POSITION) = 115 MPH
DESIGN WIND PRESSURES: -26.9 PSF
5. OWNER TO PROVIDE SIDING MEETING CODE REQUIREMENTS FOR
DOOR, SECURE TO FRAMING PER CODE, AT 12" MAXIMUM SPACINGS.
6, LATERAL REACTIONS FROM DOOR TO BUILDING (WORKING STRESS)
= 5,000# @ TOP OF COLUMN
= 6,000# @ SLAB
7. VERTICAL REACTION TO THE SLAB = 5,300 LBS
8. DEFLECTION
4" DEFLECTION IN THE OPEN POSITION
4" AS THE DOOR BEGINS TO OPEN
9. DESIGN OF THIS STRUCTURE MEETS THE WIND LOAD
REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6TH EDITION.
PAUL WELCH INC. t "v lk.U(--v
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT L'J CH 34904
PAUL WELCH P.. E.
FLA REG NO.29945
LIAR 2 �9l
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